handbook trituradoras
TRANSCRIPT
TABLE OF CONTENTS
SECTION I PAGE 5–173
PAGEFeeders ............................................................. 5Crushers ........................................................ 18Screens ........................................................ 112Washing Equipment .................................. 140Belt Conveyors ...........................................160Stockpiling................................................... 171
SECTION II PAGE 175–193Materials ...................................................... 175Aggregate Information .............................. 181
SECTION III PAGE 194–226V-Belt Drives ............................................... 195Electric Motor Drives ................................ 200General Information ................................... 207Complete Index .......................................... 222
3
TELSMITH HANDBOOK
A handy reference book especially for AggregateProducers and Mineral Processors. This book contains thelatest specifications and essential information on aggregateand minerals production and handling equipment. It shouldbe noted that various factors, such as engineeringadvances, physical properties of raw materials, method offeeding and operating the equipment, moisture andphysical conditions in material at the time of processing,attitude and other conditions will affect the equipmentratings as published and may yield results not exactly inaccord with published data.
Tenth EditionSecond Printing
byTELSMITH, INC.
10910 N. Industrial Dr.P.O. Box 539
Mequon, WI 53092-0539Phone: (262) 242-6600
Fax: (262) 242-5812For Repair Parts, Phone: 800-688-6601
Or contact us via our website:www.TELSMITH.com
Permission to reproduce portions of this handbook may be obtained fromTelsmith, Inc., Mequon, WI 53092-0539
Printed in U.S.A.
4
A PREFACE TOTHE TENTH EDITION …
The worldwide acceptance and popularity of the TelsmithHandbook since its inception in 1953 dictates that wemust keep it accurate and up-to-date in its concept.
This tenth edition has some information not contained inearlier editions along with some deletions and revisions tokeep the handbook as accurate as possible.
Whether your interest is in a single unit, or a completelyintegrated processing plant, Telsmith Engineeringexperience in producing aggregate and mining machineryof all types insures profitable production of high gradematerial.
All along the processing line, Feeders, Grizzlies, Crushers,Scalpers, Classifiers, Washing Plants, Sizing Screens,Conveyors, Telsmith Equipment is processing material forall phases of industry.
Feel free to consult Telsmith skilled engineering serviceswhenever you have questions or comments.
It is our sincere hope this handbook will help you inselecting, operating and maintaining our quality productline, thus assuring profits in your operation.
TELSMITH, INC.Mequon, WisconsinAn Astec Company
5
TELSMITH FEEDERS
Telsmith Feeders are used for holding and regulating surgeloads and to promote a steady supply to maximizeproduction in processing plants. These feeders are offeredin four types to match material size, feed rate requirements,location and if fed from truck, shovel, loader, or mountedunder a surge bin.
6
DATA REQUIRED FOR SELECTING A FEEDER
1. Tons per hour to be handled, including maximum and minimum.
2. Weight per cubic foot (bulk density) of the material.
3. Distance material is to be conveyed.
4. Height material is to be raised.
5. Space limitations.
6. Method of loading feeder.
7. Characteristics of material.
8. Type of machine to be fed.
PROCEDURE FOR SELECTING A FEEDER
STEP 1. Select a type of feeder from Table 1, Page 7.
STEP 2. Select feeder width. The width may be dictated bythe machine to be fed, i.e., a jaw crusher with acertain receiving opening, or by the size of the hopperopening to be used. Feeder width may also bedetermined by the maximum lump size in the feed, orby a desired depth of material and conveying speed.*†
STEP 3. Check capacity of feeder selected against the datain Tables 2A, B, C & D, pages 7 thru 10.
STEP 4. Determine HP required from Tables in Section forFeeder selected in STEP 1.
* depth of 100 lbs./ ft.3 material may be found by:
D = depth in inches
TPH = tons per hour
FPM = feet per minute material is moved
W = net width of feeder in inches
† Do not use the above chart for Belt Feeder capacities.
D = 50 × TPHw × FPM
7
Super Heavy-Duty ApronFeeder with manganeseflights.
Super Heavy-Duty ApronFeeder with pressed steelflights.
Heavy-Duty Apron Feeder
Heavy-Duty Apron Feeder
Vibrating Feeder or GrizzlyFeeder.
Belt Feeder
Heavy-Duty Apron Feeders
APPLICATION OF FEEDERS TABLE – 2A
Truck dumping or direct loading byDozer, Shovel or Dragline.Maximum lump size not to exceed75 percent of feeder width.
Under hopper or bin, handling non-abrasive material. Maximum lumpsize not to exceed 75 percent offeeder width.
Truck dumping or direct loading byDozer, Shovel or Dragline.Maximum lump size not to exceed75 percent of feeder width.
Under hopper or bin, handling non-abrasive material. Maximum lumpsize not to exceed 30 percent offeeder width.
Under Primary Crusher to protectbelt conveyor.
Under bins, hoppers or storagepiles. Maximum lump size not toexceed 30 percent of feeder width.
Under large Primary Crushers.
DUTY RECOMMENDED TYPE
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9
VIBRATING FEEDERS AND GRIZZLY FEEDERS ATSTANDARD MOUNTING ANGLES
WIDTH OF FEEDERDelivery rates for Vibrating Feeders
Table 2CNOTES:
1. Throw, Speed and Material Flowability combine to giveestimated travel speeds of 40 FPM @ 0°; 65 FPM @ 5°; 120FPM @ 10°.
2. 12" Bed Depth assumed at discharge of feeder or at beginningof Grizzly Bars, if used.
3. Material is 100 lb. per Ft3, Tons are 2000 lb.
4. Flowability, wt. per Ft3, bed depth are variables.
5. Use Factor of 0.8 for rip-rap or clean large stone.
6. Use Factor of 0.7—0.9 for Primary Crusher.
7. Variable Speed Drive may reduce capacity by 40% when feederwidth is selected for largest stone or width of Primary Crusher.
2000
1500
DE
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1000
500
036" 42" 48" 54" 60" 66" 72"
10
CAPACITY OF BELT FEEDERSBASIS – 100 LBS. PER FT.3 MATERIAL
Table 2D
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8 03 06 09 021 051 0819 43 86 101 531 961 30201 83 57 311 051 881 52211 14 38 421 561 602 84221 54 09 531 081 522 07231 94 89 641 591 442 39241 35 501 851 012 262 513
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8 04 08 021 061 002 0429 54 09 531 081 522 07201 05 001 051 002 052 00311 55 011 561 022 572 03321 06 021 081 042 003 06331 56 031 591 062 523 09341 07 041 012 082 053 024
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8 05 001 051 002 052 0039 65 311 961 522 182 83301 26 521 781 052 213 57311 96 731 602 572 443 21421 57 051 522 003 573 05431 18 261 442 523 604 78441 78 571 262 053 734 323
H
W
Capacity – TPH
11
APRON FEEDERS
Apron feeders are used where extremely rugged machineshandling large feed are required, but where no fines removalis needed or where fines are removed by a separateVibrating Grizzly (see Pages 136—138). They are also usedto handle muddy or sticky material. Normally located aheadof large, stationary primary crushers. They are sometimesused to collect material from the discharge of very largeprimary crushers where they absorb more impact than arubber conveyor belt can economically withstand. TheseApron Feeders can be equipped with standard(1/2" thick) fabricated pans (standard and heavy dutyFeeders) or optional (11/4" thick) fabricated pans (XHDFeeders only). They are available in widths of 30" to 72"and lengths of 9' to 50'. For more information, see BulletinAF 102.
12
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13
HORSEPOWER OF APRON FEEDERS
Total horsepower is calculated using the following formulas.
L = C/L to C/L of sprockets
W= Width in feet inside skirt boards
H = Height in feet of material bed1/2 Pan Width = Normal2/3 Pan Width = Maximum
s = 0.8 Slip Factor = Inclines = 0.9 Slip Factor = Horizontal
M = Wt. per Ft.3 of Material
S = Speed in FPM
Total Load of Material = L × H × W × M
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(3) = A + B
HP Required
P = Total force, above (1) + (2) + (3)S = Pan Speed in FPM
1.5 × P × S = HP33,000
(B) 1 2 Chain Weight × .25 = B (Friction at Lower Idler)Lower Idler Radius
(A) F × .25 = A (Friction Force at Bearings)Upper Idler Radius
Cap. (TPH) × 33.3 = SW × H × M × s
s × W × H × M × S = Capacity in Tons per Hr.33.3
14
VIBRATING FEEDERS ANDVIBRATING GRIZZLY FEEDERS
Vibrating Feeders are used where a compact feeder withvariable speed control is required. Vibrating Grizzly Feedershave features similar to the Vibrating Feeder plus grizzly barsfor separating fines from crusher feed. This feeder increasescrushing plant production and reduces crusher liner wearbecause fines are bypassed around the primary crusher.
Both feeders are available in widths from 36" through 72"and 12' through 30' long. Grizzly sections are straight orstepped. The stepped version tumbles stone to the lowersection thus offering more efficient scalping. For fulldescription and illustrations, refer to Bulletin T301.
15
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17
BELT FEEDERS
Belt Feeders are normally used in sand & gravel operationsunder a hopper or trap with 6" maximum size feed. Theyhave infinitely variable speed control for optimum plant feedrate. For more information, contact factory.
HORSEPOWER OF BELT FEEDERSBase HP at 10 FPM Travel18" × 4'-0" Standard Duty = 0.14018" × 4'-6" Heavy Duty = 0.14018" × 6'-6" Standard Duty = 0.18624" × 4'-0" Standard Duty = 0.2024" × 4'-6" Heavy Duty = 0.2024" × 6'-6" Standard Duty = 0.28230" × 5'-0" Heavy Duty = 0.330
Example:275 TPH with 5'-0" added length and 2'-0" rise use 30" × 5'0"belt feeder @ 50 FPM (table 2d page 11)A 30" Feeder at 10 FPM = 55 TPH at0.330 HPAdd 0.015 HP × 5 Ft. for extra length = 0.075Add 0.065 HP × 2 Ft. for rise = 0.130For 10'-0" length and 2'-0" rise HP = 0.535 for 55 TPH0.535 HP at 10 FPM ×5 = 2.675 HP at 50 FPM (Headshaft).
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18
CRUSHERS
GENERAL NOTES ON CRUSHER SECTION
1. To secure the capacities specified, all feed to crushers shouldbe smaller than the feed opening of the crusher in at leastone dimension.
2. The horsepower required varies with the size of product beingmade, the capacity and the toughness of the rock or ore.
3. The capacities given are in tons of 2,000 lbs. and are basedon crushing limestone weighing loose about 2,700 lbs. peryard3 and having a specific gravity of 2.6. Wet, sticky andextremely hard or tough feeds will tend to reduce crushercapacities.
4. No crusher, when set at any given discharge opening, willmake a product all of which will pass a screen opening of thesame dimensions as the given discharge opening.
The crusher discharge opening is measured asfollows:
Graysphere — closed sideJaw Crusher — when jaws are in closed positionfrom peak to peakGyratory Breaker — open sideIntercone — closed side
For close settings, all undersize material should beremoved from the feed so as to eliminate packing andexcessive wear.
5. Where no rating is specified in the capacity table for anycertain discharge opening, the crusher cannot be operatedeconomically at that opening. For a setting finer than theminimum, consult factory.
6. The minimum settings indicated for crushers is not necessarilyapplicable for each and every application.
NOTE ON CAPACITIES: All capacities shown are approximateand will vary with the physical properties of material, moisturecontent, feed method, and amount of fines.
19
JAW CRUSHER DISCHARGE SETTINGS
“X” dimension equals Peak-To-Peak measurement.
To set the Closed Side Discharge Setting, use a wood blockwith the same width as the desired setting. It should be longenough to span most of the crusher's discharge area. Thedischarge setting is gauged with the opening in its closestposition of the operating stroke.
X
GYRASPHERE CRUSHER DISCHARGE SETTINGS
“X” dimension equals Closed Side Discharge Opening.
To determine the Closed Side Setting (CSS) of a GyrasphereCrusher lower, on a wire or heavy string, into the open side of thecrushing chamber, a ball of clay or aluminum foil larger than thedischarge chamber until the ball is at the lowest area of thecrushing chamber. Hold the crusher’s head and rotate the crusherdrive until the ball has been compressed at least twice. Thethickness of the ball at its thinnest dimension equals the CSS.
On crushers equipped with anti-spin, drop the clay ball or aluminumfoil into the crushing chamber while the crusher is running.
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e, w
hich
isty
pica
l, ca
n be
use
d as
a g
uide
. Sup
pose
you
wis
h to
det
erm
ine
the
perc
enta
ges
of v
ario
us s
izes
of r
ock
in th
e pr
oduc
t fro
m a
10"
× 3
0" T
elsm
ith Ja
w C
rush
er, w
hen
set w
ith a
1" d
isch
arge
ope
ning
. By
refe
rrin
g to
scr
een
anal
ysis
, Pag
e 27
and
the
curv
e in
dica
ted
by th
e ar
row
poi
ntin
g fro
m 1
" op
enin
g, y
ou w
ill no
te th
at a
ll of
the
prod
uct f
rom
the
crus
her w
ill pa
ss a
11 /
2" s
quar
e sc
reen
ope
ning
.O
n al
l of
thes
e sh
eets
the
ver
tical
line
s in
dica
te t
he s
ize
of c
lear
squ
are
scre
en o
peni
ngs
and
the
horiz
onta
l lin
es in
dica
te t
hepe
rcen
tage
that
will
pass
thro
ugh
thes
e op
enin
gs. T
here
fore
100
% w
ill pa
ss a
11 /
2" s
quar
e op
enin
g, 8
2% w
ill pa
ss a
1"
squa
reop
enin
g, 6
2% w
ill pa
ss a
3/ 4
" op
enin
g, 4
2% w
ill pa
ss a
1/ 2
" sq
uare
ope
ning
and
12%
will
pass
a 4
mes
h op
enin
g.A
noth
er w
ay to
list
this
info
rmat
ion
or to
exp
ress
the
resu
lts o
f thi
s an
alys
is w
ould
be
as fo
llow
s:—
Ret
aine
d on
11 /
2" s
quar
e op
enin
g...
......
......
......
......
......
......
......
......
......
......
......
......
......
...0
%P
assi
ng 1
1 /2"
squ
are
open
ing
and
reta
ined
on
1" s
quar
e op
enin
g...
......
......
......
.18
%P
assi
ng 1
" sq
uare
ope
ning
and
ret
aine
d on
3/ 4
"squ
are
open
ing
......
......
......
......
..2
0%
Pas
sing
3/ 4
"squ
are
open
ing
and
reta
ined
on
1 /2"
squa
re o
peni
ng...
......
......
......
....2
0%
Pas
sing
1/ 2
"squ
are
open
ing
and
reta
ined
on
4 m
esh
open
ing
......
......
......
......
......
26
%P
assi
ng 4
mes
h op
enin
g...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.....
12
%To
tal.
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
...1
00
%To
obt
ain
an a
naly
sis
of th
e pr
oduc
t fro
m T
elsm
ith G
yras
pher
es o
r Im
pact
Cru
sher
s, th
e pr
oced
ure
is e
xact
ly th
e sa
me.
INS
TRU
CTI
ON
S F
OR
US
ING
TE
LSM
ITH
DAT
A S
HE
ETS
SH
OW
ING
SC
RE
EN
AN
ALY
SIS
OF
PR
OD
UC
T FR
OM
CR
US
HE
RS
THE
FO
LLO
WIN
G G
RA
DAT
ION
CU
RV
ES
AR
E T
YP
ICA
L FO
RC
RU
SH
ING
QU
AR
RY
RU
N H
AR
D L
IME
STO
NE
:
22
NOTES:
23
JAW CRUSHERS
Telsmith Jaw Crushers are used to reduce run-of-mine ore,stone, or recyclable materials to smaller sizes for furtherprocessing. The Telsmith Jaw Crushers range in sizes from10" × 16" through 55" × 66", to aid in accurate sizeselection. All models are single toggle, overhead eccentricroller bearing type with safe, fast hydraulic adjusting system.Grease lubrication is standard on sizes through 36" × 48",and optional on 44" × 48", 50" × 60" and 55" × 66".Circulating oil lube is optional on sizes from 15" × 38"through 36" × 48" and standard on 44" × 48", 50" × 60"and 55" × 66" sizes. This oil system includes pump, tank,filter and factory installation, etc. For full description andillustrations, refer to Bulletin T601.
24
EZI
S"61
×"01"12
×"01"0
3×"01
"63
×"21"42
×"51"8
3×"51
"63
×"02"4
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"05
×"22
—rehsurcfo.twte
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007,500
4,600
8,80
56,21000,11
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ER
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CE
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AW
CR
US
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RS
25
CA
PAC
ITY
— T
ELS
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H 1
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THR
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OV
ER
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US
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PsnoT
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C
1 /4"
8—6
01—7
02—31
——
——
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1 /2"
11—8
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52—71
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52—71
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83
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32
"3—
——
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411—67
471—6
9712
—251073
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31/ 2
"—
——
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821—58
291—8
01342
—76150
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——
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—*012
—641
381—
7620
44
—092
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——
——
—*0
52—561
613—212
574—0
33
desolcni
swajrof
detsilera
seiticapaC.91-81
segaP
nosetonlareneg
nidetsil
snoitidnocno
desabera
nwohs
seiticapaC.)lanoitp
O(elggottrohs
htiw
yticapaC
*.kaep-ot-kaep
derusaem
dnanoitisop
26
EZI
S"0
4×"52
"24×"0
3"55
×"03
"84
×"63
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×"83
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×"04
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×"05
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×"55
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×.aid4
5×
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45
×57.41
71×
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87
MP
R0
62552
082
032
062
062
522522
522
SP
EC
IFIC
ATIO
NS
— T
ELS
MIT
H 2
5"×
40"
THR
U 5
5"×
66"
OV
ER
HE
AD
EC
CE
NTR
IC J
AW
CR
US
HE
RS
27
eziS
"04
×"52"24
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"55×"0
3"8
4×"6
3"8
5×"8
3†"0
5×"0
4"8
4×"4
4"0
6×"0
5"6
6×"55
:fognitte
Segrahcsi
Dtaruo
Hre
PsnoT
—yticapa
C2"
——
——
——
——
—21
/ 2"
712—331
032
—051
——
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—"3
732—8
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31/ 2
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52—0
61372
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——
——
——
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——
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6—8
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98
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018—0
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04
9—526
08
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—510,1
571,1—587
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——
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39—026
021,1—547
282,1—758
"11—
——
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89
—06
60
91,1—0
48
014,1—8
39"21
——
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——
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htiw
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snoitidnocno
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si"
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×"22ehtfo
noisreve
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desolcni
swajrof
detsilera
seiticapaC.91-81
segaP
CA
PAC
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— T
ELS
MIT
H 2
5"×
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THR
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5"×
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OV
ER
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AD
EC
CE
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AW
CR
US
HE
RS
28
TELSMITH JAW CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
3 /4"
1 /4"
1 /2"
3"2"
1"11 /2
"3 /4
"1 /2
"3 /8"
4M8M
16M
30M
50M
2"3"
4"5"
PE
RC
EN
TPA
SS
ING
10"31 /2
"21 /
2"11 /
2"1"
29
dradnatS
noitangiseD
eveiS
gnitteS
ediS
desolC
dradnatS
noitangiseD
eveiS
SU
mm
lamice
D1 /
4"1 /
2"3 /
4""1
11/2
""2
21/2
""3
31/2
"S
Um
mla
miceD
"60.051
00.6001
"60.051
00.6"5
0.52100.5
001001
59"5
0.52100.5
41/2
"5.211
05.4(
nissaP%
)g89
5998
41/2
"5.211
05.4"4
0.00100.4
6998
28"4
0.00100.4
31/2
"0.09
05.3001
9828
3731
/2"
0.0905.3
"30.57
00.3001
3928
2726
"30.57
00.321
/2"
0.3605.2
00159
1896
0625
21/2
"0.36
05.2"2
0.0500.2
00179
0856
5574
14"2
0.0500.2
11/2
"5.73
05.1001
8808
3684
9333
8211
/2"
5.7305.1
11/4
"5.13
52.1001
3987
0765
0433
9242
11/4
"5.13
52.1"1
0.5200.1
8928
8655
3482
5242
81"1
0.5200.1
3 /4"
0.9157.0
0826
0583
0322
8181
413 /
4"0.91
57.01 /
2"5.21
05.006
2433
5291
4121
2101
1 /2"
5.2105.0
3 /8"
5.9573.0
1403
7291
3111
99
83 /
8"5.9
573.0M4
57.4781.0
5121
119
76
56
5M4
57.4781.0
M863.2
490.08
76
55
33
43
M863.2
490.0M61
81.1740.0
43
33
22
22
2M61
81.1740.0
M0306.0
320.02
22
21
11
11
M0306.0
320.0M05
03.0210.0
11
11
M0503.0
210.0.82
egapno
nwohs
evrucno
desabsi
sisylananeerc
S:ET
ON
SC
RE
EN
AN
ALY
SIS
OF
PR
OD
UC
T FR
OM
TE
LSM
ITH
JA
W C
RU
SH
ER
(O
PE
N C
IRC
UIT
)
30
TELSMITH JAW CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
4"5"
6"8"
10"
14"
7"12
"
1"3 /4
"1 /2
"11 /2
"3 /8
"4M
8M16
M3
0M5
0M2"
3"4"
5"
PE
RC
EN
TPA
SS
ING
10"
20"
31
dradnatS
noitangiseD
eveiS
gnitteS
ediS
desolC
dradnatS
noitangiseD
eveiS
SU
mm
lamice
D"4
"5"6
"7"8
"01"21
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Um
mla
miceD
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04
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33 62 32 91
72 12 81 61
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5.735.130.520.91
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1 /2"
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5.215.9
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3.2
05.0
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7 4 2 1
6 4 2 1
5 3 1
3 2 1
3 2 1
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egapno
nwohs
evrucno
desabsi
sisylananeerc
S:
ETO
N
SC
RE
EN
AN
ALY
SIS
OF
PR
OD
UC
T FR
OM
TE
LSM
ITH
JA
W C
RU
SH
ER
(O
PE
N C
IRC
UIT
)
32
NOTES:
33
GYRASPHERE CRUSHERS— SERIES “D”
Gyrasphere (Cone Type) Crushers are used for secondaryand tertiary crushing. They are capable of producing a largepercentage of product in the desired sizes with a minimumoversize or excessive fines. Telsmith Series “D” GyrasphereCrushers are made in 24", 36", 48" and 66" sizes instandard and fine crusher models. Feed openings can varyfrom 21/2" to 15" in capacities of 4 to 455 TPH. For fulldescription and illustrations, refer to Bulletin 274C.
34
EZI
SS
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63
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3 /8"
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4124
2424
08
08
08
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1 /2"
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501501
5010
810
810
815 /
8"52
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2626
260
310
310
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3 /4"
03
03
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38
TELSMITH NO. 24 GYRASPHERE CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
1 /8"
1 /4"
5 /16
"3 /
8"1 /
2"5 /
8"3 /
4"1"
11 /4"
3 /16
"
1"3 /4
"1 /2
"3 /8"
4M8M
16M
30M
50M
100M
200M
2"3"
4"5"
PE
RC
EN
TPA
SS
ING
39
dradnatS
noitangiseD
eveiS
gnitteS
ediS
desolC
dradnatS
noitangiseD
eveiS
SU
mm
lamice
D1 /
8"3 /
61"
1 /4"
5 /61"
3 /8"
1 /2"
5 /8"
3 /4"
"111
/4"
SU
mm
lamice
D21
/2"
0.360
5.2001
21/2
"0.36
05.2
"20.0
500.2
)gnissaP
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49
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500.2
11/2
"5.73
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89
5711
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5.730
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05
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"5.13
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0.5200.1
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68
3573
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4"0.91
57.0001
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2775
83
03
3 /4"
0.9157.0
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5.210
5.0001
69
386
554
5372
121 /
2"5.21
05.0
3 /8"
5.9573.0
001001
3977
06
144
382
2271
3 /8"
5.9573.0
M457.4
781.029
6716
744
342
0261
3101
M457.4
781.0M8
63.2
49
0.077
05
2372
1241
2101
75
M86
3.24
90.0
M6181.1
740.0
7582
8151
217
65
32
M6181.1
740.0
M03
06.0
320.023
5111
97
54
42
1M0
30
6.0320.0
M05
03.0
210.071
97
65
43
31
M05
03.0
210.0M001
51.06
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66
54
32
2M001
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570.0300.0
35
43
21
11
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SC
RE
EN
AN
ALY
SIS
OF
PR
OD
UC
T FR
OM
TE
LSM
ITH
24S
, 245
S &
24F
C G
YR
AS
PH
ER
E C
RU
SH
ER
NO
TES
:1.S
cree
n A
naly
sis
is b
ased
on
curv
es s
how
n on
pag
e 3
8.
2.Fo
r re
com
men
ded
min
imum
and
max
imum
dis
char
ge o
peni
ngs,
and
cap
aciti
es s
ee p
age
35 a
nd 3
7.3.
Cap
aciti
es o
f sty
le (S
) gyr
asph
eres
are
bas
ed o
n op
en c
ircui
t cru
shin
g. (O
ne p
ass
thro
ugh
the
crus
her)
.4.
Cap
acity
of s
tyle
(FC
) gyr
asph
eres
are
bas
ed o
n cl
osed
circ
uit c
rush
ing.
(Per
cent
ages
larg
er th
an d
isch
arge
ope
ning
s re
pres
ent
circ
ulat
ing
load
).
AT
VAR
IOU
S D
ISC
HA
RG
E O
PE
NIN
GS
, OP
EN
ING
ME
AS
UR
ED
ON
CLO
SE
D S
IDE
.
40
TELSMITH NO. 36 GYRASPHERE CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
1"3 /4
"1 /2
"3 /8"
4M8M
16M
30M
50M
100M
200M
2"3"
4"5"
PE
RC
EN
TPA
SS
ING
1 /4"
1 /2"
5 /8"
3 /4"
1"11 /
4"11 /
2"13 /
4"2"
3 /8"
41
dradnatS
noitangiseD
eveiS
gnitteS
ediS
desolC
dradnatS
noitangiseD
eveiS
SU
mm
lamice
D1 /
4"3 /
8"1 /
2"5 /
8"3 /
4""1
11/4
"11
/2"
13/4
""2
SU
mm
lamice
D31
/2"
0.09
05.3
00131
/2"
0.09
05.3
"30.57
00.3)gnissa
P%(
0010
9"3
0.5700.3
21/2
"0.36
05.2
00139
9721
/2"
0.360
5.2"2
0.05
00.2001
00158
279
5"2
0.05
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/2"
5.730
5.1001
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95
84
83
11/2
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574
54
46
392
11/4
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0.5200.1
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358
30
362
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89
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3907
04
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1261
2101
83 /
8"5.9
573.0M4
57.4781.0
06
2332
9161
219
66
5M4
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3.24
90.0
43
7131
119
75
33
3M8
63.2
49
0.0M61
81.174
0.061
97
65
43
22
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30
6.0320.0
95
55
43
21
11
M03
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320.0M0
50
3.0210.0
64
43
32
1M0
50
3.0210.0
M00151.0
600.0
53
32
21
M00151.0
600.0
M002570.0
300.03
21
11
M002570.0
300.0
SC
RE
EN
AN
ALY
SIS
OF
PR
OD
UC
T FR
OM
TE
LSM
ITH
36S
, 367
S &
36F
C G
YR
AS
PH
ER
E C
RU
SH
ER
AT
VAR
IOU
S D
ISC
HA
RG
E O
PE
NIN
GS
, OP
EN
ING
ME
AS
UR
ED
ON
CLO
SE
D S
IDE
.
NO
TES
:1
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een
Ana
lysi
s is
bas
ed o
n cu
rves
sho
wn
on p
age
40
.2.
For
reco
mm
ende
d m
inim
um a
nd m
axim
um d
isch
arge
ope
ning
s, a
nd c
apac
ities
see
pag
e 35
and
37.
3.C
apac
ities
of s
tyle
(S
) gy
rasp
here
s ar
e ba
sed
on o
pen
circ
uit c
rush
ing.
(O
ne p
ass
thro
ugh
the
crus
her)
.4
.Cap
acity
of s
tyle
(FC
) gyr
asph
eres
are
bas
ed o
n cl
osed
circ
uit c
rush
ing.
(Per
cent
ages
larg
er th
an d
isch
arge
ope
ning
s re
pres
ent c
ircul
atin
g lo
ad).
42
TELSMITH NO. 48 GYRASPHERE CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
1"3 /4
"1 /2
"3 /8"
4M8M
16M
30M
50M
100M
200M
2"3"
4"5"
PE
RC
EN
TPA
SS
ING
3 /8"
5 /8"
3 /4"
7 /8"
1"11 /
4"11 /
2"2"
21 /2"
1 /2"
43
SC
RE
EN
AN
ALY
SIS
OF
PR
OD
UC
T FR
OM
TE
LSM
ITH
48S
, 489
S &
48F
C G
YR
AS
PH
ER
E C
RU
SH
ER
dradnatS
noitangiseD
eveiS
gnitteS
ediS
desolC
dradnatS
noitangiseD
eveiS
SU
mm
lamice
D3 /
8"1 /
2"5 /
8"3 /
4"7 /
8""1
11/4
"11
/2"
"221
/2"
SU
mm
lamice
D41
/2"
5.2110
5.4001
41/2
"5.211
05.4
"40.001
00.4)gnissa
P%(
00129
"40.001
00.431
/2"
0.09
05.3
99
88
31/2
"0.0
90
5.3"3
0.5700.3
09
67"3
0.5700.3
21/2
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05.2
00177
06
21/2
"0.36
05.2
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001001
786
54
4"2
0.05
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5.730
5.1001
89
5735
5382
11/2
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05.1
11/4
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04
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11/4
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378
524
2322
71"1
0.5200.1
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0.9157.0
0016
938
46
2534
3362
7131
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0.9157.0
1 /2"
5.210
5.00
957
7514
530
352
0221
91 /
2"5.21
05.0
3 /8"
5.9573.0
778
54
413
7242
0261
97
3 /8"
5.9573.0
M457.4
781.014
03
3271
5141
2101
54
M457.4
781.0M8
63.2
49
0.012
5131
018
87
53
2M8
63.2
49
0.0M61
81.174
0.011
97
64
44
42
M6181.1
740.0
M03
06.0
320.07
55
43
33
31
M03
06.0
320.0M0
50
3.0210.0
54
43
22
22
M05
03.0
210.0M001
51.06
00.04
33
21
11
1M001
51.06
00.0M002
570.0300.0
32
21
M002570.0
300.0
AT
VAR
IOU
S D
ISC
HA
RG
E O
PE
NIN
GS
, OP
EN
ING
ME
AS
UR
ED
ON
CLO
SE
D S
IDE
.
NO
TES
:1
.Scr
een
Ana
lysi
s is
bas
ed o
n cu
rves
sho
wn
on p
age
42
.2
.For
rec
omm
ende
d m
inim
um a
nd m
axim
um d
isch
arge
ope
ning
s, a
nd c
apac
ities
see
pag
e 35
and
37.
3.C
apac
ities
of s
tyle
(S
) gy
rasp
here
s ar
e ba
sed
on o
pen
circ
uit c
rush
ing.
(O
ne p
ass
thro
ugh
the
crus
her)
.4
.Cap
acity
of s
tyle
(FC
) gyr
asph
eres
are
bas
ed o
n cl
osed
circ
uit c
rush
ing.
(Per
cent
ages
larg
er th
an d
isch
arge
ope
ning
s re
pres
ent c
ircul
atin
g lo
ad).
44
TELSMITH NO. 66 GYRASPHERE CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
1"3 /4
"1 /2
"3 /8"
4M8M
16M
30M
50M
100M
200M
2"3"
4"5"
PE
RC
EN
TPA
SS
ING
3 /8"
5 /8"
3 /4"
7 /8"
1"11 /
4"11 /
2"2"
21 /2"
1 /2"
45
SC
RE
EN
AN
ALY
SIS
OF
PR
OD
UC
T FR
OM
TE
LSM
ITH
66S
, 661
4S &
66F
C G
YR
AS
PH
ER
E C
RU
SH
ER
dradnatS
noitangiseD
eveiS
gnitteS
ediS
desolC
dradnatS
noitangiseD
eveiS
SU
mm
lamice
D3 /
8"1 /
2"5 /
8"3 /
4"7 /
8""1
11/4
"11
/2"
"221
/2"
SU
mm
lamice
D"4
0.00100.4
001"4
0.00100.4
31/2
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90
5.3001
1931
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0.09
05.3
"30.57
00.3(
gnissaP
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7947
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00.321
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0.360
5.2001
9735
21/2
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05.2
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500.2
001001
88
5553
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500.2
11/2
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5001
89
574
553
4211
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514
9202
11/4
"5.13
52.1"1
0.5200.1
0019
958
2716
2433
3261
"10.52
00.13 /
4"0.91
57.0001
89
48
3615
44
3362
8131
3 /4"
0.9157.0
1 /2"
5.210
5.00
957
65
2453
03
4291
319
1 /2"
5.210
5.03 /
8"5.9
573.067
95
44
2372
4291
6101
73 /
8"5.9
573.0M4
57.4781.0
3433
5271
5131
119
53
M457.4
781.0M8
63.2
49
0.042
9141
87
64
42
1M8
63.2
49
0.0M61
81.174
0.051
018
44
32
21
M6181.1
740.0
M03
06.0
320.001
74
33
21
1M0
30
6.0320.0
M05
03.0
210.07
53
22
1M0
50
3.0210.0
M00151.0
600.0
54
21
1M001
51.06
00.0M002
570.0300.0
43
1M002
570.0300.0
AT
VAR
IOU
S D
ISC
HA
RG
E O
PE
NIN
GS
, OP
EN
ING
ME
AS
UR
ED
ON
CLO
SE
D S
IDE
.
NO
TES
:1
.Scr
een
Ana
lysi
s is
bas
ed o
n cu
rves
sho
wn
on p
age
44
.2.
For
reco
mm
ende
d m
inim
um a
nd m
axim
um d
isch
arge
ope
ning
s, a
nd c
apac
ities
see
pag
e 35
and
37.
3.C
apac
ities
of s
tyle
(S
) gy
rasp
here
s ar
e ba
sed
on o
pen
circ
uit c
rush
ing.
(O
ne p
ass
thro
ugh
the
crus
her)
.4
.Cap
acity
of s
tyle
(FC
) gyr
asph
eres
are
bas
ed o
n cl
osed
circ
uit c
rush
ing.
(Per
cent
ages
larg
er th
an d
isch
arge
ope
ning
s re
pres
ent c
ircul
atin
g lo
ad).
46
GYRASPHERE CRUSHER— SERIES “H”
“H” Series Gyrasphere (cone type) crushers are used forsecondary and tertiary crushing. These crushers have beendeveloped using the expertise and experience gained overmore than 65 years of producing high quality cone typecrushers. This expertise combined with modern materialsand technology including computer aided design (CAD)data has resulted in these dependable, high capacitycrushers. Feed openings are available from 31/2" to 11" incapacities from 175 to 1010 TPH. For full descriptionsand illustrations, refer to Bulletin T403.
47
SP
EC
IFIC
ATIO
NS
— S
ER
IES
“H
” G
YR
AS
PH
ER
E C
RU
SH
ER
S —
STY
LE S
& F
C
EZI
SS4
4CF
44
S25CF
25S75
CF75
S86
CF8
6
deriuqeR
PH
002002
052
003
003
003
004
005
leehwylF
rehsurC
MP
R776
77600
600
6017
01756
556
5
&.aiD.P
evaehS
&sreb
muN
stleBfo
epyTC01–"42
C01–"42D01–"33
D01–"33D01–"33
D01–"33V8-8–"0
4V8-8–"01
thgieW
gnippihS
.sbL002,13
002,1300
9,7400
9,74000,6
6000,6
6000,9
01000,9
01
thgieW
tropxE
rofdexo
B.sbL
058,13
058,13
009,8
400
9,84
005,76
005,76
002,111000,211
stnetnoC.u
Cdexo
BtropxE
.tF3
076076
077077
091,1
091,1
574,1574,1
48
CA
PAC
ITIE
S —
SE
RIE
S “
H”
GY
RA
SP
HE
RE
CR
US
HE
RS
— S
TYLE
S
EZI
SS4
4S25
S75S8
6
lwo
BfoepyT
artxE
esraoC
esraoC
muideM
.xE
esraoC
esraoC
muideM
.xE
esraoC
esraoC
muideM
.xE
esraoC
esraoC
muideM
gninepO
deeFedi
Snep
O"7
57/ 8
"47
/ 8"
81/ 8
"73
/ 8"
51/ 2
"01
3 /4"
"9"9
111 /
4"01
1 /2"
87/ 8
"edi
Sdesol
C51
/ 2"
41/ 4
"31
/ 2"
61/ 2
"53
/ 4"
33/ 4
"91
/ 8"
81/ 2
"75
/ 8"
011 /
2"83
/ 4"
"7
mumini
Mdedne
mmoce
R*gninep
Oegrahcsi
D"1
3 /4"
1 /2"
"13 /
4"5 /
8""1
7 /8"
3 /4"
11/ 4
""1
3 /4"
.tF.sbL001
gnihgieWlaireta
M.sbL0002fo
snoT.gninepO
egrahcsiD
detacidnItaruo
Hre
PsnoT
niseiticapa
C3
1 /2"
——
081
——
——
——
——
—5 /
8"—
—512
——
042
——
——
——
3 /4"
—532
532—
072072
——
593
——
555
"1562
562562
033
033
033
574574
574—
036
036
11/ 4
"00
300
300
30
83
08
30
83
015015
01559
659
659
6
11/ 2
"0
43
04
30
43
034
034
034
075075
0750
570
570
57
"20
93
09
30
93
005
005
005
566
566
566
529529
529
21/ 2
"—
——
——
——
——
010,1010,1
010,1.91-81
segaP,setonlareneg
nin
wohsatad
nodesab
seiticapacllA.1
:S
ETO
N.rehsurc
ehthguorht
ssapeno
—gnihsurc
TIU
CRI
CN
EP
Ono
desabera
serehpsaryG
Selyt
Sfoseiticapa
C.2.noitallatsni
yrevedna
hcaerof
elbacilppaylirassecenton
silwob
hcaerof
gnittesmu
minim
ehT*
49
CA
PAC
ITIE
S —
SE
RIE
S “
H”
GY
RA
SP
HE
RE
CR
US
HE
RS
— S
TYLE
FC
EZI
SCF
44
CF25
CF75
CF8
6
lwo
BfoepyT
esraoC
muideM
eniFesrao
Cmuide
MeniF
esraoC
muideM
eniFesrao
Cmuide
MeniF
gninepO
deeFedi
Snep
O41
/ 4"
33/ 4
"31
/ 2"
"541
/ 2"
"4"6
41/ 4
"33
/ 8"
65/ 8
"47
/ 8"
33/ 8
"
ediS
desolC
25/ 8
"21
/ 4"
13/ 4
"31
/ 2"
27/ 8
"21
/ 4"
43/ 8
"25
/ 8"
13/ 4
""5
31/ 8
"15
/ 8"
mumini
Mdedne
mmoce
R*gninep
Oegrahcsi
D5 /
8"1 /
2"3 /
8"5 /
8"1 /
2"3 /
8"3 /
4"5 /
8"1 /
2"7 /
8"5 /
8"3 /
8"
.tF.sbL001
gnihgieWlaireta
M.sbL0002fo
snoT.gninepO
egrahcsiD
detacidnItaruo
Hre
PsnoT
niseiticapa
C3
3 /8"
—571
571—
—002
——
——
—0
94
1 /2"
081
081
081
—532
532—
—0
53—
—0
355 /
8"012
012012
562562
562—
09
30
93
—075
0753 /
4"532
532532
003
003
003
534534
534—
016016
"10
920
920
9256
356
356
3025
025025
09
60
96
09
6
11/ 4
"—
——
——
——
——
567567
567
.91-81sega
P,setonlarenegni
nwohs
atadno
desabseiticapacll
A.1:
SET
ON
gnimussa
—gnihsurc
TIU
CRI
CD
ES
OLC
nodesab
eradnatup-urhtlatot
nodesab
eraserehpsary
GCF
elytSfo
seiticapaC.2
.ycneiciffeneercsla
mron.noitallatsni
yrevedna
hcaerof
elbacilppaylirassecenton
silwob
hcaerof
gnittesmu
minim
ehT*
50
TELSMITH NO. 44 GYRASPHERE CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
1"3 /4
"1 /2
"3 /8"
4M8M
16M
30M
50M
100M
200M
2"3"
4"5"
PE
RC
EN
TPA
SS
ING
3 /8"
5 /8"
3 /4"
7 /8"
1"11 /
4"11 /
2"13 /
4"2"
1 /2"
51
SC
RE
EN
AN
ALY
SIS
OF
PR
OD
UC
T FR
OM
TE
LSM
ITH
44S
& 4
4FC
GY
RA
SP
HE
RE
CR
US
HE
R
dradnatS
noitangiseD
eveiS
gnitteS
ediS
desolC
dradnatS
noitangiseD
eveiS
SU
mm
lamice
D3 /
8"1 /
2"5 /
8"3 /
4"7 /
8""1
11/4
"11
/2"
13/4
""2
SU
mm
lamice
D"3
0.5700.3
001001
"30.57
00.321
/2"
0.360
5.2(
)gnissaP
%001
99
3821
/2"
0.360
5.2"2
0.05
00.2001
69
9726
"20.0
500.2
11/2
"5.73
05.1
001001
786
615
3411
/2"
5.730
5.111
/4"
5.1352.1
0019
919
96
3514
5311
/4"
5.1352.1
"10.52
00.1001
49
48
2715
04
2372
"10.52
00.13 /
4"0.91
57.0001
0010
967
3615
7392
4212
3 /4"
0.9157.0
1 /2"
5.210
5.08
928
5625
144
362
0271
411 /
2"5.21
05.0
3 /8"
5.9573.0
88
760
59
30
352
0261
3121
3 /8"
5.9573.0
M457.4
781.075
5362
9151
3121
97
6M4
57.4781.0
M86
3.24
90.0
1391
6111
97
75
44
M86
3.24
90.0
M6181.1
740.0
9111
017
63
42
22
M6181.1
740.0
M03
06.0
320.031
87
54
22
11
1M0
30
6.0320.0
M05
03.0
210.08
55
32
11
M05
03.0
210.0M001
51.06
00.04
33
21
M00151.0
600.0
M002570.0
300.01
11
1M002
570.0300.0
AT
VAR
IOU
S D
ISC
HA
RG
E O
PE
NIN
GS
, OP
EN
ING
ME
AS
UR
ED
ON
CLO
SE
D S
IDE
.
NO
TES
:1
.Scr
een
Ana
lysi
s is
bas
ed o
n cu
rves
sho
wn
on p
age
50
.2.
For
reco
mm
ende
d m
inim
um a
nd m
axim
um d
isch
arge
ope
ning
s, a
nd c
apac
ities
see
pag
e 4
8 an
d 4
9.
3.C
apac
ities
of s
tyle
(S
) gy
rasp
here
s ar
e ba
sed
on o
pen
circ
uit c
rush
ing.
(O
ne p
ass
thro
ugh
the
crus
her)
.4
.Cap
acity
of s
tyle
(FC
) gyr
asph
eres
are
bas
ed o
n cl
osed
circ
uit c
rush
ing.
(Per
cent
ages
larg
er th
an d
isch
arge
ope
ning
s re
pres
ent c
ircul
atin
g lo
ad).
52
TELSMITH NO. 52 GYRASPHERE CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
1"3 /4
"1 /2
"3 /8"
4M8M
16M
30M
50M
100M
200M
2"3"
4"5"
PE
RC
EN
TPA
SS
ING
3 /8"
5 /8"
3 /4"
7 /8"
1"11 /
4"11 /
2"13 /
4"2"
1 /2"
53
SC
RE
EN
AN
ALY
SIS
OF
PR
OD
UC
T FR
OM
TE
LSM
ITH
52S
& 5
2FC
GY
RA
SP
HE
RE
CR
US
HE
R
dradnatS
noitangiseD
eveiS
gnitteS
ediS
desolC
dradnatS
noitangiseD
eveiS
SU
mm
lamice
D3 /
8"1 /
2"5 /
8"3 /
4"7 /
8""1
11/4
"11
/2"
13/4
""2
SU
mm
lamice
D31
/2"
0.09
05.3
00131
/2"
0.09
05.3
"30.57
00.3gnissa
P%(
)001
89
"30.57
00.321
/2"
0.360
5.2001
99
3821
/2"
0.360
5.2"2
0.05
00.2001
69
9726
"20.0
500.2
11/2
"5.73
05.1
001001
786
615
3411
/2"
5.730
5.111
/4"
5.1352.1
0019
919
96
3514
5311
/4"
5.1352.1
"10.52
00.1001
49
48
2715
04
2372
"10.52
00.13 /
4"0.91
57.0001
0010
967
3615
7392
4212
3 /4"
0.9157.0
1 /2"
5.210
5.08
928
5625
144
362
0271
411 /
2"5.21
05.0
3 /8"
5.9573.0
88
760
59
30
352
0261
3121
3 /8"
5.9573.0
M457.4
781.075
5362
9151
3101
97
6M4
57.4781.0
M86
3.24
90.0
1381
3101
87
55
44
M86
3.24
90.0
M6181.1
740.0
519
76
53
22
22
M6181.1
740.0
M03
06.0
320.08
55
43
21
11
1M0
30
6.0320.0
M05
03.0
210.05
33
32
1M0
50
3.0210.0
M00151.0
600.0
32
11
1M001
51.06
00.0M002
570.0300.0
11
11
M002570.0
300.0
AT
VAR
IOU
S D
ISC
HA
RG
E O
PE
NIN
GS
, OP
EN
ING
ME
AS
UR
ED
ON
CLO
SE
D S
IDE
.
NO
TES
:1
.Scr
een
Ana
lysi
s is
bas
ed o
n cu
rves
sho
wn
on p
age
52
.2.
For
reco
mm
ende
d m
inim
um a
nd m
axim
um d
isch
arge
ope
ning
s, a
nd c
apac
ities
see
pag
e 4
8 an
d 4
9.
3.C
apac
ities
of s
tyle
(S
) gy
rasp
here
s ar
e ba
sed
on o
pen
circ
uit c
rush
ing.
(O
ne p
ass
thro
ugh
the
crus
her)
.4
.Cap
acity
of s
tyle
(FC
) gyr
asph
eres
are
bas
ed o
n cl
osed
circ
uit c
rush
ing.
(Per
cent
ages
larg
er th
an d
isch
arge
ope
ning
s re
pres
ent c
ircul
atin
g lo
ad).
54
TELSMITH NO. 57 GYRASPHERE CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
1"3 /4
"1 /2
"3 /8"
4M8M
16M
30M
50M
100M
200M
2"3"
4"5"
PE
RC
EN
TPA
SS
ING
3 /8"
5 /8"
3 /4"
7 /8"
1"11 /
4"11 /
2"13 /
4"2"
1 /2"
55
SC
RE
EN
AN
ALY
SIS
OF
PR
OD
UC
T FR
OM
TE
LSM
ITH
57S
& 5
7FC
GY
RA
SP
HE
RE
CR
US
HE
R
dradnatS
noitangiseD
eveiS
gnitteS
ediS
desolC
dradnatS
noitangiseD
eveiS
SU
mm
lamice
D3 /
8"1 /
2"5 /
8"3 /
4"7 /
8""1
11/4
"11
/2"
13/4
""2
SU
mm
lamice
D31
/2"
0.09
05.3
00131
/2"
0.09
05.3
"30.57
00.3(
nissaP
%)g
0018
9"3
0.5700.3
21/2
"0.36
05.2
00179
5821
/2"
0.360
5.2"2
0.05
00.2001
3967
36"2
0.05
00.211
/2"
5.730
5.1001
00158
66
1514
11/2
"5.73
05.1
11/4
"5.13
52.1001
799
88
625
04
2311
/4"
5.1352.1
"10.52
00.1001
3928
1725
93
03
52"1
0.5200.1
3 /4"
0.9157.0
001001
98
5726
1573
8232
913 /
4"0.91
57.01 /
2"5.21
05.0
7918
66
05
04
43
5291
6131
1 /2"
5.210
5.03 /
8"5.9
573.04
856
158
313
6291
5121
013 /
8"5.9
573.0M4
57.4781.0
05
43
6202
6131
97
65
M457.4
781.0M8
63.2
49
0.042
7131
018
64
33
2M8
63.2
49
0.0M61
81.174
0.011
87
65
32
11
1M61
81.174
0.0M0
30
6.0320.0
55
54
32
1M0
30
6.0320.0
M05
03.0
210.03
33
32
1M0
50
3.0210.0
M00151.0
600.0
22
22
1M001
51.06
00.0M002
570.0300.0
11
11
M002570.0
300.0
AT
VAR
IOU
S D
ISC
HA
RG
E O
PE
NIN
GS
, OP
EN
ING
ME
AS
UR
ED
ON
CLO
SE
D S
IDE
.
NO
TES
:1
.Scr
een
Ana
lysi
s is
bas
ed o
n cu
rves
sho
wn
on p
age
54
.2.
For
reco
mm
ende
d m
inim
um a
nd m
axim
um d
isch
arge
ope
ning
s, a
nd c
apac
ities
see
pag
e 4
8 an
d 4
9.
3.C
apac
ities
of s
tyle
(S
) gy
rasp
here
s ar
e ba
sed
on o
pen
circ
uit c
rush
ing.
(O
ne p
ass
thro
ugh
the
crus
her)
.4
.Cap
acity
of s
tyle
(FC
) gyr
asph
eres
are
bas
ed o
n cl
osed
circ
uit c
rush
ing.
(Per
cent
ages
larg
er th
an d
isch
arge
ope
ning
s re
pres
ent c
ircul
atin
g lo
ad).
56
TELSMITH NO. 68 GYRASPHERE CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
1"3 /4
"1 /2
"3 /8"
4M8M
16M
30M
50M
100M
200M
2"3"
4"5"
PE
RC
EN
TPA
SS
ING
3 /8"
5 /8"
3 /4"
7 /8"
1"11 /
4"11 /
2"13 /
4"2"
1 /2"
57
SC
RE
EN
AN
ALY
SIS
OF
PR
OD
UC
T FR
OM
TE
LSM
ITH
68S
& 6
8FC
GY
RA
SP
HE
RE
CR
US
HE
R
dradnatS
noitangiseD
eveiS
gnitteS
ediS
desolC
dradnatS
noitangiseD
eveiS
SU
mm
lamice
D3 /
8"1 /
2"5 /
8"3 /
4"7 /
8""1
11/4
"11
/2"
13/4
""2
SU
mm
lamice
D31
/2"
0.09
05.3
00131
/2"
0.09
05.3
"30.57
00.3(
nissaP
%)g
0018
9"3
0.5700.3
21/2
"0.36
05.2
00179
7821
/2"
0.360
5.2"2
0.05
00.2001
49
776
6"2
0.05
00.211
/2"
5.730
5.1001
00158
86
354
411
/2"
5.730
5.111
/4"
5.1352.1
00179
98
074
524
43
11/4
"5.13
52.1"1
0.5200.1
0014
94
837
45
1423
72"1
0.5200.1
3 /4"
0.9157.0
001001
09
6736
259
382
4202
3 /4"
0.9157.0
1 /2"
5.210
5.079
286
60
59
34
352
8161
311 /
2"5.21
05.0
3 /8"
5.9573.0
48
5615
7392
5291
3121
013 /
8"5.9
573.0M4
57.4781.0
84
3352
0261
419
56
4M4
57.4781.0
M86
3.24
90.0
4271
3101
87
42
32
M86
3.24
90.0
M6181.1
740.0
119
87
54
21
11
M6181.1
740.0
M03
06.0
320.05
65
53
21
M03
06.0
320.0M0
50
3.0210.0
34
33
21
M05
03.0
210.0M001
51.06
00.02
22
21
M00151.0
600.0
M002570.0
300.01
11
1M002
570.0300.0
AT
VAR
IOU
S D
ISC
HA
RG
E O
PE
NIN
GS
, OP
EN
ING
ME
AS
UR
ED
ON
CLO
SE
D S
IDE
.
NO
TES
:1
.Scr
een
Ana
lysi
s is
bas
ed o
n cu
rves
sho
wn
on p
age
56
.2.
For
reco
mm
ende
d m
inim
um a
nd m
axim
um d
isch
arge
ope
ning
s, a
nd c
apac
ities
see
pag
e 4
8 an
d 4
9.
3.C
apac
ities
of s
tyle
(S
) gy
rasp
here
s ar
e ba
sed
on o
pen
circ
uit c
rush
ing.
(O
ne p
ass
thro
ugh
the
crus
her)
.4
.Cap
acity
of s
tyle
(FC
) gyr
asph
eres
are
bas
ed o
n cl
osed
circ
uit c
rush
ing.
(Per
cent
ages
larg
er th
an d
isch
arge
ope
ning
s re
pres
ent c
ircul
atin
g lo
ad).
58
TELSMITH “SILVER BULLET” SERIESGYRASPHERE CRUSHER
The new “Silver Bullet” Series Gyrasphere Crushersincorporate all the rugged, dependable, high capacityfeatures of previous Gyrasphere Models plus many newinnovations, i.e., anti-spin head brake, hydraulic lockingsystem, adjust under load feature, support bowl extraction/insertion with rotate system and more. Presentlymanufactured in Models 38, 44, 52, 57 & 68 in both openand closed circuit crushing chamber configurations. Formore information, contact factory.
59
SP
EC
IFIC
ATIO
NS
— S
ILV
ER
BU
LLE
T S
ER
IES
GY
RA
SP
HE
RE
CR
US
HE
RS
LE
DO
MS
BS
834
4S
BS
25S
BS
75S
BS
86
SB
S
deriuqeR
PH
00200
300
400
500
6
MP
RleehwylF
rehsurC
087
77600
6017
565
&.aiD.P
evaehS
&sreb
muN
stleBfo
epyTV5/8
–6.32
V5/8–
6.32V8/6
–5.53
V8/8–
5.53V8/01
–0.04
*.sbLthgieW
gnippihS
008,92
000,63
000,35000,67
000,211
thgieW
.sbLtropxE
rofdexo
B00
6,03
08
8,73579,4
500
5,77028,411
stnetnoC.u
C.tF
dexoBtropx
E3
057
508
011,1075,1
053,2
.srenilgnihsurclacipyt
dna,tinulortnocciluardyh,noitpo
nips-itna,reloocO/
Ahti
wmetsys
ebul:edulcnisthgie
W*
60
CA
PAC
ITIE
S —
SIL
VE
R B
ULL
ET
SE
RIE
S G
YR
AS
PH
ER
E C
RU
SH
ER
S —
OP
EN
CIR
CU
IT C
RU
SH
ING
EZI
S83
4425
7586
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BfoepyT
artxEesrao
C.de
Mesrao
C.de
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M.xE
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esraoC
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.xEesrao
Cesrao
C.de
M.xE
esraoC
esraoC
.deM
gninepO
deeFedi
Snep
O"8.5
"3.5"8.4
"757
/ 8"
47/ 8
"81
/ 8"
73/ 8
"51
/ 2"
013 /
4""9
"911
1 /4"
011 /
2"87
/ 8"
ediS
desolC
"5.4"9.3
"4.351
/ 2"
41/ 4
"31
/ 2"
61/ 2
"53
/ 4"
33/ 4
"91
/ 8"
81/ 2
"75
/ 8"
011 /
2"83
/ 4"
"7
mumini
Mdedne
mmoce
R*gninep
Oegrahcsi
D3 /
4"5 /
8"1 /
2""1
3 /4"
1 /2"
"13 /
4"5 /
8""1
7 /8"
3 /4"
11/ 4
""1
3 /4"
.tF.sbL001
gnihgieWlaireta
M.sbL0002fo
snoT.gninepO
egrahcsiD
detacidnItaruo
Hre
PsnoT
niseiticapa
C3
1 /2"
——
——
—081
——
——
——
——
—5 /
8"—
—521
——
512—
—042
——
——
——
3 /4"
—051
051—
532532
—072
072—
—593
——
555
"1071
071071
562562
562033
033033
574574
574—
036036
11/ 4
"502
502502
003003
003083
083083
015015
015596
596596
11/ 2
"532
532532
043043
043034
034034
075075
075057
057057
"2562
562562
093093
093005
005005
566566
566529
529529
21/ 2
"003
003003
——
——
——
——
—010,1
010,1010,1
.91-81sega
P,setonlarenegni
nwohs
atadno
desabseiticapacll
A.1:
SET
ON
.rehsurceht
hguorhtssap
eno—
gnihsurcTI
UC
RIC
NE
PO
nodesab
eraserehpsary
Gfoseiticapa
C.2.noitallatsni
yrevedna
hcaerof
elbacilppaylirassecenton
silwob
hcaerof
gnittesmu
minim
ehT*
61
CA
PAC
ITIE
S —
SIL
VER
BU
LLE
T S
ER
IES
GY
RA
SP
HE
RE
CR
US
HE
RS
— C
LOS
ED
CIR
CU
IT C
RU
SH
ING
EZI
S83
4425
7586
lwo
BfoepyT
esraoC
muideM
eniFesrao
Cmuide
MeniF
esraoC
muideM
eniFesrao
Cmuide
MeniF
esraoC
muideM
eniF
gninepO
deeFedi
Snep
O41
/ 4"
33/ 4
"31
/ 4"
41/ 4
"33
/ 4"
31/ 2
""5
41/ 2
"4"
6"41
/ 4"
33/ 8
"65
/ 8"
47/ 8
"33
/ 8"
ediS
desolC
27/ 8
"21
/ 4"
13/ 4
"25
/ 8"
21/ 4
"13
/ 4"
31/ 2
"27
/ 8"
21/ 4
"43
/ 8"
25/ 8
"13
/ 4"
5"31
/ 8"
15/ 8
"mu
miniM
dednem
moceR
*gninepO
egrahcsiD
5 /8"
1 /2"
3 /8"
5 /8"
1 /2"
3 /8"
5 /8"
1 /2"
1 /2"
3 /4"
5 /8"
1 /2"
3 /4"
5 /8"
1 /2"
.tF.sbL001
gnihgieWlaireta
M.sbL0002fo
snoT.gninepO
egrahcsiD
detacidnItaruo
Hre
PsnoT
niseiticapa
C3
3 /8"
——
-5110
41—
—-0
51591
——
——
——
——
—
1 /2"
—-0
310
61-0
310
61—
-071022
-071022
—-002
062
-0020
62—
—-00
358
3—
—-0
5458
55 /
8"-551
091
-5510
91-551
091
-0020
62-002
062
-0020
62-522
092
-5220
92-522
092
—-0
330
34-0
330
34—
-584
526-58
4526
3 /4"
-071012
-071012
-071012
-022582
-022582
-022582
-5520
33-552
033
-5520
33-073
08
4-073
08
4-073
08
4-025
076-025
076-025
076
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552-502
552-502
552-072
053
-0720
53-072
053
-01300
4-013
004
-01300
4-0
44
575-0
44
575-0
44
575-58
50
67-58
50
67-58
50
67
11/ 4
"—
—–
——
——
——
——
—-0
560
48
-056
04
8-0
560
48
11/ 2
"—
—–
——
——
——
——
——
——
13/ 4
"—
—–
——
——
——
——
——
——
.91-81sega
P,setonlarenegni
nwohs
atadno
desabseiticapacll
A.1:
SET
ON
.gnihsurcTI
UC
RIC
DE
SOL
Cno
desabtuphguorhtlatotera
serehpsaryGfo
seiticapaC.2
.noitallatsniyreve
dnahcae
rofelbacilppa
ylirassecentonsil
wobhcae
rofgnittes
mumini
mehT
*
62
TELSMITH NO. 38 GYRASPHERE CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
1"3 /4
"1 /2
"3 /8"
4M8M
16M
30M
50M
100M
200M
2"3"
4"5"
PE
RC
EN
TPA
SS
ING
5 /8"
3 /4"
7 /8"
1"11 /
4"11 /
2"13 /
4"2"
63
dradnatS
noitangiseD
eveiS
gnitteS
ediS
desolC
dradnatS
noitangiseD
eveiS
SU
mm
lamice
D1 /
2"5 /
8"3 /
4"7 /
8""1
11/4
"11
/2"
13/4
""2
SU
mm
lamice
D"3
0.5700.3
001001
"30.57
00.321
/2"
0.360
5.2(
)gnissaP
%001
99
3821
/2"
0.360
5.2"2
0.05
00.2001
69
9726
"20.0
500.2
11/2
"5.73
05.1
001001
00178
66
1534
11/2
"5.73
05.1
11/4
"5.13
52.19
90
90
98
635
1453
11/4
"5.13
52.1"1
0.5200.1
001001
49
3737
2514
2372
"10.52
00.13 /
4"0.91
57.079
2957
5454
2352
1281
3 /4"
0.9157.0
1 /2"
5.210
5.018
1634
4242
8141
2101
1 /2"
5.210
5.03 /
8"5.9
573.04
674
2391
9161
2101
93 /
8"5.9
573.0M4
57.4781.0
7372
8121
2111
86
6M4
57.4781.0
M86
3.24
90.0
3271
117
77
54
4M8
63.2
49
0.0M61
81.174
0.051
117
33
42
22
M6181.1
740.0
M03
06.0
320.001
85
22
21
11
M03
06.0
320.0M0
50
3.0210.0
86
41
11
M05
03.0
210.0M001
51.06
00.05
43
M00151.0
600.0
M002570.0
300.03
22
M002570.0
300.0
AT
VAR
IOU
S D
ISC
HA
RG
E O
PE
NIN
GS
, O
PE
NIN
G M
EA
SU
RE
D O
N C
LOS
ED
SID
E.
NO
TES
:1.
Scr
een
Ana
lysi
s is
bas
ed o
n cu
rves
sho
wn
on p
age
62
.2.
For
reco
mm
ende
d m
inim
um a
nd m
axim
um d
isch
arge
ope
ning
s, a
nd c
apac
ities
see
pag
es 6
0 a
nd 6
1.
3.C
apac
ities
of
gyra
sphe
res
are
base
d on
ope
n ci
rcui
t cr
ushi
ng.
(One
pas
s th
roug
h th
e cr
ushe
r).
4.C
apac
ity o
f gy
rasp
here
s ar
e ba
sed
on c
lose
d ci
rcui
t cr
ushi
ng.
(Per
cent
ages
lar
ger
than
dis
char
ge o
peni
ngs
repr
esen
t ci
rcul
atin
g lo
ad).
SC
RE
EN
AN
ALY
SIS
OF
PR
OD
UC
T FR
OM
TE
LSM
ITH
38
GY
RA
SP
HE
RE
CR
US
HE
R
64
TELSMITH NO. 44 GYRASPHERE CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
1"3 /4
"1 /2
"3 /8"
4M8M
16M
30M
50M
100M
200M
2"3"
4"5"
PE
RC
EN
TPA
SS
ING
3 /8"
5 /8"
3 /4"
7 /8"
1"11 /
4"11 /
2"13 /
4"2"
1 /2"
65
SC
RE
EN
AN
ALY
SIS
OF
PR
OD
UC
T FR
OM
TE
LSM
ITH
44
GY
RA
SP
HE
RE
CR
US
HE
R
dradnatS
noitangiseD
eveiS
gnitteS
ediS
desolC
dradnatS
noitangiseD
eveiS
SU
mm
lamice
D3 /
8"1 /
2"5 /
8"3 /
4"7 /
8""1
11/4
"11
/2"
13/4
""2
SU
mm
lamice
D"3
0.5700.3
001001
"30.57
00.321
/2"
0.360
5.2(
)gnissaP
%001
99
3821
/2"
0.360
5.2"2
0.05
00.2001
69
9726
"20.0
500.2
11/2
"5.73
05.1
001001
786
615
3411
/2"
5.730
5.111
/4"
5.1352.1
0019
919
96
3514
5311
/4"
5.1352.1
"10.52
00.1001
49
48
2715
04
2372
"10.52
00.13 /
4"0.91
57.0001
0010
967
3615
7392
4212
3 /4"
0.9157.0
1 /2"
5.210
5.08
928
5625
144
362
0271
411 /
2"5.21
05.0
3 /8"
5.9573.0
88
760
59
30
352
0261
3121
3 /8"
5.9573.0
M457.4
781.075
5362
9151
3121
97
6M4
57.4781.0
M86
3.24
90.0
1391
6111
97
75
44
M86
3.24
90.0
M6181.1
740.0
9111
017
63
42
22
M6181.1
740.0
M03
06.0
320.031
87
54
22
11
1M0
30
6.0320.0
M05
03.0
210.08
55
32
11
M05
03.0
210.0M001
51.06
00.04
33
21
M00151.0
600.0
M002570.0
300.01
11
1M002
570.0300.0
AT
VAR
IOU
S D
ISC
HA
RG
E O
PE
NIN
GS
, O
PE
NIN
G M
EA
SU
RE
D O
N C
LOS
ED
SID
E.
NO
TES
:1.
Scr
een
Ana
lysi
s is
bas
ed o
n cu
rves
sho
wn
on p
age
64
.2.
For
reco
mm
ende
d m
inim
um a
nd m
axim
um d
isch
arge
ope
ning
s, a
nd c
apac
ities
see
pag
e 6
0 a
nd 6
1.
3.C
apac
ities
of
gyra
sphe
res
are
base
d on
ope
n ci
rcui
t cr
ushi
ng.
(One
pas
s th
roug
h th
e cr
ushe
r).
4.C
apac
ity o
f gy
rasp
here
s ar
e ba
sed
on c
lose
d ci
rcui
t cr
ushi
ng.
(Per
cent
ages
lar
ger
than
dis
char
ge o
peni
ngs
repr
esen
t ci
rcul
atin
g lo
ad).
66
TELSMITH NO. 52 GYRASPHERE CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
1"3 /4
"1 /2
"3 /8"
4M8M
16M
30M
50M
100M
200M
2"3"
4"5"
PE
RC
EN
TPA
SS
ING
3 /8"
5 /8"
3 /4"
7 /8"
1"11 /
4"11 /
2"13 /
4"2"
1 /2"
67
SC
RE
EN
AN
ALY
SIS
OF
PR
OD
UC
T FR
OM
TE
LSM
ITH
52
GY
RA
SP
HE
RE
CR
US
HE
R
dradnatS
noitangiseD
eveiS
gnitteS
ediS
desolC
dradnatS
noitangiseD
eveiS
SU
mm
lamice
D3 /
8"1 /
2"5 /
8"3 /
4"7 /
8""1
11/4
"11
/2"
13/4
""2
SU
mm
lamice
D31
/2"
0.09
05.3
00131
/2"
0.09
05.3
"30.57
00.3gnissa
P%(
)001
89
"30.57
00.321
/2"
0.360
5.2001
99
3821
/2"
0.360
5.2"2
0.05
00.2001
69
9726
"20.0
500.2
11/2
"5.73
05.1
001001
786
615
3411
/2"
5.730
5.111
/4"
5.1352.1
0019
919
96
3514
5311
/4"
5.1352.1
"10.52
00.1001
49
48
2715
04
2372
"10.52
00.13 /
4"0.91
57.0001
0010
967
3615
7392
4212
3 /4"
0.9157.0
1 /2"
5.210
5.08
928
5625
144
362
0271
411 /
2"5.21
05.0
3 /8"
5.9573.0
88
760
59
30
352
0261
3121
3 /8"
5.9573.0
M457.4
781.075
5362
9151
3101
97
6M4
57.4781.0
M86
3.24
90.0
1381
3101
87
55
44
M86
3.24
90.0
M6181.1
740.0
519
76
53
22
22
M6181.1
740.0
M03
06.0
320.08
55
43
21
11
1M0
30
6.0320.0
M05
03.0
210.05
33
32
1M0
50
3.0210.0
M00151.0
600.0
32
11
1M001
51.06
00.0M002
570.0300.0
11
11
M002570.0
300.0
AT
VAR
IOU
S D
ISC
HA
RG
E O
PE
NIN
GS
, O
PE
NIN
G M
EA
SU
RE
D O
N C
LOS
ED
SID
E.
NO
TES
:1.
Scr
een
Ana
lysi
s is
bas
ed o
n cu
rves
sho
wn
on p
age
66
.2.
For
reco
mm
ende
d m
inim
um a
nd m
axim
um d
isch
arge
ope
ning
s, a
nd c
apac
ities
see
pag
e 6
0 a
nd 6
1.
3.C
apac
ities
of
gyra
sphe
res
are
base
d on
ope
n ci
rcui
t cr
ushi
ng.
(One
pas
s th
roug
h th
e cr
ushe
r).
4.C
apac
ity o
f gy
rasp
here
s ar
e ba
sed
on c
lose
d ci
rcui
t cr
ushi
ng.
(Per
cent
ages
lar
ger
than
dis
char
ge o
peni
ngs
repr
esen
t ci
rcul
atin
g lo
ad).
68
TELSMITH NO. 57 GYRASPHERE CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
1"3 /4
"1 /2
"3 /8"
4M8M
16M
30M
50M
100M
200M
2"3"
4"5"
PE
RC
EN
TPA
SS
ING
3 /8"
5 /8"
3 /4"
7 /8"
1"11 /
4"11 /
2"13 /
4"2"
1 /2"
69
SC
RE
EN
AN
ALY
SIS
OF
PR
OD
UC
T FR
OM
TE
LSM
ITH
57
GY
RA
SP
HE
RE
CR
US
HE
R
dradnatS
noitangiseD
eveiS
gnitteS
ediS
desolC
dradnatS
noitangiseD
eveiS
SU
mm
lamice
D3 /
8"1 /
2"5 /
8"3 /
4"7 /
8""1
11/4
"11
/2"
13/4
""2
SU
mm
lamice
D31
/2"
0.09
05.3
00131
/2"
0.09
05.3
"30.57
00.3(
nissaP
%)g
0018
9"3
0.5700.3
21/2
"0.36
05.2
00179
5821
/2"
0.360
5.2"2
0.05
00.2001
3967
36"2
0.05
00.211
/2"
5.730
5.1001
00158
66
1514
11/2
"5.73
05.1
11/4
"5.13
52.1001
799
88
625
04
2311
/4"
5.1352.1
"10.52
00.1001
3928
1725
93
03
52"1
0.5200.1
3 /4"
0.9157.0
001001
98
5726
1573
8232
913 /
4"0.91
57.01 /
2"5.21
05.0
7918
66
05
04
43
5291
6131
1 /2"
5.210
5.03 /
8"5.9
573.04
856
158
313
6291
5121
013 /
8"5.9
573.0M4
57.4781.0
05
43
6202
6131
97
65
M457.4
781.0M8
63.2
49
0.042
7131
018
64
33
2M8
63.2
49
0.0M61
81.174
0.011
87
65
32
11
1M61
81.174
0.0M0
30
6.0320.0
55
54
32
1M0
30
6.0320.0
M05
03.0
210.03
33
32
1M0
50
3.0210.0
M00151.0
600.0
22
22
1M001
51.06
00.0M002
570.0300.0
11
11
M002570.0
300.0
AT
VAR
IOU
S D
ISC
HA
RG
E O
PE
NIN
GS
, O
PE
NIN
G M
EA
SU
RE
D O
N C
LOS
ED
SID
E.
NO
TES
:1.
Scr
een
Ana
lysi
s is
bas
ed o
n cu
rves
sho
wn
on p
age
68
.2.
For
reco
mm
ende
d m
inim
um a
nd m
axim
um d
isch
arge
ope
ning
s, a
nd c
apac
ities
see
pag
e 6
0 a
nd 6
1.
3.C
apac
ities
of
gyra
sphe
res
are
base
d on
ope
n ci
rcui
t cr
ushi
ng.
(One
pas
s th
roug
h th
e cr
ushe
r).
4.C
apac
ity o
f gy
rasp
here
s ar
e ba
sed
on c
lose
d ci
rcui
t cr
ushi
ng.
(Per
cent
ages
lar
ger
than
dis
char
ge o
peni
ngs
repr
esen
t ci
rcul
atin
g lo
ad).
70
TELSMITH NO. 68 GYRASPHERE CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
1"3 /4
"1 /2
"3 /8"
4M8M
16M
30M
50M
100M
200M
2"3"
4"5"
PE
RC
EN
TPA
SS
ING
3 /8"
5 /8"
3 /4"
7 /8"
1"11 /
4"11 /
2"13 /
4"2"
1 /2"
71
SC
RE
EN
AN
ALY
SIS
OF
PR
OD
UC
T FR
OM
TE
LSM
ITH
68
GY
RA
SP
HE
RE
CR
US
HE
R
dradnatS
noitangiseD
eveiS
gnitteS
ediS
desolC
dradnatS
noitangiseD
eveiS
SU
mm
lamice
D3 /
8"1 /
2"5 /
8"3 /
4"7 /
8""1
11/4
"11
/2"
13/4
""2
SU
mm
lamice
D31
/2"
0.09
05.3
00131
/2"
0.09
05.3
"30.57
00.3(
nissaP
%)g
0018
9"3
0.5700.3
21/2
"0.36
05.2
00179
7821
/2"
0.360
5.2"2
0.05
00.2001
49
776
6"2
0.05
00.211
/2"
5.730
5.1001
00158
86
354
411
/2"
5.730
5.111
/4"
5.1352.1
00179
98
074
524
43
11/4
"5.13
52.1"1
0.5200.1
0014
94
837
45
1423
72"1
0.5200.1
3 /4"
0.9157.0
001001
09
6736
259
382
4202
3 /4"
0.9157.0
1 /2"
5.210
5.079
286
60
59
34
352
8161
311 /
2"5.21
05.0
3 /8"
5.9573.0
48
5615
7392
5291
3121
013 /
8"5.9
573.0M4
57.4781.0
84
3352
0261
419
56
4M4
57.4781.0
M86
3.24
90.0
4271
3101
87
42
32
M86
3.24
90.0
M6181.1
740.0
119
87
54
21
11
M6181.1
740.0
M03
06.0
320.05
65
53
21
M03
06.0
320.0M0
50
3.0210.0
34
33
21
M05
03.0
210.0M001
51.06
00.02
22
21
M00151.0
600.0
M002570.0
300.01
11
1M002
570.0300.0
AT
VAR
IOU
S D
ISC
HA
RG
E O
PE
NIN
GS
, O
PE
NIN
G M
EA
SU
RE
D O
N C
LOS
ED
SID
E.
NO
TES
:1.
Scr
een
Ana
lysi
s is
bas
ed o
n cu
rves
sho
wn
on p
age
70
.2.
For
reco
mm
ende
d m
inim
um a
nd m
axim
um d
isch
arge
ope
ning
s, a
nd c
apac
ities
see
pag
e 6
0 a
nd 6
1.
3.C
apac
ities
of
gyra
sphe
res
are
base
d on
ope
n ci
rcui
t cr
ushi
ng.
(One
pas
s th
roug
h th
e cr
ushe
r).
4.C
apac
ity o
f gy
rasp
here
s ar
e ba
sed
on c
lose
d ci
rcui
t cr
ushi
ng.
(Per
cent
ages
lar
ger
than
dis
char
ge o
peni
ngs
repr
esen
t ci
rcul
atin
g lo
ad).
72
VFC CRUSHERS
Telsmith VFC Crushers are built with either the “D” StyleFrame (24, 36, 48 VFC) or the All Roller Bearing (1410VFC) but use the attrition method of crushing, involving asuitably designed crushing chamber. With these machines,very small fractions can be produced. For full descriptionand illustrations, see Bulletins 415 and 415.1.
73
EZI
SCF
V42
CFV
63
1CF
V8
41
CFV
0141V
0141CF
.leR.dy
H/w
deriuqeR
PH
MP
RleehwylF
rehsurC
stleBfo
epyT&
srebmu
N&.ai
D.Pevaeh
S
05
000,1C4
—"42
0010
66
D7—"82
0020
95
D01—"4
3
052
06
8D01
—"82
052
06
8D01
—"82.sbLthgie
Wgnippih
Stropx
Erof
dexoBthgie
W.tF
dexoBtropx
Estnetno
C.uC
3
.H.P.T.
S*seiticapa
C
002,0100
4,01071
42—
21
005,42
001,5200
30
6—
54
000,3400
6,3400
6001
—07
008,26
003,4
60
38551
—531
052,16
057,260
38551
—531scitsiretcarahc
dnagninepo
egrahcsidsalle
wsa
deefni
erutsiom
ybdecneulfni
eraseiticapac
rehsurcCF
V.tuphguorhtrehsur
C*
.ylnoecnadiuglareneg
rofera
nevigseiticapa
C.lairetam
deeffo1
.emas
ehthgie
wsledo
mfeilerciluardyh
dnafeilergnirp
S
SP
EC
IFIC
ATIO
NS
— S
TYLE
“V
FC”
CR
US
HE
RS
SQ
UA
RE
OP
EN
ING
5/16
" C
.S.S
.
3/8"
C.S
.S.
7/16
" C
.S.S
.
FEE
D
% PASSING
SQ
UA
RE
OP
EN
ING
200
ME
SH
100
ME
SH
50
ME
SH
30
ME
SH
16M
ES
H4
ME
SH
1"3/
8"3/
4"8
ME
SH
100 90
80 70 60
50
40
30 20 10 0
100
90
80 70 60
50
40
30 20 10 0
200
ME
SH
100
ME
SH
50
ME
SH
30
ME
SH
16M
ES
H8
ME
SH
4M
ES
H3/
8"1-
1/2"
1"3/
4"
FEE
D
3/8"
C.S
.S.
1/2"
C.S
.S.
% PASSING
1410
VFC
“D”
SE
RIE
S V
FC
74
PRIMARY IMPACT CRUSHERS
Telsmith Primary single rotor impact crushers are made inthree sizes. The 4246 is suitable for both portable andstationary installations. The 4856 and the 6071 are bestsuited for stationary installations. These crushers are usedmainly in non-abrasive or extremely low abrasive materials.They produce an abundance of fines and a very cubicalproduct. For more information, refer to Bulletin T500.
75
LEDOM )1etoN(— 6424 6584 1706
gninepOdeeFthgieH×htdiW
95×"64 3/4" "58×"65 001×"17 1/2"
eziSdeeFmumixaM "63 "64 "65
.sbLthgieW 005,95 002,49 000,591
ssenkcihTetalPediS 11/4" 11/2" "2
HPTSUyticapaC)2etoN(
006—052 001,1—006 001,2—000,1
rewopesroHdednemmoceR 005—003 007—004 005,1—008
egnaRMPR 077—084 076—024 045—033
egnaRtcudorPlanimoN "5—"2 "6—"2 "8—"4
emuloVrebmahCgnihsurC .tf851 3 .tf003 3 .tf304 3
gninepOegrahcsiDhtgneL×htdiW
"89×"64 "521×"65 "311×"17
ssenkcihTreniL "1 11/2" 11/2"
lairetaMreniL&leetSesenagnaM
leetStnatsiseRnoisarbA
1etoN
2etoN
,6584,6424,.e.i.srebmunruofsedulcninoitangisedledoMrotorehtforetemaidehtetacidnisrebmunowttsrifehT.1706
ehtyfitnedisrebmunowtdnocesehT.sremmahehtgnidulcni.htdiwgninepodeef
dnaenotsemildrahmuidemrofegarevaeranwohsseiticapaCehthtiwyravlliwyticapaclautcA.ylnoediugasadesuebotera
dnaerutan ,PHrotom,noitadargdnaezis,deefehtfossendrah.cte,deepsgnitarepo
SPECIFICATIONS & CAPACITIESPRIMARY IMPACT CRUSHERS
76
TELSMITH 4246 PRIMARY IMPACT CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
1"10
"3 /4
"1 /2
"3 /8"
4M8M
16M
30M
50M
100M
200M
2"3"
4"5"
PE
RC
EN
TPA
SS
ING
1"2"
3"4"
5"
77
dradnatSnoitangiseDeveiS gnitteSediSdesolC
SU mm lamiceD "1 "2 "3 "4 "5
"8 0.002 00.8 69 88
"7 0.571 00.7 )gnissaP%( 001 09 38
"6 0.051 00.6 49 58 77
"5 0.521 00.5 001 98 97 17
41/2" 5.211 05.4 99 38 57 66
"4 0.001 00.4 49 08 07 36
31/2" 0.09 05.3 88 57 56 95
"3 0.57 00.3 001 38 07 16 55
21/2" 0.36 05.2 69 77 36 65 94
"2 0.05 00.2 39 07 85 05 44
11/2" 5.73 05.1 58 16 15 24 63
11/4" 5.13 52.1 08 55 74 83 23
"1 0.52 00.1 17 15 14 33 82
3/4" 0.91 57.0 26 44 53 82 22
1/2" 5.21 05.0 05 43 82 12 61
3/8" 5.9 573.0 34 72 32 51 11
M4 57.4 781.0 03 22 81 8 6
M8 63.2 490.0 51 31 01 5 4
M61 81.1 740.0 7 6 6 3 3
M03 06.0 320.0 4 4 5 2 2
M05 03.0 210.0 3 3 4 1 1
M001 51.0 600.0 2 2 2
M002 570.0 300.0 1 1 1
.67egapnonwohsevrucnodesabsisisylananeercS:ETON
SCREEN ANALYSIS OF PRODUCT FROM TELSMITH4246 PRIMARY IMPACT CRUSHER
AT VARIOUS DISCHARGE OPENINGS, OPENINGMEASURED ON CLOSED SIDE.
78
TELSMITH 4856 PRIMARY IMPACT CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
1"10
"3 /4
"1 /2
"3 /8"
4M8M
16M
30M
50M
100M
200M
2"3"
4"5"
PE
RC
EN
TPA
SS
ING
2"3"
4"5"
6"
79
SCREEN ANALYSIS OF PRODUCT FROM TELSMITH4856 PRIMARY IMPACT CRUSHER
dradnatSnoitangiseDeveiS gnitteSediSdesolC
SU mm lamiceD "2 "3 "4 "5 "6
"8 0.002 00.8 ( )gnissaP% 001 001 59 08
"7 0.571 00.7 79 38 37 46
"6 0.051 00.6 001 88 77 76 95
"5 0.521 00.5 99 97 96 06 35
41/2" 5.211 05.4 39 57 56 75 15
"4 0.001 00.4 78 07 06 35 84
31/2" 0.09 05.3 18 56 65 05 54
"3 0.57 00.3 47 06 15 64 14
21/2" 0.36 05.2 76 45 64 14 63
"2 0.05 00.2 06 94 14 83 23
11/2" 5.73 05.1 25 24 63 23 72
11/4" 5.13 52.1 84 83 23 92 22
"1 0.52 00.1 14 33 72 42 91
3/4" 0.91 57.0 43 82 32 91 51
1/2" 5.21 05.0 62 02 81 31 01
3/8" 5.9 573.0 12 61 31 01 8
M4 57.4 781.0 41 01 8 6 4
M8 63.2 490.0 01 9 7 5 3
M61 81.1 740.0 8 8 6 4 2
M03 06.0 320.0 6 5 4 3 1
M05 03.0 210.0 3 3 3 2
M001 51.0 600.0 2 2 2 1
M002 570.0 300.0 1 1 1
.87egapnonwohsevrucnodesabsisisylananeercS:ETON
AT VARIOUS DISCHARGE OPENINGS, OPENINGMEASURED ON CLOSED SIDE.
80
TELSMITH 6071 PRIMARY IMPACT CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
1"10
"3 /4
"1 /2
"3 /8"
4M8M
16M
30M
50M
100M
200M
2"3"
4"5"
PE
RC
EN
TPA
SS
ING
3"4"
5"6"
81
SCREEN ANALYSIS OF PRODUCT FROM TELSMITH6071 PRIMARY IMPACT CRUSHER
dradnatSnoitangiseDeveiS gnitteSediSdesolC
SU mm lamiceD "3 "4 "5 "6
"8 0.002 00.8 001 001 78 18
"7 0.571 00.7 89 49 28 67
"6 0.051 00.6 49 68 57 07
"5 0.521 00.5 88 97 86 36
41/2" 5.211 05.4 48 57 36 06
"4 0.001 00.4 08 07 75 55
31/2" 0.09 05.3 37 56 25 05
"3 0.57 00.3 86 95 74 64
21/2" 0.36 05.2 16 15 14 93
"2 0.05 00.2 65 54 83 53
11/2" 5.73 05.1 74 73 13 82
11/4" 5.13 52.1 24 33 82 52
"1 0.52 00.1 73 82 32 02
3/4" 0.91 57.0 03 22 91 61
1/2" 5.21 05.0 22 81 41 21
3/8" 5.9 573.0 71 41 11 9
M4 57.4 781.0 01 7 5 4
M8 63.2 490.0 7 3 2 2
M61 81.1 740.0 5 2 1 1
M03 06.0 320.0 4 1
M05 03.0 210.0 3
M001 51.0 600.0 2 )gnissaP%(
M002 570.0 300.0 1
.08egapnonwohsevrucnodesabsisisylananeercS:ETON
AT VARIOUS DISCHARGE OPENINGS, OPENINGMEASURED ON CLOSED SIDE.
82
HSI IMPACT CRUSHERS
Telsmith HSI Impact Crushers are designed for secondarycrushing and for rubble recycle crushing. A high ratio ofreduction and a very cubical product are obtained withthese machines. They are built in six sizes with capacitiesfrom 80 to 660 TPH. For more information, see BulletinT501.
83
LE
DO
M1242
630
30
3242425
25253625
yticapaC
05
—53
001—
57021
—0
8071
—55
032
—011
023—
091
eziS
deeFmu
mixaM
"5"9
"21"61
"61"61
etalP
emarF
3 /8"
3 /8"
5 /8"
5 /8"
5 /8"
5 /8"
reniLedi
S1 /
2"1 /
2"11
/ 4"
11/ 4
"11
/ 4"
11/ 4
"
reniLniatru
C"1
"1"3
"3"3
"3
:lairetaM
etalP
reniL.leet
S.R.
A/
yollA
norIe
morhC
raB
rem
maH
.dradnatS
—yoll
AnorI
emorh
C
eziS
raB
rem
maH
23/ 8
"02×"6
×""63
×"8×"3
"03×"11
×"3"12
×"41×"5
"62×"41
×"5"12
×"41×"5
swo
Rrem
maHforeb
muN
22
44
44
.aiD
evaehS
rehsurC
0.022.12
0.03
0.04
0.04
0.04
evirDtle
B-V
C—
4V5
—5
V8—
4V8
—6
V8—
8V8
—8
deriuqeR
PH
05
001001
0020
5200
3
thgieWlatoT
009,2
003,7
052,91
003,92
005,73
000,84
.dednem
mocerera
sevirdlaud,deriuqersi
PH
003
nahtero
mereh
wsnoitacilppa
nI.htdi
wrotor
ybrete
maidrotor
otrefer
srebmunledo
M
SP
EC
IFIC
ATIO
NS
& C
APA
CIT
IES
— H
SI I
MPA
CT
CR
US
HE
RS
84
TELSMITH HSI IMPACT CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIE
VE
SIZ
E
CLO
SE
D S
IDE
SE
TTIN
G
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
5000
FP
M70
00 F
PM
9000
FP
M
1"3 /4
"1 /2
"3 /8"
4M8M
16M
30M
50M
100M
200M
2"3"
4"5"
PE
RC
EN
TPA
SS
ING
85
SCREEN ANALYSIS OF PRODUCT FROM TELSMITHHSI IMPACT CRUSHER
dradnatSnoitangiseDeveiS gnitteSediSdesolC
SU mm lamiceD MPF0009 MPF0007 MPF0005
21/2" 0.36 05.2 gnissaP%( ) 001
"2 0.05 00.2 001 49
11/2" 5.73 05.1 001 79 88
11/4" 5.13 52.1 89 49 38
"1 0.52 00.1 69 09 87
3/4" 0.91 57.0 09 08 07
1/2" 5.21 05.0 08 86 85
3/8" 5.9 573.0 07 06 94
M4 57.4 781.0 15 54 83
M8 63.2 490.0 93 23 82
M61 81.1 740.0 03 42 02
M03 06.0 320.0 22 91 41
M05 03.0 210.0 61 31 01
M001 51.0 600.0 11 01 7
M002 570.0 300.0 8 6 6
deef,deeps,sgnittesnorpanodesabylediwyravyamsnoitadarG.tnetnocerutsiomdnasnoitadarg
AT VARIOUS ROTOR SPEEDS WITHAPRON#1 at 3" CSS — APRON #2 at 11/2" CSS
8" × 3" FEED — LIMESTONE
86
VERTICAL SHAFT IMPACTOR (VSI)
The Vertical Shaft Impactors are built in 5 standard models,3 autogeneous models and 3 semi-autogeneous modelswith capacities of 75 to 500 TPH. VSI crushers produce avery cubical product and precise gradation control. Easeof maintenance and low operating costs are additionalbenefits. For more information, request Bulletin VSI 103.
87
VE
RTI
CA
L S
HA
FT I
MPA
CTO
Rledo
M6
647
2829
02100
5100
5200
54
,ezisdeef
mumixa
Msehcni
)1(2
33
56
11/ 2
22
dednem
mocermu
miniM
tiucricdesolc
M4M4
M43 /
8"3 /
8"M4
M4M4
,retemaid
ebutdeeF
sehcni5.8
113 /
80.41
0.610.81
5.811
3 /8
61
evitceffeyticapa
CH
PT,egnargnihsurc
)2(521–57
052–0
5100
4–052
054–00
300
5–003
571–52100
3–052
005–00
4
elbatrellepmi
dradnatS
MP
R,egnardeeps
000,2–02700
4,1–007002,1–00
8002,1–00
8002,1–00
8000,2–027
004,1–007
002,1–008
dednem
moceR
,rewopesroh
cirtcele0
51–5700
3–051
005–00
400
5–004
006–00
40
5100
300
5
,ecnaraelclivna/
elbaTsehcni
4.018.8
7.857.11
57.41—
——
emulov
rebmahc
noisolpxE
,
sehcni3
536,4021,01
04
9,010
63,71
020,62536,4
021,010
63,71
KW
sledoM
VE
2.tF
—.sbL,2
001,100
4,2002,3
038,3
006,5
001,100
4,20
38,3
thgiew
etamixorpp
A.sbl,)cirtcele(
002,31000,81
000,42001,92
001,23002,31
000,81001,92
)1(.noitarugifnoc
rodeeps
elbatrellep
midna
noitagnole,ytilibahsurc,ytisnedlairetam
otsdrager
htiw
yravnac
noitcirtserezis
deef.xaM
)2(.toof
cibucrep.sbl
001gnihgie
wlairetam
nodesab
egannottuphguorhtdna
ezisdeeF
88
STA
ND
AR
D —
CR
US
HIN
G A
VE
RA
GE
MAT
ER
IALS
(LIM
ES
TON
E O
R S
OFT
DO
LOM
ITE
)V
SI P
RO
DU
CTI
ON
CH
AR
AC
TER
ISTI
CS
dradnatS
noitangiseD
eveiS
1eto
N—
yradnoceS
2eto
N—
yranretauQ
ro/dnayraitreT
dradnatS
noitangiseD
eveiS
)deef.xam
"5(29
—)deef.xam
"6(021ledo
M)deef.xa
m"3(
47—28
—29—021ledo
M
SU
mm
lamice
Dtuptu
Orehsur
Ctuptu
Orehsur
CS
Um
mla
miceD
deepS.xa
Mfo
%08
deepS.xa
Mfo
%05
deepS.xa
Mdeep
S.xaM
fo%0
8deep
S.xaM
fo%0
6deep
S.xaM
"5 "4 "3"2
0.5210.0010.570.0
5
00.500.400.300.2
)gnissaP
%(
0016
9
0019
919
0019
9 79 68
)gnissaP
%(
0018
9001
89
0018
9
"5 "4 "3"2
0.5210.0010.570.0
5
00.500.400.300.2
11/2
"11
/4" "1 7 /
8"
5.735.130.520.22
05.1
52.100.1578.0
09
68 87 47
18 77 86
46
07 36 25 84
59 — 78 —
59 — 58 —
49 — 38 —
11/2
"11
/4" "1 7 /
8"
5.735.130.520.22
05.1
52.100.1578.0
3 /4"
5 /8"
1 /2"
3 /8"
0.9157.51
5.215.9
57.0526.0
05.0
573.0
86
26 35 44
65
15 24 43
04
63
03
42
97 — 86 75
47 — 06
94
96 — 25 04
3 /4"
5 /8"
1 /2"
3 /8"
0.9157.51
5.215.9
57.0526.0
05.0
573.01 /
4" M4 M8M61
52.657.46
3.281.1
52.0781.04
90.0
740.0
5392 71 41
72 4251 31
91 6111 8
64 73 62 71
73 92 0231
82 0241 9
1 /4" M4 M8M61
52.657.46
3.281.1
52.0781.04
90.0
740.0
M03
M05
M001M002
06.0
03.0
51.0570.0
320.0210.06
00.0300.0
01 7 5 3
9 6 4 2
6 4 3 2
11 7 5 4
8 5 4 3
6 4 3 2
M03
M05
M001M002
06.0
03.0
51.0570.0
320.0210.06
00.0300.0
NO
TES
:1.
Feed
s sh
own
are
typi
cal g
rada
tions
whe
n fo
llow
ing
a pr
imar
y ja
w s
et a
t 3"
to
4" o
r a
prim
ary
impa
ctor
set
at
2" t
o 3"
and
sca
lped
at
11/ 2
".2.
Typi
cal f
eeds
hav
e be
en s
cree
ned
to r
emov
e pr
oduc
t si
zed
mat
eria
l and
are
initi
al 3
" m
inus
fee
d pl
us r
ecirc
ulat
ing
mat
eria
l. Th
ese
terti
ary
and/
orqu
arte
nary
con
figur
atio
ns a
re u
sed
to p
rovid
e a
dens
e gr
aded
mat
eria
l, em
phas
is o
n fin
es f
or b
ase,
asp
halt
mat
eria
l, sa
nd s
uppl
emen
t, et
c.B
ased
upo
n m
ater
ial
wei
ghin
g 2
,70
0 l
bs.
per
yd3.
Cap
aciti
es m
ay v
ary
as m
uch
as ±
25
% d
epen
dent
upo
n m
etho
ds o
f lo
adin
g, c
hara
cter
istic
san
d gr
adat
ion
of m
ater
ial,
cond
ition
of
equi
pmen
t an
d ot
her
fact
ors.
89
VS
I PR
OD
UC
TIO
N C
HA
RA
CTE
RIS
TIC
S
dradnatS
noitangiseD
eveiS
1eto
N—
yradnoceS
2eto
N—
yranretauQ
ro/dnayraitreT
dradnatS
noitangiseD
eveiS
)deef.xam
"2(66–47–28–29–021ledo
M)deef.xa
m"1(
66—47
—28—29
—021ledoM
SU
mm
lamice
Dtuptu
Orehsur
Ctuptu
Orehsur
CS
Um
mla
miceD
deepS.xa
Mfo
%08
deepS.xa
Mfo
%06
deepS.xa
Mdeep
S.xaM
fo%0
8deep
S.xaM
fo%0
6deep
S.xaM
"30.57
00.3)gnissa
P%(
)gnissaP
%("3
0.5700.3
"20.0
500.2
001001
"20.0
500.2
11/2
"5.73
05.1
0019
98
911
/2"
5.730
5.1"1
0.5200.1
49
290
9001
001001
"10.52
00.13 /
4"0.91
57.058
1887
99
69
593 /
4"0.91
57.01 /
2"5.21
05.0
3776
06
09
580
81 /
2"5.21
05.0
3 /8"
5.9573.0
264
56
487
0726
3 /8"
5.9573.0
1 /4"
52.652.0
94
1433
3625
04
1 /4"
52.652.0
M457.4
781.00
423
4225
140
3M4
57.4781.0
M86
3.24
90.0
7212
5133
3251
M86
3.24
90.0
M6181.1
740.0
8141
0112
6101
M6181.1
740.0
M03
06.0
320.021
017
5111
7M0
30
6.0320.0
M05
03.0
210.08
65
018
5M0
50
3.0210.0
M00151.0
600.0
65
46
54
M00151.0
600.0
M002570.0
300.04
43
44
3M002
570.0300.0
STA
ND
AR
D —
CR
US
HIN
G A
VE
RA
GE
MAT
ER
IALS
(LIM
ES
TON
E O
R S
OFT
DO
LOM
ITE
)
NO
TES
:1.
Feed
s sh
own
are
typi
cal g
rada
tions
whe
n fo
llow
ing
a pr
imar
y ja
w s
et a
t 3"
to
4" o
r a
prim
ary
impa
ctor
set
at
2" t
o 3"
and
sca
lped
at
11/ 2
".2.
Typi
cal f
eeds
hav
e be
en s
cree
ned
to r
emov
e pr
oduc
t si
zed
mat
eria
l and
are
initi
al 3
" m
inus
fee
d pl
us r
ecirc
ulat
ing
mat
eria
l. Th
ese
terti
ary
and/
orqu
arte
nary
con
figur
atio
ns a
re u
sed
to p
rovid
e a
dens
e gr
aded
mat
eria
l, em
phas
is o
n fin
es f
or b
ase,
asp
halt
mat
eria
l, sa
nd s
uppl
emen
t, et
c.B
ased
upo
n m
ater
ial
wei
ghin
g 2
,70
0 l
bs.
per
yd3.
Cap
aciti
es m
ay v
ary
as m
uch
as ±
25
% d
epen
dent
upo
n m
etho
ds o
f lo
adin
g, c
hara
cter
istic
san
d gr
adat
ion
of m
ater
ial,
cond
ition
of
equi
pmen
t an
d ot
her
fact
ors.
90
AU
TOG
EN
OU
S—
CR
US
HIN
G A
BR
AS
IVE
MAT
ER
IALS
(BA
SA
LT, H
AR
D L
IME
STO
NE
, GR
AV
EL/
DO
LOM
ITE
)V
SI P
RO
DU
CTI
ON
CH
AR
AC
TER
ISTI
CS
dradnatS
noitangiseD
eveiS
deepS.xa
M–tuptu
Orehsur
Cdradnat
Snoitangise
Devei
S
yranretauQ
ro/dnayraitreT
SU
mm
lamice
D00
54,0052,00
51ledoM
otuA
ylluF00
54,0052,00
51ledoM
otuAi
meS
SU
mm
lamice
D
"20.0
500.2
)gnissaP
%()gnissa
P%(
"20.0
500.2
11/2
"5.73
05.1
00111
/2"
5.730
5.111
/4"
0.1352.1
99
00111
/4"
0.1352.1
"10.52
00.159
69
"10.52
00.13 /
4"0.91
57.00
90
93 /
4"0.91
57.01 /
2"5.21
05.0
0767
1 /2"
5.210
5.03 /
8"5.9
573.06
58
53 /
8"5.9
573.01 /
4"52.6
52.08
354
1 /4"
52.652.0
M457.4
781.013
73M4
57.4781.0
M86
3.24
90.0
2252
M86
3.24
90.0
M6181.1
740.0
5171
M6181.1
740.0
M03
06.0
320.011
31M0
30
6.0320.0
M05
03.0
210.08
8M0
50
3.0210.0
M00151.0
600.0
65
M00151.0
600.0
M002570.0
300.04
3M002
570.0300.0
Bas
ed u
pon
mat
eria
l wei
ghin
g 2,
700
lbs.
per
yd3
. Cap
aciti
es m
ay v
ary
as m
uch
as ±
25%
dep
ende
nt u
pon
met
hods
of l
oadi
ng,
char
acte
ristic
s an
d gr
adat
ion
of m
ater
ial,
cond
ition
of e
quip
men
t and
oth
er fa
ctor
s.
91
GENERAL CRUSHERINFORMATION
The following pages list data pertaining to general as wellas specialty, information for machinery not manufacturedby Telsmith or for equipment no longer manufactured byTelsmith, but still in use.
92
SP
EC
IFIC
ATIO
NS
— R
OLL
ER
BE
AR
ING
GY
RA
SP
HE
RE
CR
US
HE
RS
— S
TYLE
S
LE
DO
MS
0111S
0131S
0151S
0171S
0091
deriuqeR
PH
051
0020
520
5300
4
MP
RleehwylF
rehsurC
298
018787
06
674
6
.sbLthgieW
gnippihS
002,1300
6,74000,76
005,311
005,8
31
.sbLtropxE
rofdexo
BthgieW
009,13
006,8
400
4,86
007,51100
4,141
.tFdexo
BtropxE
stnetnoC.u
C3
054
055
058
57215771
93
SP
EC
IFIC
ATIO
NS
— R
OLL
ER
BE
AR
ING
GY
RA
SP
HE
RE
CR
US
HE
RS
— S
TYLE
FC
LE
DO
MCF
0111CF
0131CF
0151CF
0171CF
0091
deriuqeR
PH
051
0020
520
5300
4
MP
RleehwylF
rehsurC
298
018787
06
674
6
.sbLthgieW
gnippihS
003,13
009,74
002,76000,511
000,041
.sbLtropxE
rofdexo
BthgieW
000,2300
9,84
006,8
6002,711
009,241
.tFdexo
BtropxE
stnetnoC.u
C3
054
055
058
57215771
94
CA
PAC
ITIE
S —
111
0 G
YR
AS
PH
ER
E C
RU
SH
ER
SL
ED
OM
SCF
lwo
BfoepyT
esraoC
artxE
esraoC
muideM
eniFesrao
Cmuide
MeniF
gninepO
deeFnep
Odesol
C63
/ 8"
51/ 4
"53
/ 4"
43/ 4
"51
/ 8"
41/ 8
"41
/ 8"
31/ 8
"43
/ 8"
31/ 4
"31
/ 4"
21/ 8
"27
/ 8"
11/ 2
"*.ni
M.nep
O.hcsiD
5 /8"
1 /2"
7 /61"
5 /61"
5 /61"
1 /4"
3 /61"
1 /4"
3 /8"
1 /2"
— — —
— — 09
— — 09
— 56 09
— 08
501
06
08
501
55 08
5015 /
8"3 /
4"7 /
8"
5110
41561
5110
41561
5110
41561
5110
41561
041
071002
041
071002
041
071002
"1 11/ 4
"11
/ 2"
091
5220
62
091
5220
62
091
5220
62
091
5220
62
— — —
— — —
— — —13
/ 4" "2 21
/ 4"
21/ 2
"
5920
33 — —
5920
33 — —
5920
33 — —
5920
33 — —
— — — —
— — — —
— — — —.seniffotnuo
madna
dohtem
deef,tnetnocerutsio
m,lairetamfo
epyteht
notnednepedyravlli
wdna
etamixorppa
eraseiticapacll
A—
seiticapacno
etoN
.noitallatsniyreve
dnahcae
rofelbacilppa
ylirassecentonsil
wobhcae
rofdetacidni
gnittesmu
minim
ehT*
1eto
N:
ehT:2
etoN.noisne
midenotsaelta
nirehsurc
ehtfogninepo
deefeht
nahtrella
mseb
dluohssrehsurc
otdeeflla,deificeps
seiticapaceht
erucesoT
fosnot
niera
nevigseiticapac
ehT:3
etoN.ero
rokcor
ehtfossenhguot
ehtdna
yticapaceht,eda
mgniebtcudorpfo
eziseht
htiw
seiravderiuqer
rewopesroh
drayrep.sbl
006,2tuoba
esoolgnihgie
wenotse
milgnihsurc
nodesab
eradna.sbl
000,23
ecuderot
dnetlliw
sdeefykcitste
W.6.2foytivarg
cificepsa
gnivahdna
emas
ehtfogninepo
neercsa
ssaplliw
hcihwfollatcudorp
aeka
mlliw,gninepo
egrahcsidnevig
ynatatesneh
w,rehsurc
oN
:4eto
N.seiticapacrehsurc
sirehsurc
erehpsaryG
ehtfogninepo
egrahcsidehT.kcor
ehtforetcarahc
ehthti
wyravlli
wezisrevofotnuo
maehT.gninepo
egrahcsidnevig
ehtsa
snoisnemid
.raew
evissecxedna
gnikcapetani
mileot
saos
deefeht
morfdevo
mereb
dluohslairetam
ezisrednulla,sgnittesesolc
roF.edisdesolc
ehtno
derusaem
aroF.gninepotahtta
yllacimonoce
detarepoebtonnac
rehsurceht,gninepo
egrahcsidniatrec
ynarof
elbatyticapac
ehtni
deificepssi
gnitaron
erehW
:5eto
Nera
elytS
Srof
seiticapaC
—6
etoN.yrotcaf
ehttlusnoc,gnittesmu
minim
ehtnaht
reniftcudorptiucri
Cnep
OCF
rofseiticapa
C.rehsurceht
hguorhtssap
eno—
niera
elytstiucri
Cdesol
C.ycneiciffe
neercslamron
gnimussa
—gnittes
egrahcsideht
nahtrella
mstcudorpfotnuoma
ehtetacidni
dna
95
CA
PAC
ITIE
S —
131
0 G
YR
AS
PH
ER
E C
RU
SH
ER
SL
ED
OM
SCF
lwo
BfoepyT
esraoC
artxE
esraoC
muideM
eniFesrao
Cmuide
MeniF
gninepO
deeFnep
O77
/ 8"
71/ 8
"61
/ 4"
"55"
"427
/ 8"
desolC
67/ 8
""6
51/ 4
"35
/ 8"
33/ 4
"21
/ 2"
15/
61"
*.niM
.nepO.hcsi
D3 /
4"5 /
8"1 /
2"5 /
61"
5 /61"
1 /4"
1 /4"
1 /4"
3 /8"
1 /2"
— — —
— — —
— —521
— 09
521
—511541
58511541
58511541
5 /8"
3 /4"
7 /8"
—581512
551581512
551581512
551581512
571502532
571502532
571502532
"1 11/ 4
"11
/ 2"
5420
92533
5420
92533
5420
92533
5420
92533
— — —
— — —
— — —13
/ 4" "2 21
/ 4"
21/ 2
"
08
3524 — —
08
3524 — —
08
3524 — —
08
3524 — —
— — — —
— — — —
— — — —.seniffotnuo
madna
dohtem
deef,tnetnocerutsio
m,lairetamfo
epyteht
notnednepedyravlli
wdna
etamixorppa
eraseiticapacll
A—
seiticapacno
etoN
.noitallatsniyreve
dnahcae
rofelbacilppa
ylirassecentonsil
wobhcae
rofdetacidni
gnittesmu
minim
ehT*
ehT:2
etoN.noisne
midenotsaelta
nirehsurc
ehtfogninepo
deefeht
nahtrella
mseb
dluohssrehsurc
otdeeflla,deificeps
seiticapaceht
erucesoT
:1eto
Nfo
snotni
eranevig
seiticapacehT
:3eto
N.eroro
kcorehtfo
ssenhguoteht
dnayticapac
eht,edam
gniebtcudorpfoezis
ehthti
wseirav
deriuqerre
wopesrohdray
rep.sbl00
6,2tuobaesool
gnihgiew
enotsemil
gnihsurcno
desabera
dna.sbl000,2
3ecuder
otdnetlli
wsdeef
ykcitsteW.6.2fo
ytivargcificeps
agnivah
dnae
masehtfo
gnineponeercs
assaplli
whcih
wfollatcudorpa
ekamlli
w,gninepoegrahcsid
nevigynatates
nehw
,rehsurco
N:4
etoN.seiticapac
rehsurcfo
gninepoegrahcsid
ehT.kcorehtfo
retcarahceht
htiw
yravlliw
ezisrevofotnuoma
ehT.gninepoegrahcsid
nevigeht
sasnoisne
midsi
rehsurcerehpsary
Geht
etanimile
otsa
osdeef
ehtmorf
devomer
ebdluohslaireta
mezisrednulla,sgnittes
esolcroF.edis
desolceht
noderusae
mgnikcap
.raew
evissecxedna
llacimonoce
detarepoebtonnac
rehsurceht,gninepo
egrahcsidniatrec
ynarof
elbatyticapac
ehtni
deificepssi
gnitaron
erehW
:5eto
Na
roF.gninepotahttay
eraelyt
SS
rofseiticapa
C:6
etoN.yrotcaf
ehttlusnoc,gnittesmu
minim
ehtnaht
reniftcudorptiucri
Cnep
O—
ehthguorht
ssapeno
elytsCF
rofseiticapa
C.rehsurcni
eratiucri
Cdesol
C.ycneiciffe
neercslamron
gnimussa
—gnittes
egrahcsideht
nahtrella
mstcudorpfotnuoma
ehtetacidni
dna
96
TELSMITH 1110 AND 1310 ROLLER BEARINGGYRASPHERE CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIZ
E O
F C
LEA
R S
QU
AR
E O
PE
NIN
GS
CLO
SE
D S
IDE
SE
TTIN
G
PE
RC
EN
TPA
SS
ING
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
3 /8"
5 /8"
3 /4"
1"11 /4
"11 /
2"13 /4
"2"
1 /2"
3"23 /4
"21 /2
"21 /4
"2"
13 /4"
11 /2"
11 /4"
1"3 /4
"1 /2
"1 /4
"
97
CA
PAC
ITIE
S —
151
0 G
YR
AS
PH
ER
E C
RU
SH
ER
SL
ED
OM
SCF
lwo
BfoepyT
esraoC
artxE
esraoC
muideM
eniFesrao
Cmuide
MeniF
gninepO
deeFnep
O95
/61"
83/ 8
"8"
51/ 8
"51
/ 4"
41/ 8
"3"
desolC
77/ 8
"6
51/
61"
63/ 4
"35
/ 8"
37/ 8
"25
/ 8"
13/ 8
"*.ni
M.nep
O.hcsiD
51/
61"
3 /4"
9 /61"
1 /2"
1 /2"
3 /8"
1 /4"
1 /4"
——
——
——
0013 /
8"—
——
——
541541
1 /2"
——
—541
581581
5815 /
8"—
—0
910
91522
522522
3 /4"
—0
320
320
32562
562562
7 /8"
—072
072072
503
503
503
"1013
013013
013—
——
11/ 4
"073
073073
073—
——
11/ 2
"0
340
340
340
34—
——
13/ 4
"0
94
09
40
94
09
4—
——
"20
550
550
550
55—
——
21/ 4
"016
016016
016—
——
21/ 2
"076
076—
076—
—— .4
9ega
P,6–1seton
ees,noitallatsniyreve
dnahcae
rofelbacilppa
ylirassecentonsil
wobhcae
rofdetacidni
gnittesmu
minim
ehT*
98
CA
PAC
ITIE
S —
171
0 G
YR
AS
PH
ER
E C
RU
SH
ER
SL
ED
OM
SCF
lwo
BfoepyT
esraoC
artxE
esraoC
muideM
esraoC
muideM
eniFgninep
OdeeF
nepO
"2197
/ 8"
81/ 4
"61
/ 4"
45/ 8
"31
/ 4"
desolC
015 /
8"83
/ 8"
61/ 2
"45
/ 8"
27/ 8
"11
/ 2"
*.niM
.nepO.hcsi
D11
/61"
7 /8"
3 /4"
1 /2"
3 /8"
1 /4"
1 /4"
——
——
—0
413 /
8"—
——
—591
5911 /
2"—
——
042
042
042
5 /8"
——
—582
582582
3 /4"
——
082
033
033
033
7 /8"
—523
523573
573573
"1073
073073
024024
02411
/ 4"
04
40
44
04
4—
——
11/ 2
"015
015015
——
—13
/ 4"
08
50
85
08
5—
——
"20
560
560
56—
——
21/ 4
"027
027027
——
—21
/ 2"
028028
028—
——
.seniffotnuoma
dnadohte
mdeef,tnetnoc
erutsiom,laireta
mfoepyt
ehtnotnedneped
yravlliw
dnaeta
mixorppaera
seiticapacllA
:seiticapacno
etoN
.49
egaP,6–1
setonees,noitallatsni
yrevedna
hcaerof
elbacilppaylirassecenton
silwob
hcaerof
detacidnignittes
mumini
mehT
*
99
CA
PAC
ITIE
S —
190
0 G
YR
AS
PH
ER
E C
RU
SH
ER
SL
ED
OM
SCF
lwo
BfoepyT
esraoC
artxE
esraoC
muideM
esraoC
muideM
eniFgninep
OdeeF
nepO
"3111
1 /4"
93/ 8
"7"
57/
61"
37/ 8
"desol
C11
1 /2"
91/ 2
"71
/ 2"
51/ 2
"31
/ 2"
13/ 4
".xa
M.nep
O.hcsiD
31/ 8
"33
/61"
33/
61"
"3"3
251/
61"
*.niM
11/ 8
"51/
61"
3 /4"
1 /2"
3 /8"
3 /61"
1 /4"
——
——
—0
413 /
8"—
——
—542
5421 /
2"—
——
003
003
003
5 /8"
——
—553
553553
3 /4"
——
053
014014
0147 /
8"—
—00
456
456
456
4"1
—0
540
54025
025025
11/ 4
"575
575575
——
—11
/ 2"
056
056
056
——
—13
/ 4"
527527
527—
——
"200
800
800
8—
——
21/ 4
"578
578578
——
—21
/ 2"
059
059
059
——
—.seniffotnuo
madna
dohtem
deef,tnetnocerutsio
m,lairetamfo
epyteht
notnednepedyravlli
wdna
etamixorppa
eraseiticapacll
A:seiticapac
noeto
N.4
9ega
P,6–1seton
ees,noitallatsniyreve
dnahcae
rofelbacilppa
ylirassecentonsil
wobhcae
rofdetacidni
gnittesmu
minim
ehT*
100
TELSMITH 1510, 1710 AND 1900 ROLLER BEARINGGYRASPHERE CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIZ
E O
F C
LEA
R S
QU
AR
E O
PE
NIN
GS
CLO
SE
D S
IDE
SE
TTIN
G
PE
RC
EN
TPA
SS
ING
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
3 /8"
5 /8"
3 /4"
1"
11 /4"
11 /2"
13 /4"
21 /4"
2"21 /2
"1 /
2"
3"23 /4
"21 /2
"21 /4
"31 /4
"2"
13 /4"
33 /4"
11 /2"
31 /2"
11 /4"
1"3 /4
"1 /2
"1 /4
"
101
rekaerB
yrotaryG
foreb
muN
B8B01
B31B61
B02B52
gninepogniviecer
hcaefonoisne
miD
"14×"8
01"
15×
"31
"9
5×
"61
"47
×"
02"
88
×"
52"
601
×"
.xorppa,.sblnirehsurcfo.t
wteN
005,21
000,91000,92
005,4
400
5,26000,8
01.xorppa.sbl,.t
wdekcaptropxE
005,31
006,02
005,13
000,64
000,76000,311
.tfdekcaptropxE
3.xorppa,
002523
054
056
009
0051
erob×
ecaf×.ai
D—
evaehS
gnivirD
2×"21
×"027 /
8"3
×"21×"42
3 /8"
3×"41
×"033 /
8"3
×"61×"63
7 /8"
3×"02
×"047 /
8"4
×"42×"04
3 /8"
MP
R0
57007
06
500
50
44
08
4deriuqerre
wopesroH
52—02
03
—520
5—0
457
—06
001—57
521—001
…yticapacylruo
Hsnot,gninepo
egrahcsid"1/
w…
——
——
——
1/w
…1 /
4snot,gninepo
egrahcsid"
33—0
3—
81ega
P,5eto
Nee
S—
—1/
w…
1 /2
snot,gninepoegrahcsid
"6
3—33
44
—83
——
——
1/w
…3 /
4snot,gninepo
egrahcsid"
04
—63
05
—44
——
——
snot,gninepoegrahcsid
"2/w
…—
75—0
50
8—07
——
—2/
w…
1 /2
snot,gninepoegrahcsid
"—
—0
9—0
8531
—021—
—snot,gninepo
egrahcsid"3/
w…
——
001—0
9541
—531022
—002—
3/w
…1 /
2snot,gninepo
egrahcsid"
——
—0
61—541
052
—02256
3—0
33snot,gninepo
egrahcsid"4/
w…
——
——
082
—052
004
—563
.tnemtsujda
etalpevah
hcihw
B52dna
B02tpecxe,tnemtsujda
mihsevah
sezisllA
1eto
N:
aP,seiticapac
nosetonlareneg
eeS
91&
81seg
..laireta
mecnerefer
rofes
U.noitcudorptnerrucnito
N*
CA
PAC
ITIE
S —
SP
EC
IFIC
ATIO
NS
— T
ELS
MIT
H P
ILLA
R S
HA
FT G
YR
ATO
RY
CR
US
HE
RS
*
102
TELSMITH 6B AND 8B GYRATORY BREAKERS
SCREEN ANALYSIS OF BREAKER PRODUCT
SIZ
E O
F S
QU
AR
E S
CR
EE
N O
PE
NIN
G
2"13 /4
" 21 /4
"21 /2
"21 /4
"21 /2
"2"
13 /4"
23 /4"
3"31 /4
"31 /2
"11 /4
"11 /2
"1"
3 /4"
1 /4"
1 /2"
2"13 /4
" 11 /4
"11 /2
"21 /4
"21 /2
"1"
3 /4"
23 /4"
3"31 /4
"31 /2
"1 /4
"1 /2
"0"
1 /4"
1 /2"
Scr
een
anal
ysis
of p
rodu
ct fr
om
Tels
mith
Prim
ary
Bre
aker
s at
va
rious
dis
char
ge o
peni
ngs.
O
peni
ngs
mea
sure
d on
ope
n si
de.
11/2
" O
PN
G. S
M. H
EA
D
11/2
" O
PN
G. C
OR
R. H
EA
D
13/4
" O
PN
G. S
M. H
EA
D
13/4
" O
PN
G. C
OR
R. H
EA
D
11/4
" O
PN
G. S
M. H
EA
D
11/4
" O
PN
G. C
OR
R. H
EA
D
6B B
RE
AK
ER
5 /16
" TH
RO
W E
CC
EN
TRIC
8B
BR
EA
KE
R3 /
8" T
HR
OW
EC
CE
NTR
IC
PE
RC
EN
TPA
SS
ING
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
1" O
PN
G. S
M. H
EA
D
1" O
PN
G. C
OR
R. H
EA
D
11/4
" O
PN
G. S
M. H
EA
D
11/4
" O
PN
G. C
OR
R. H
EA
D
11/2
" O
PN
G. S
M. H
EA
D
11/2
" O
PN
G. C
OR
R. H
EA
D
103
TELSMITH 10B AND 13B GYRATORY BREAKERS
SCREEN ANALYSIS OF BREAKER PRODUCT
SIZ
E O
F S
QU
AR
E S
CR
EE
N O
PE
NIN
G
4"31 /2
" 21 /2
"3"
41 /2"
5"4"
3"31 /2
"51 /2
"21 /2
"11 /2
"2"
1"1 /2
"
4"31 /2
" 3"
21 /2"
11 /2"
11 /2"
41 /2"
5"2"
51 /2"
1 /2"
1"0"
1"1 /2
"
Scr
een
anal
ysis
of p
rodu
ct fr
om
Tels
mith
Prim
ary
Bre
aker
s at
va
rious
dis
char
ge o
peni
ngs.
O
peni
ngs
mea
sure
d on
ope
n si
de.
21/2
" O
PN
G. C
OR
R. H
EAD
3" O
PN
G. S
M. H
EA
D
21/2
" O
PN
G. S
M. H
EA
D
2" O
PN
G. C
OR
R. H
EA
D
2" O
PN
G. S
M. H
EA
D
3" O
PN
G. C
OR
R. H
EA
D
10B
BR
EA
KE
R7 /
16"
THR
OW
EC
CE
NTR
IC
13B
BR
EA
KE
R1 /
2 "
THR
OW
EC
CE
NTR
IC
PE
RC
EN
TPA
SS
ING
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
11/2
" O
PN
G. S
M. H
EA
D
11/2
" O
PN
G. C
OR
R. H
EA
D
13/4
" O
PN
G. C
OR
R. H
EA
D
2" O
PN
G. C
OR
R. H
EA
D
2" O
PN
G. S
M. H
EA
D
13/4
" O
PN
G. S
M. H
EA
D
104
TELSMITH 16B AND 20B GYRATORY BREAKERS
SCREEN ANALYSIS OF BREAKER PRODUCT
SIZ
E O
F S
QU
AR
E S
CR
EE
N O
PE
NIN
G
6"51 /2
" 41 /2
"5"
41 /2"
5"4"
3"31 /2
"51 /2
"6"
61 /2"
7"21 /2
"11 /2
"2"
1"1 /2
"
4"31 /2
" 3"
21 /2"
11 /2"
41 /2"
5"2"
51 /2"
6"61 /2
"7"
1 /2"
1"0"
1"1 /2
"
Scr
een
anal
ysis
of p
rodu
ct fr
om
Tels
mith
Prim
ary
Bre
aker
s at
va
rious
dis
char
ge o
peni
ngs.
O
peni
ngs
mea
sure
d on
ope
n si
de.
3" O
PN
G. C
OR
R. H
EA
D
31/2
" O
PN
G. C
OR
R. H
EA
D
4" O
PN
G. C
OR
R. H
EA
D
16B
BR
EA
KE
R5 /
8" T
HR
OW
EC
CE
NTR
IC
20B
BR
EA
KE
R3 /
4 "
THR
OW
EC
CE
NTR
IC
PE
RC
EN
TPA
SS
ING
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
21/2
" O
PN
G. C
OR
R. H
EA
D
3" O
PN
G. C
OR
R. H
EA
D
31/2
" O
PN
G. C
OR
R. H
EA
D
105
TELSMITH 25B GYRATORY BREAKERS
SCREEN ANALYSIS OF BREAKER PRODUCT
SIZ
E O
F S
QU
AR
E S
CR
EE
N O
PE
NIN
G
25B
BR
EA
KE
R3 /
4" T
HR
OW
EC
CE
NTR
IC
PE
RC
EN
TPA
SS
ING
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
6"51 /2
"5"
41 /2"
61 /2"
4"31 /2
"71 /2
"3"
7"8"
9"81 /2
"21 /2
"2"
11 /2"
1"1 /2
"
6"51 /2
"5"
41 /2"
61 /2"
4"31 /2
"71 /2
"3"
7"8"
9"81 /2
"21 /2
"2"
11 /2"
1"1 /2
"
Scr
een
anal
ysis
of p
rodu
ct fr
om
Tels
mith
Prim
ary
Bre
aker
s at
va
rious
dis
char
ge o
peni
ngs.
O
peni
ngs
mea
sure
d on
ope
n si
de.
3" O
PN
G.
CO
RR
. HD
.
4" O
PN
G.
CO
RR
. HD
.5"
OP
NG
. C
OR
R. H
D.
31/2
" O
PN
G. C
OR
R. H
D.
106
rehsurC
enocretnIforeb
muN
8182
ecaf×rete
maid,yellupevirdfo
eziS
"8×"02
42"×
01"
MP
R,yellupevirdfo
deepS
009
578
gninepodeeffo
htdiW
21/ 4
"4"
PH,deriuqer
rewo
P52
—020
5—0
4
.xorppa,.sbl,thgiew
gnippihS
006,3005,01
…yticapacylruo
H
/w
…1 /
2snot,gninepo
egrahcsid"
81—51
—
/w
…5 /
8snot,gninepo
egrahcsid"
12—71
—
/w
…3 /
4snot,gninepo
egrahcsid"
42—91
84
—83
/w
…7 /
8snot,gninepo
egrahcsid"
62—12
65
—44
snot,gninepoegrahcsid
"1/
w…
—26
—05
1/
w…
1 /8
snot,gninepoegrahcsid
"—
86
—65
seiticapacno
setonlarenegee
S:1
etoN
,ega
Ps
91&
81.
etoN
.lairetam
ecnereferrof
atadsiht
esU.noitcudorptnerruc
nitonera
srehsurC
enocretnI:2
SP
EC
IFIC
ATIO
NS
— C
APA
CIT
IES
— T
ELS
MIT
H I
NTE
RC
ON
E C
RU
SH
ER
S
107
TELSMITH NO. 18 INTERCONE CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIZ
E O
F S
QU
AR
E S
CR
EE
N O
PE
NIN
G
11 /4"
1"7 /8
"11 /8
"15 /8
"11 /2
"13 /4
"13 /8
"5 /8
"3 /4
"3 /8
"1 /2
"1 /8
"1 /4
"
11 /4"
1"7 /8
"11 /8
"15 /8
"11 /2
"13 /4
"13 /8
"5 /8
"3 /4
"3 /8
"1 /2
"1 /8
"1 /4
"
No.
18
INTE
RC
ON
E C
RU
SH
ER
PE
RC
EN
TPA
SS
ING
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
1 /2"
OP
EN
ING
5 /8"
OP
EN
ING
3 /4"
OP
EN
ING
7 /8"
OP
EN
ING
2"17 /8
"
2"17 /8
"
Scr
een
anal
ysis
of p
rodu
ct fr
om
Tels
mith
Inte
rcon
e C
rush
er a
t va
rious
dis
char
ge o
peni
ngs.
O
peni
ngs
mea
sure
d on
ope
n si
de.
108
TELSMITH NO. 28 INTERCONE CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIZ
E O
F S
QU
AR
E S
CR
EE
N O
PE
NIN
G
11 /4"
1"2"
7 /8"
11 /8"
15 /8"
17 /8"
11 /2"
13 /4"
13 /8"
5 /8"
3 /4"
3 /8"
1 /2"
1 /8"
1 /4"
11 /4"
1"2"
7 /8"
11 /8"
15 /8"
17 /8"
11 /2"
13 /4"
13 /8"
5 /8"
3 /4"
3 /8"
1 /2"
1 /8"
1 /4"
Scr
een
anal
ysis
of p
rodu
ct fr
om
Tels
mith
Inte
rcon
e C
rush
er a
t va
rious
dis
char
ge o
peni
ngs.
O
peni
ngs
mea
sure
d on
ope
n si
de.
No.
28
INTE
RC
ON
E C
RU
SH
ER
PE
RC
EN
TPA
SS
ING
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
5 /8"
OP
EN
ING
7 /8"
OP
EN
ING
11 /8"
OP
EN
ING
109
ecaf×
retemaid,sllo
Rfoezi
S"61
×"42"81
×"03
"62×"0
3)2
etoN(
"22×"0
4"0
3×"0
4)3
etoN(
.xorppa.sbl,rehsurCllo
Rfothgiewte
N00
5,500
4,01000,71
007,610
47,82xorppa,dekcap,tropxe.sblthgie
wssor
G00
9,500
9,0100
9,7100
6,710
47,92,dekcaptropxe,.tf.uc,tnetnoclacibu
Cxorppa
071562
073074
074ecaf
×rete
maid,yellupevirdfo
eziS
"01×"6
3"01
×"63
"21×"8
4"21
×"84
"41×"4
6M
PR,yellup
evirdfodeep
S062
033053
052092
)91egap,2
etoN(
deriuqerre
wopesroH
03
04
0010
60
52/002†
MPF,lleh
SlloRfo
deepsecafru
S575
055
055
055
055
foezis
htiw,ruoh
repsnot
ni,yticapaceta
mixorppA
)91egap,3
etoN(
…tadeef
elbassimrep
snoTrepruo
H
eziS.xa
Mdeeffo)1eto
N(
snoTrepruo
H
eziS.xa
Mdeeffo)1eto
N(
snoTrepruo
H
eziS.xa
Mdeeffo)1eto
N(
snoTrepruo
H
eziS.xa
Mdeeffo)1eto
N(
snoTrepruo
H
eziS.xa
Mdeeffo)1eto
N(/
w…
1 /8
)91egap,5/4
setoN(
sllornee
wtebgnicaps
"21
3 /8"
313 /
8"91
3 /8"
513 /
8"12
3 /8"
/w
…1 /
4sllor
neewteb
gnicaps"
423 /
4"62
3 /4"
733 /
4"13
3 /4"
243 /
4"/
w…
3 /8
sllornee
wtebgnicaps
"6
311
/ 8"
93
11/ 8
"6
511
/ 8"
64
11/ 8
"36
11/ 8
"/
w…
1 /2
sllornee
wtebgnicaps
"8
41*
1 /4"
251*
3 /8"
571*
3 /8"
2611
/ 2"
581*
1 /4"
/w
…3 /
4sllor
neewteb
gnicaps"
271*
1 /2"
971*
5 /8"
2111*
5 /8"
291*
7 /8"
6211*
1 /2"
sllornee
wtebgnicaps
"1/
w…
69
1*3 /
4"301
1*7 /
8"9
411*
7 /8"
5212*
1 /8"
0712*
1 /8"
1/
w…
1 /4
sllornee
wtebgnicaps
"021
"2*0
312*
1 /8"
681
2*1 /
8"6
512*
3 /8"
2122*
3 /8"
1/
w…
1 /2
sllornee
wtebgnicaps
"4
412*
1 /4"
651
2*3 /
8"322
2*3 /
8"781
2*5 /
8"552
2*5 /
8".tluserlli
wtcudorpresraoctub,elbassi
mrepsi
deefregraltah
wemos,desu
erasllor
detagurrocereh
w,tahtsetacidnI
:1ET
ON
*.evird
niahcevah
sezisreht
O.evirdraeg
ratsa
sahlloR
htimsleT
"62×
"03
ehT:2
ETO
N.evird
deritcita
muenpa
silloR
htimsleT
"03
×"0
4ehT
:3ET
ON
.tfrep.sbl
001gnihgie
wlairetamfo
nobbirlacitiroehtfo%0
5no
desabera
seiticapaC
:4ET
ON
3ata
seiticapacehT.ytisned
klub.deyolp
mere
wopesrohdna
egappils,oitarnoitcuder,sllehs
gnihsurcfoepyt
nosdneped
gnittesnevig
.yrotcaftlusnoC
—snoitidnoclaicepstius
otdeirav
ebnac
deepS.deniatnia
meb
dluohsdna
snoitidnocegareva
rofsi
detacidnideep
S†
.lairetam
ecnereferrof
atadsiht
esU.noitcudorptnerruc
nitonera
srehsurcesehT.91
&81
segapees,seto
NlareneG
roF
CA
PAC
ITIE
S —
SP
EC
IFIC
ATIO
NS
— T
ELS
MIT
H D
OU
BLE
RO
LL C
RU
SH
ER
S
110
TELSMITH ROLL CRUSHERS
SCREEN ANALYSIS OF CRUSHER PRODUCT
SIZ
E O
F S
QU
AR
E S
CR
EE
N O
PE
NIN
G
Scr
een
anal
ysis
of p
rodu
ct fr
om
Tels
mith
Rol
l Cru
sher
s at
va
rious
dis
char
ge o
peni
ngs.
11 /4"
1"2"
7 /8"
11 /8"
15 /8"
17 /8"
11 /2"
13 /4"
13 /8"
5 /8"
3 /4"
3 /8"
1 /2"
1 /8"
1 /4"
11 /4"
1"2"
7 /8"
11 /8"
15 /8"
17 /8"
11 /2"
13 /4"
13 /8"
5 /8"
3 /4"
3 /8"
1 /2"
1 /8"
1 /4"
RO
LL C
RU
SH
ER
S
PE
RC
EN
TPA
SS
ING
100%
90%
80% 70
%
60%
50%
40%
30% 20
%
10% 0%
3 /4"
OP
EN
ING
- C
OR
R. S
HE
LLS
5 /8"
OP
EN
ING
- C
OR
R. S
HE
LLS
1 /2"
OP
EN
ING
- C
OR
R. S
HE
LLS
3 /8"
OP
EN
ING
- S
M. S
HE
LLS
1 /4"
OP
EN
ING
- S
M. S
HE
LLS
1 /8"
OP
EN
ING
- S
M. S
HE
LLS
111
NOTES:
112
TELSMITH SCREENS
Manufactured in both Horizontal and Inclined types, TelsmithScreens are available in specified sizes from 3' × 10' to 8' ×24' in single, double or triple deck configurations. Dependingupon the screen selected, materials can be separated intosizes from minus 6" to minus 16 Mesh.
113
sneercS
gnitarbiVdradnat
Sot
deeFH
PTmu
mixaM
.TFhtdi
Wgni
K-orbiVreka
mcepS
latnoziroH
3 4 5 6 7 8
0020
5300
50
5600
8002,1
—059*
051
003
054
05500700
8
051
052
005
056 — —
CA
PAC
ITY
AN
D S
ELE
CTI
ON
OF
VIB
RAT
ING
SC
RE
EN
SIn
form
atio
n re
quire
d to
sel
ect t
ype
of V
ibra
ting
Scr
een:
1.S
ize
and
wei
ght o
f lar
gest
pie
ce in
feed
2.S
ize
of la
rges
t ope
ning
in s
cree
n de
cks
3.Li
mita
tions
on
spac
e an
d w
eigh
t4.
Tem
pera
ture
of f
eed
5.G
rada
tion
of fe
ed6.
Tota
l fee
d in
TP
H7.
Dup
licat
ion
of e
xist
ing
mac
hine
ry8.
Met
hod
of m
ount
ing
scre
en9.
Spe
cial
con
stru
ctio
n fe
atur
es r
equi
red
10.D
uty
requ
ired,
i.e.
, sca
lpin
g, s
izin
g, w
ashi
ng a
nd h
ours
per d
ay o
f ope
ratio
n11
.Allo
wab
le D
epth
of B
ed s
houl
d no
t exc
eed
4 tim
es th
ew
ire c
loth
ope
ning
whe
n sc
reen
ing
mat
eria
l wei
ghin
g10
0 lb
s. p
er ft
.3, o
r 3
times
the
wire
clo
th o
peni
ngw
hen
scre
enin
g m
ater
ial w
eigh
ing
50
lbs.
per
ft.3
6' t
o 10
' lg.
11 /
2—2×
part
ical
siz
e12
' to
16' l
g. 2
—21
/ 2×
part
ical
siz
e18
' to
24' l
g. 2
1 /2—
3×pa
rtic
al s
ize
NO
TE:
If fe
ed T
PH
exc
eeds
tho
se s
how
n in
tab
le, t
he s
cree
nfra
mes
may
hav
e to
be
of e
xtra
hea
vy c
onst
ruct
ion
and
addi
tiona
lH
P m
ay b
e re
quire
d.*F
or to
nnag
es a
bove
950
TP
H, i
t may
be
nece
ssar
y to
incr
ease
the
scre
en s
lope
to a
s m
uch
as 2
4°.
Est
imat
ing
Thic
knes
s of
Mat
eria
l on
a S
cree
n D
eck:
D=
Dep
th in
inch
esT
=TP
H r
etai
ned
on d
eck
C=
Bul
k de
nsity
, ft.3
/ton
(20
ft.3 /
ton
= 1
00#
/ft.3
)F
=Ft
. pe
r m
in.
trav
el s
peed
†W
=W
idth
of s
cree
n, ft
.†
Use
80—
120
FPM
Ave
rage
for
Slo
pe S
cree
ns a
nd 4
0—60
FPM
Ave
rage
for
Hor
izon
tal
Scr
eens
. A
ctua
l FP
M w
ill v
ary
depe
ndin
g on
mat
eria
l, st
roke
, sp
eed
and
slop
e.
D =
T ×
C5
× F
× W
114
epyTneerc
Ssgninep
Oneerc
Sezi
SdeeF
mumixa
Mmu
miniM
mumixa
M
ylzzirG
gnitarbiV11
/ 2"
"8"6
3
gniK-orbiV
hsem
6"6
"81
latnoziroH
hsem
6"3
"6
rekamcep
Shse
m61
21/ 2
""8
gniK-ulaV
hsem
6121
/ 2"
"5
replacS
ebiV-iraV3 /
4""2
"6
ebiV-ouD
hsem
02"2
"6
ebiV-iraV��,���,���M
hsem
021 /
2""2
VIB
RAT
ING
SC
RE
EN
SE
LEC
TIO
N G
UID
E
115
CAPACITY AND SELECTION OF VIBRATINGSCREENS
sdradnatSgnitarepO)gnineercSyrD(sneercSgnitarbiV
noitoMralucriC—sneercSdenilcnI
gniK-orbiV *gniK-ulaVrekamcepS
htolCneercSgninepO
muminiMworhT
.dtSepolS
seergeD
noitatoRtfahSnoitceriD
"6 21/2" 1/2" 91 wolF
"5—"2 2—"2 1/2" 3/8" 91 wolF
1/8 1—" 7/8" 1/8 1—" 7/8" 5/ 61 " 91rowolF
wolFretnuoC
—hsem61 3/ 23 " —hsem61 3/ 23 " 1/4" 02 wolFretnuoC
sneercSlatnoziroH
htolCneercSgninepO
muminiMworhT
.dtSepolS
seergeD
noitatoRtfahSnoitceriD
"3—"2 5/8" 0 —
11/2 "2—" 1/2" 0 —7/8 1—" 5/8" 7/ 61 " 0 —1/8 —" 3/4" 3/8" 0 —
—snoitacificepsneercsees,sdeepsdradnatsroF:ETONlatnozirohrodenilcni
seerged81siepolsdradnatssneercsgniK-ulaV*
The throw, speed, slope and screening surfaces of vibratingscreens are established by the factory for each application. Dueto the uncertainties inherent in screening operations, it issometimes necessary to make alterations in the field. The databelow is intended as a guide in making adjustments in the field toimprove screen performance.
116
CA
PAC
ITY
OF
VIB
RAT
ING
SC
RE
EN
S
1.S
ieve
ana
lysi
s of
feed
—ob
tain
ed b
y te
stin
g a
sam
ple,
from
cru
sher
pro
duct
cur
ves
or in
from
pla
ntpr
oduc
tion
reco
rds.
2.W
eigh
t per
ft.3
mat
eria
l to
be s
cree
ned.
3.D
eter
min
e if
scre
enin
g is
to b
e do
ne d
ry o
r w
ith w
ater
spra
ys.
4.S
hape
of s
cree
n op
enin
gs, i
.e.,
roun
d, s
quar
e or
rect
angu
lar.
5.
If dr
y sc
reen
ing,
wha
t is
moi
stur
e co
nten
t, an
d is
clay
pre
sent
? (s
ee n
otes
4 &
5 o
n pa
ge 1
17).
6.
Siz
e of
ope
ning
s in
scr
een
deck
s an
d if
nom
inal
or
spec
ifica
tion
sizi
ng is
req
uire
d.7.
Scr
eeni
ng e
ffici
ency
req
uire
d (s
ee N
ote
3 be
low
)8
.To
tal
feed
to
scre
en,
incl
udin
g an
y ci
rcul
atin
g lo
adfr
om c
rush
ers,
in s
hort
TP
H. A
llow
for
peak
tonn
age.
INFO
RM
ATIO
N R
EQ
UIR
ED
TO
CA
LCU
LATE
CA
PAC
ITY
AN
D S
IZE
OF
VIB
RAT
ING
SC
RE
EN
S
1.
TO D
ETE
RM
INE
SIZ
E O
F S
CR
EE
N.
Use
the
for
mul
a:in
whi
ch,
TF =
Tot
al f
eed
to
scre
en in
TP
H.
Ove
rsiz
e =
Am
ount
of
feed
larg
er t
han
deck
ope
ning
s, in
TP
H.
A,
B,
C,
D,
E &
F a
re f
acto
rsob
tain
ed f
rom
the
tab
les
belo
w.
2.
TO D
ETE
RM
INE
TO
TAL
CA
PAC
ITY
OF
A G
IVE
N S
CR
EE
N.
Use
the
for
mul
a:C
(ca
paci
ty t
hrou
gh s
cree
n) =
[A
rea×
(A×
B×
C×
D×
E×
F)]
plus
Ove
rsiz
e.
3.
Effi
cien
cy i
s th
e ra
tio o
f th
e un
ders
ize
obta
ined
in
scre
enin
g to
the
am
ount
of
unde
rsiz
e av
aila
ble
in t
he f
eed.
It
is
foun
d by
the
for
mul
a:
Are
a (S
q. F
t) =
TF –
Ove
rsize
A ×
B ×
C ×
D ×
E ×
F
E(%
) =10
0(e-
v)×
100
e =
per
cent
age
unde
rsiz
e in
feed
e(10
0-v)
v =
per
cent
age
unde
rsiz
e in
ove
rpro
duct
117
CA
PAC
ITY
OF
VIB
RAT
ING
SC
RE
EN
S (
Con
t.)4.
Whe
n dr
y sc
reen
ing,
exc
essi
ve m
oist
ure
in th
e m
ater
ial m
ay c
ause
blin
ding
of t
he s
cree
n cl
oth.
Whe
re m
oist
ure
cont
ent
exce
eds
that
giv
en in
the
follo
win
g ta
ble,
the
use
of s
peci
al w
ire c
loth
, bal
l dec
k tr
ays,
or
elec
tric
hea
ting
may
be
requ
ired.
Con
sult
fact
ory.
Squ
are
Scr
een
Ope
ning
Moi
stur
eS
quar
e S
cree
n O
peni
ngM
oist
ure
1 /16
" &
sm
alle
r0
%7 /
16"
to 3
/ 8"
4%
3 /16
" to
1/ 8
"1
%1"
to 1
/ 2"
6%
5 /16
" to
1/ 4
"2
%la
rger
than
1"
8%
5.
Max
imum
moi
stur
e co
nten
t of
fee
d w
hen
scre
enin
g w
ith b
all
deck
s.S
quar
e S
cree
n O
peni
ngM
oist
ure
Squ
are
Scr
een
Ope
ning
Moi
stur
e1 /
4"5
%1 /
16"
2%
3 /16
"41
/ 2%
1 /32
"1
%1 /
8"4
%6
.W
here
rec
tang
ular
sha
ped
scre
en c
loth
ope
ning
s ar
e us
ed,
Fact
or “
A” i
n th
e ta
ble
follo
win
g m
ay b
e in
crea
sed
25%
for
open
ings
5 t
imes
as
long
as
they
are
wid
e, a
nd 5
0% f
or o
peni
ngs
10 t
imes
as
long
as
they
are
wid
e. F
or r
ound
open
ings
use
80%
of
Fact
or “
A”7.
WH
EN
RE
SC
RE
EN
ING
OR
SIM
ILA
R A
PP
LIC
ATIO
N.
Whe
re F
acto
r “D
” in
the
tab
le b
elow
can
not
be d
eter
min
ed,
scre
enin
g ar
ea m
ay b
e ca
lcul
ated
by
divi
ding
one
-hal
f th
e sc
reen
fee
d in
TP
H b
y Fa
ctor
“A”
for
the
scr
een
open
ing.
Neg
lect
“B
” an
d “C
”, us
e “E
” an
d “F
” if
appr
opria
te.
8.
The
form
ulae
in it
ems
1 an
d 2
whe
n ap
plie
d to
incl
ined
, circ
ular
mot
ion
scre
ens
at a
slo
pe o
f 19
° re
quiri
ng o
pera
tion
at le
ss s
lope
, re
duce
the
cap
acity
10%
for
eac
h 21
/ 2°
belo
w 1
9°.
9.
Fact
ors
give
n ar
e fo
r sc
reen
clo
th h
avin
g ap
prox
imat
ely
50%
ope
n ar
ea.
Incr
ease
or
decr
ease
fac
tors
in
prop
ortio
nto
per
cent
ope
n ar
ea o
f cl
oth
sele
cted
as
show
n on
pag
e 12
4.
118
fotnuo
mA
ezisrevO
”B“
rotcaFfo
tnuom
Aezisrev
O”
B“rotcaF
fotnuo
mA
ezisrevO
”B“
rotcaF%01%02%0
3%0
4%0
5
31.120.1
69.
88.
97.
%06
%07%0
8%58%0
9
07.26.35.0
5.6
4.
%29%4
9%6
9%8
9%001
34.0
4.23.42.00.
.tf1
hguorhTgnissa
Pruo
HreP
snoTni
yticapaC
”A“
ROT
CAF
2ezisrev
O%52
htiw
ycneiciffE
%59no
desaB
htolC
neercS
fogninep
Oerauq
Srael
Cfo
eziS
"1330."16
60.
"390.
"521."131.
"581.1 /
4"3 /
8"1 /
2"5 /
8"3 /
4"7 /
8""1
11/ 4
"11
/ 2"
"221
/ 2"
"3"4
eziS
hseM.
S.S.
U02
218
76
4—
——
——
——
——
——
——
dnaS
85.
49.
10.174.1
95.1
96.1
——
——
——
——
——
——
—tsu
Denot
S8
4.87.
48.
91.10
3.114.1
——
——
——
——
——
——
—tsu
DlaoC*
63.
95.
46.
19.8
9.70.1
——
——
——
——
——
——
—levar
GlarutaN
——
——
——
31.20
4.247.2
09.2
30.332.3
63.3
65.3
36.321.4
95.4
89.4
71.6levar
Gdehsur
C&
enotS
dehsurC
——
——
——
47.14
0.292.2
93.2
25.28
6.287.2
59.24
0.354.3
38.371.4
31.5lao
C*—
——
——
—53.1
15.162.1
08.1
19.120.2
01.252.2
72.275.2
78.211.3
78.3FA
CTO
R “
B”
Det
erm
ine
or e
stim
ate
perc
enta
ge o
f ove
rsiz
e in
feed
to s
cree
n an
dus
e pr
oper
fac
tor
as g
iven
bel
ow.
For
exam
ple,
if
scre
en h
as 1
"op
enin
gs a
nd 6
0% o
f fee
d to
scr
een
will
go
thru
1"
open
ings
, the
reis
40%
of o
vers
ize
and
fact
or .8
8 w
ould
app
ly. O
ther
per
cent
ages
acco
rdin
gly.
*Not
e: F
acto
r “A”
bas
ed o
n 75
lbs.
/ft.3
(har
d co
al o
nly)
. For
sof
t coa
lus
e 1 /
2 th
e fa
ctor
sho
wn
for
ston
e du
st o
r cr
ushe
d st
one.
CA
PAC
ITY
OF
VIB
RAT
ING
SC
RE
EN
S (
Con
t.)
119
ycneiciffE
deriseD
%07%57
%08
%58%0
9%29
%49
%69
%89
”C“
rotcaFmodles
eraseicaruccanithgil
Stcefrep
dnaetagergga
gnineercsni
elbanoitcejbohti
wtnetsisnoctonsi
)ycneiciffe%001(
noitarapessi
ycneiciffe%8
9,stcudorpdehsinif
roF.ymonoce
yllaususi
%49-0
9dnati
milelbacitcarp
emertxe
ehtyllausu
siycneiciffe
%57ot
%06.yrotcafsitas
.sesoprupgniplacs
rofelbatpecca
”C“
rotcaF0
9.107.1
05.1
53.151.1
80.1
00.159.
09.
deeFfotnuom
Anaht
ssel1 /
2ehtgninep
Ofoezi
S%01
%02%0
3%0
4%0
5%0
6%07
%08
%09
%001”
D“rotcaF
erehw
ylluferacrotcaf
sihtredisno
Cfi,elp
maxeroF.deef
nitneserpsi
kcorenif
rodnas
sahneercs
1 /2
egrala
dnasgninepo
erauqs"
sideef
ehtfoegatnecrep
1 /4
hcus,ezisni
sselro
"esu
dnaegatnecrep
enimreted,tsud
rodnas
sa.etisoppo
nevigrotcaf
reporp”
D“rotcaF
05.
06.
08.
00.102.1
04.1
07.100.2
04.2
…
gnineercS
teW
gninepO
eziS
)sehcnIro
hseM(
0241
018
1 /8"
64
1 /4"
5 /61"
3 /8"
1 /2"
3 /4"
erom
ro"1
”E“
rotcaF01.1
05.1
00.252.2
00.20
5.20
5.200.2
00.257.1
04.1
03.1
52.1.dedne
mmocerton
hsem
02woleb
neercsteW
”E“
rotcaF.etisoppo
nevigrotcaf
reporpesu,neercs
nodeyarps
sireta
wfirolaireta
mni
retaw
sierehtfI.00.1
rotcafesu,yrd
silairetamfI
drayrep
retawfo
MP
G01
ot5
yletamixorppa
foesu
ehtsnae
mgnineercste
W3
sdray0
5rof
roruoh
replairetamfo
3laireta
mforuoh
rep.cte,reta
wfoM
PG
005-0
52esu
kceD
poTdnoce
SdrihT
htruoF,selp
maxeroFtxen
ees.egap
”F“rotcaF
.00.1rotcaf
esu,neercskced
elgnisroF
reporpesu
oterus
eb,neercskced
elpitlum
roF.kced
hcaerof
rotcaf”F“rotcaF
00.10
9.0
8.07.
CA
PAC
ITY
OF
VIB
RAT
ING
SC
RE
EN
S (
Con
t.)
120
Typical examples showing how to determine the size ofvibrating screen required for a certain capacity or to
determine the capacity of any size of vibrating screen.
EXAMPLE NO. 1
To determine the capacity in TPH that can be passed through a 3' × 8'vibrating screen under the following conditions:—1. The material to be screened is ordinary gravel.2. Screen cloth having 1" square opening.3. 30% of the material to be screened is larger than 1" or there is 30%
of oversize.4. Desired screening efficiency 90%.5. 50% of the material to be screened is less than one-half the size of
the screen opening. In other words, one-half of the material to bescreened is less than 1/2" in size.
6. Screening will be done dry, or as the gravel comes from the bank.No water will be used.
7. A single deck vibrating screen will be used.Referring to the capacity and factor tables on Pages 116—119,
we select the following factors:—Factor “A”: — Gravel with 1" square opening—3.36.Factor “B”: — 30% of oversize—.96.Factor “C”: — 90% efficiency—1.15.Factor “D”: — 50% less than one-half size of opening—1.20.
* Factor “E”: — Dry screening—1.00.Factor “F”: — Single deck screen (top deck)—1.00.
The solution, in accordance with formula No. 1, is the area of the screencloth multiplied by all of the above factors or 3'×8'=24 sq. ft. of area×3.36×.96×1.15×1.20×1.00×1.00=107 tons per hour.
107 tons per hour is the capacity passing through the 1" holes of thescreen, and is 70% of the feed to the screen. 30% of the feed was rejectedby the 1" holes. The total capacity that can be handled by the screen is thesum of these two or 153 tons per hour.
*Note:—For wet screening, change this factor as shown in table underFactor “E”. Same applies in Examples 2 and 3.
EXAMPLE NO. 2
To determine the size of the vibrating screen required under the followingconditions:—1. The material to be screened is crushed stone.2. Screen cloth having 11/4" square openings.3. Total capacity required — 60 tons per hour.4. 25% of the material to be screened is larger than 11/4".5. Desired screening efficiency 92%.6. 20% of the stone is less than 1/2 the size of the 11/4" openings.7. The stone will be screened dry.8. A single deck vibrating screen will be used.
Continued on next page
CAPACITY OF VIBRATING SCREENS (Cont.)
121
Referring to the capacity and factor tables on Pages 116—119, we selectthe following factors:—Factor “A”: — 2.95.Factor “B”: — .99.Factor “C”: — 1.08.Factor “D”: — .60.
* Factor “E”: — 1.00.Factor “F”: — 1.00.
The solution, in accordance with formula No. 3, is as follows: — 60 TPHless 25% of 60 or 15 TPH gives 45 TPH divided by (2.95 × .99 × 1.08 ×.60 × 1.00 × 1.00) = 23.8 ft.2 of screen surface. A 3'×8' screen is thecorrect size.
CAPACITY OF VIBRATING SCREENS (Cont.)
EXAMPLE NO. 3
To determine the size of a double deck screen under the following conditions:—1. The material to be screened is crushed stone.2. Capacity to be handled is 80 tons per hour.3. Square openings in top deck are 1".4. Square openings in bottom deck are 1/4".5. 20% of the 80 TPH is over 1" in size.6. An efficiency of 96% is required.7. 40% of the material is less than one-half the size of the top deck or 1"
openings.8. There is 15% of minus 1/4" material to be taken out through the
bottom deck; and of this 1/4" material, 10% is less than one-half thesize of the 1/4" opening.
9. The oversize from the top deck is to be recrushed to minus 1" andreturned to the screen.
A problem of this kind must be treated as two separatecomputations, one for the top deck and one for the bottom deck.The solution is as follows:—
screen surface required for the top deck = 3'×10' vibrating screenConsidering the lower deck, we find that 15% of the total of 80
TPH must pass through the bottom deck or 12 TPH must passthrough the 1/4" openings. This makes 85% of oversize on thebottom deck. Using formula No. 3 and factors again, we have thefollowing for the bottom deck:—
of screen surface required for the bottom deck = about 4'×8' screenIn problems like Example 3, especially where the bottom deck has
a fairly small opening, it will usually be found that the size of thebottom deck determines the size of the screen. In a case of thiskind where one deck requires a larger area than the other, alwaysselect a screen or screens which will give the larger area for bothdecks.
Area = 80TPH = 80TPH = 29.7 = No. of Sq. Ft.A×B×C×D×E×F 2.78×1.02×.95×1.00×1.00×1.00
Area = 12TPH = 12TPH = 29.7 = No. of Sq. Ft.A×B×C×D×E×F 1.74×.50×.95×.5×1.00×.90
122
CA
PAC
ITY
OF
SP
RAY
NO
ZZ
LES
FO
R T
ELS
MIT
H V
IBR
ATIN
G S
CR
EE
NS
IS
Perusser
P
MP
GNI
YTIC
APA
C
ECIFI
RO
FO
RET
EM
AID
5 /23"
3 /61"
7 /23"
1 /4"
9 /23"
5 /61"
11/
23"
3 /8"
31/
23"
7 /61"
51/
23"
1 /2"
021.2
0.30.4
2.56.6
1.88.9
7.117.31
8.512.81
1.02
03
5.26.3
8.44.6
1.80.01
0.214.41
8.615.91
4.224.52
*04
9.21.4
7.54.7
3.95.11
9.315.61
4.914.22
8.524.92
05
2.36.4
3.62.8
4.018.21
5.515.81
6.120.52
8.829.23
06
5.31.5
9.60.9
8.110.41
0.712.02
8.325.72
6.130.6
3
078.3
6.55.7
7.93.21
1.513.81
8.126.52
6.920.4
38.8
3
08
1.49.5
0.83.01
1.312.61
5.913.32
3.726.13
3.63
4.14
09
3.42.6
5.80.11
0.412.71
8.028.42
0.926.33
7.83
0.44
0016.4
6.69.8
6.117.41
1.819.12
1.626.0
34.53
7.04
4.64
dednem
moceryllausu
erusserP
=*
�.desu
yllausuecifir
O
123
SCREEN CLOTH INFORMATION
sgninepotnelaviuqEsneercsgnitsettalfeveisdradnatsS.U
seires
dednemmoceRneercSerauqS
rofgninepOneercSgnitarbiV
elgnA°91no
dednemmoceRneercSdnuoR
rofgninepOneercSgnivloveR
epolS°6nodnuoR
�erauqS
�gninepO
�gninepO
�1/8" 3/ 23 " 1/8" 5/ 23 "
3/ 61 " 5/ 23 " 3/ 61 " 1/4"1/4" 3/ 61 " 1/4" 5/ 61 "
5/ 61 " 1/4" 5/ 61 " 3/8"3/8" 5/ 61 " 3/8" 1/2"1/2" 3/8" 1/2" 5/8"5/8" 1/2" 5/8" 3/4"3/4" 5/8" 3/4" "17/8" 3/4" 7/8" 11/8"
"1 7/8" "1 11/4"
11/4" "1 11/8" 19/ 61 "
13/8" 11/8" 11/4" 13/4"
11/2" 11/4" 13/8" 17/8"
13/4" 11/2" 19/ 61 " 21/4"
"2 13/4" 17/8" 21/2"
21/4" 17/8" "2 23/4"
23/8" "2 21/8" 2 51 / 61 "
21/2" 21/8" 21/4" 31/8"
23/4" 21/4" 21/2" 31/2"
"3 21/2" 23/4" 33/4"
31/4" 23/4" "3 "4
31/2" "3 31/4" 43/8"
33/4" 31/8" 31/2" 43/4"
"4 35/ 61 " 33/4" "5
"5 41/4" 41/2" 61/4"
"6 51/4" 51/2" 71/2"
124
SELECTION OF WIRE DIAMETERS FOR WOVENSCREEN CLOTH
raelCerauqSgninepO
A B C D eziSdeeF
.aiDnepOaerA .aiD
nepOaerA .aiD
nepOaerA .aiD
nepOaerA I II III
1/ 61 "3/ 23 )M8("
1/8"
530.140.450.
3.246.747.84
140.740.270.
0.732.542.04
740.360.290.
2.330.534.33
360.080.501.
6.426.925.92
1/2"5/8"5/8"
5/8"3/4"3/4"
7/8""1"1
5/ 23 "3/ 61 )M4("
1/4"
360.080.
1. 50
2.151.946.94
080.290.021.
5.341.546.54
501.021.531.
0.632.732.24
021.531.841.
2.238.334.93
3/4"3/4"
"1
"1"1
11/2"
11/4"11/4"
"25/ 61 "3/8"7/ 61 "
021.531.841.
2.251.458.55
531.841.261.
8.844.152.35
841.261.771.
0.647.847.05
261.771.291.
4.341.643.84
11/2"11/2"
"2
"2"2
21/2"
21/2"21/2"
"31/2"
9/ 61 "5/8"
261.261.771.
1.750.167.06
771.771.291.
5.456.755.85
291.291.522.
2.250.550.45
702.522.052.
8.947.050.15
"221/2"21/2"
21/2"31/4"31/4"
"333/4"33/4"
3/4"7/8"
"1
291.702.522.
4.363.566.66
702.522.052.
4.163.360.46
052.052.
5213.
3.655.060.85
5213.5213.
573.
8.943.459.25
"3"3
31/2"
33/4"33/4"41/2"
41/2"41/2"51/4"
11/8"11/4"13/8"
522.052.052.
6.964.965.17
052.5213.5213.
0.760.465.66
5213.573.573.
0.162.956.16
573.5734.5734.
7.558.455.75
31/2""4"4
41/2""5"5
51/4""6"6
11/2"13/4"
"2
052.5213.5213.
4.379.178.47
5213.573.573.
5.868.769.07
573.5734.
005.
0.460.460.46
005.005.526.
3.655.060.85
"441/2"
"5
"551/2"61/2"
"6"7"8
21/4"21/2"23/4"
573.573.573.
4.376.574.77
5734.5734.5734.
1.074.274.47
005.005.005.
9.664.966.17
526.526.526.
2.160.464.66
"5"5"5
61/2"61/2"61/2"
"8"8"8
"331/2"
"4
5734.5734.
005.
2.670.970.97
005.005.526.
5.376.678.47
526.526.057.
5.860.279.07
057.057.000.1
0.468.760.46
"6"6"7
71/2"71/2"81/2"
"9"9"01
A — Medium Light: 50-75 lb. ft.3 — Coal, Non-Abrasive. B — Medium: 75-100 lb. ft.3 — Limestone, Sand and Gravel. C — Medium Heavy: 100-120lb. ft.3 — Average Ores — Moderate Abrasives. D — Heavy: 120-140 lb. ft.3— Heavy Ores — High Abrasives.
NOTES: Wire diameters listed above are suitable for feed size not exceedingthat listed in Column I. When feed size exceeds Column I but not Column II,use next larger wire diameter. When it exceeds Column II but not Column III,increase wire diameter two sizes. Wet Screen: Select next larger wirediameter. Perforated Plate is recommended for openings larger than 4".1/2" diameter and smaller wire furnished with hooked edges as standard andfor side tension bars. Larger than 1/2" diameter wire requires flat supporttray and clamping strips. New screens normally furnished with wirediameters as listed in Column C, medium heavy wire, for top deck; andlower deck surfaces with medium wire Column B. Spring steel cloth isstandard. Oil tempered, stainless steel, profile wire, or rubber deck surfacesare optional extras — Consult Factory.
A typical example of open area correction to screen is:50% (Mentioned in “A” Factor) ÷ the open area percentage = thepercentage to be multiplied by the square footage of screen area.Calculation: .50/.58 = 86%×190 ft.2 = reduced area to 163 ft.2
(58% open area was derived by 1" clear ft.2 opening, “C” medium heavy wire .3125)
125
U.S. SIEVE SERIES and TYLER EQUIVALENTSA.S.T.M. — E-11-61
noitangiseDeveiS gninepOeveiS eriWlanimoNretemaiD
neercSrelyTelacS
tnelaviuqEnoitangiseDdradnatS etanretlA mm **.ni mm **.ni
mm6.701mm6.101mm5.09mm1.67mm0.46mm8.35mm8.05
42.4431/2321/2
21.22
.ni)a(.ni
.ni
.ni
.ni
.ni)a(.ni
6.7016.1015.091.670.468.358.05
42.400.405.300.305.221.200.2
04.603.680.608.505.551.550.5
0252.0842.4932.3822.5612.8202.8891.
…………………
mm3.54mm1.83mm0.23mm9.62mm4.52
13/411/211/4
60.11
.ni
.ni
.ni
.ni)a(.ni
3.541.830.239.624.52
57.105.152.160.100.1
58.495.432.409.308.3
9091.7081.5661.5351.6941.
………
.ni050.1…
6.22* mm0.91 mm0.61* mm5.31 mm7.21 mm
7/83/45/8
035.1/2
.ni
.ni
.ni
.ni)a(.ni
6.220.910.615.317.21
578.0057.0526.0035.0005.0
05.303.300.357.276.2
8731.9921.1811.3801.1501.
.ni388.
.ni247.
.ni426.
.ni525.…
2.11* mm15.9 mm00.8* mm37.6 mm53.6 mm
7/ 613/85/ 61
562.1/4
.ni
.ni
.ni
.ni)a(.ni
2.1115.900.837.653.6
834.0573.0213.0562.0052.0
54.272.270.278.128.1
5690.4980.5180.6370.7170.
.ni144.
.ni173.21/2 hsem
hsem3…
66.5* mm67.4 mm00.4* mm63.3 mm
.oN
.oN
.oN
.oN
31/2
456
66.567.400.463.3
322.0781.0751.0231.0
86.145.173.132.1
1660.6060.9350.4840.
31/2456
hsemhsemhsemhsem
38.2* mm83.2 mm00.2* mm86.1 mm
.oN
.oN
.oN
.oN
780121
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111.07390.07870.01660.0
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126
VIBRO-KING SCREENS
The Vibro-King Screen is Telsmith's inclined heavy-dutyscreen that can handle a variety of applications from heavy-duty scalping behind large primary crushers to final sizingdown to 16 mesh range.
Inclined screens are the most popluar design for use instationary plants or where headroom is not a limiting factor.
Telsmith Vibro-King Screens are built in single shaft, twobearing style with patented retracting counterweights forsmoother starting and stopping in sizes of 5'×16' and6'×16' in single, double or triple deck configurations.
Four bearing, two shaft, two motor, timed Vibro-KingScreens with fixed counterweights are built in sizes of7'×20' and 8'×24' in single, double or triple deck designs.For full description and illustrations, refer to Bulletin T301.
127
VIB
RO
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128
SPECMAKER SCREENS
Designed expressly to accomplish the precision screeningrequired in final sizing and separations down to 16 mesh.Telsmith’s Specmaker Screens are built in sizes from 5'×14'to 8'×20' in single, double and triple deck designs and in6'×16' and 6'×20' four deck versions. For full descriptionand illustrations, refer to Bulletin T301.
129
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130
HORIZONTAL SCREENS
Horizontal Screens are used where there is limitedheadroom, such as portable plants and/or only a minimumamount of water carry over from a rinsing application isallowed. Horizontal Screens are available in double or tripledeck configurations in sizes from 5' × 14' to 8' × 20'. Fora full description and illustrations, consult factory.
131
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132
VALU-KING SCREENS
The Telsmith Valu-King line-up of screens is exceptionallywell suited for finished screening of aggregates. Built insizes from 4'×8' to 6'×16' in single and double deckconfigurations, these screens can be fitted with spraynozzles for rinsing applications. For details, contact factory.
133
VALU
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134
P.E.P. SCREENS
Manufactured to utilize either amplitude or frequencyvibrations, these screens can be used for scalping (Vari-Vibe Scalper — amplitude type), fines separation (Vari-VibeII, III, IIIM — frequency type) or a combination of both (Duo-Vibe). They are available in several configurations utilizingcomponents of 4'×8' to 6'×18'. The Vari-Vibe models arehighly efficient in fines separation. For more informationincluding application data, consult factory.
135
P.E
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136
HEAVY DUTY VIBRATING GRIZZLY
The Heavy Duty Vibrating Grizzly is a two bearing inclinedscreen made from thick steel plates and beams and isexpressly designed to remove excess fines ahead ofprimary crushers. Made in sizes 3'×5', 3'9"×7', 4'6"×8',5'×10' and 6'×16' with single or double decks. For moreinformation, consult factory.
137
VIB
RAT
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138
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Chu
te o
r flu
me
angl
e fr
om w
ash
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to w
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10
° to
15
°.N
OTE
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Cap
acity
rat
ings
of w
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cree
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ased
on
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f dry
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.N
OTE
2:
Effe
ctiv
e sc
reen
ing
area
= 1
/ 3 D
ia. S
cr. L
engt
h.N
OTE
3:
Not
in c
urre
nt p
rodu
ctio
n. U
se fo
r re
fere
nce
mat
eria
l.
140
WASHING EQUIPMENT
Washing Equipment, as outlined on the following pages,consists of information not only of the equipment itself,but also includes the data pertaining to pipes, capacities,water friction, etc., which is needed in putting the washingequipment into use.
141
TO F
IND
TH
E H
OR
SE
PO
WE
R R
EQ
UIR
ED
FO
R P
UM
PIN
G W
ATE
R
nI/.sbL2
daeHteeF
nI/.sbL2
daeHteeF
nI/.sbL2
daeHteeF
nI/.sbL2
daeHteeF
nI/.sbL2
daeHteeF
nI/.sbL2
daeHteeF
113.2
874.81
04
63.29
0118
9.352071
25.293
003
96.29
62
26.49
87.020
554.511
02170.772
081
16.514523
14.057
339.6
019
0.320
64
5.831
52126.8
820
910
9.834
053
31.80
84
42.951
36.43
0736.161
031
61.003
00287.16
4573
98.56
85
45.11
0281.6
40
827.4
810
4152.323
52215.915
004
85.229
658.31
5227.75
09
18.7020
514
3.64
30
5242.775
005
84.4
5117
61.610
372.9
6001
09.0
320
6134.9
63
57230.34
60001
00.80
32
A n
umbe
r of
fac
tors
invo
lved
in t
his
form
ula
will
be
cons
tant
for
all
prob
lem
s.W
eigh
t of
1 g
al. o
f w
ater
is 8
.33
poun
ds.
Tota
l hea
d in
feet
= s
uctio
n lif
t + d
isch
arge
hea
d +
fric
tion
head
3
3,00
0 fo
ot lb
s. p
er m
in. =
1 H
PTh
e m
echa
nica
l effi
cien
cy o
f rec
ipro
catin
g pu
mps
can
be
safe
ly e
stim
ated
at 5
0% to
75%
; tha
t of c
entri
fuga
l pum
ps a
t 40%
to 6
0%.
Exa
mpl
e: It
is d
esire
d to
pum
p 8
0 G
PM
thro
ugh
4 m
iles
of 2
1 /2"
pip
e ag
ains
t an
elev
atio
n of
90'
with
suc
tion
lift t
o 10
'(F
rom
Tab
le)
Fric
tion
for
80
GP
M th
roug
h 10
0' o
f 21 /
2" p
ipe
is 4
.66'
.4
mile
s ×
528
0 =
21,
120'
of 2
1 /2"
pip
e.
984
+ 9
0 +
10
= 1
,084
tot
al h
ead
in fe
et.
Sub
stitu
ting
know
n fa
ctor
s in
the
for
mul
a gi
ven,
we
have
:
Req
uire
d H
P =
Gal
s. p
er m
in. ×
wt.
of o
ne g
al. w
ater
× to
tal h
ead
in fe
et33
,000
× m
echa
nica
l effi
cien
cy o
f pum
p
21,1
20=
211
.2 ×
4.6
6 =
984
' fric
tion
loss
100
HP
=80
× 8
.33
× 1
,084
= 3
1.4
33,0
00 ×
.70
142
FRIC
TIO
N O
F W
ATE
R I
N P
IPE
S
.seziS
suoiraVfosepi
PleetS
ronorIthguor
WniteeF
001rep
daeHfo
ssoL
"111
/4"
11/2
""2
21/2
""3
"4"5
MP
GteeF
MP
GteeF
MP
GteeF
MP
GteeF
MP
GteeF
MP
GteeF
MP
GteeF
MP
GteeF
3277.0
424
3.001
928.041
354.00
482.1
0019
3.2001
426.00
816
06.0
4592.1
58
05.0
4135.1
028
68.0
05
49.1
02173.3
021778.0
022978.0
539.1
0177.1
024
9.242
02.10
627.2
041
15.40
5123.1
042
530.1
016
8.641
82.342
41.40
328.1
0736.3
061
18.5071
76.100
38
5.1
418.21
024
3.60
362.6
04
01.30
86
6.40
8182.7
00272.2
04
300.2
021.52
4229.8
43
29.70
576.4
09
28.5002
09.8
02227.2
004
27.2
426.53
03
6.310
497.01
06
95.6
00111.7
0227.01
042
12.30
44
62.3
03
6.45
43
2.714
49.21
076
8.8011
15.80
426.21
082
03.4
005
61.4
43
4.96
04
5.320
54.61
08
4.11021
00.010
829.61
003
98.4
055
89.4
04
0.594
42.82
06
2.320
92.41
041
5.3100
32.91
02315.5
006
88.5
05
0.63
073.13
0014.71
061
4.71023
0.020
43
91.60
5678.6
06
0.150
85.0
4011
9.020
819.12
04
38.42
004
74.8007
39.7
078.8
60
90.15
0217.42
0027.62
08
37.0
30
44
2.0100
822.01
0012.26
041
2.33022
2.2300
49.33
005
0.3100
99.21
143
FRIC
TIO
N O
F W
ATE
R I
N P
IPE
S (
Con
t.)"6
"8"01
"21"41
"61"81
"02M
PG
teeFM
PG
teeFM
PG
teeFM
PG
teeFM
PG
teeFM
PG
teeFM
PG
teeFM
PG
teeF00200
300
400
5
992.0
736.09
0.1 .16
6
006
00700
800
9
795.0
797.020.172.1
000,1002,100
4,100
6,1
005.0
307.00
49.0
12.1
000,1002,100
4,100
6,1
012.06
92.059
3.09
05.0
000,1002,100
5,1007,1
131.0581.0182.0553.0
008,1
000,200
5,2000,3
302.08
42.0773.0535.0
000,200
5,2000,300
5,3
931.0
112.0792.079
3.0
005,3
000,400
5,4000,5
232.08
92.0273.0554.0
006
00700
800
9
43.2
31.330.450.5
000,1002,100
4,100
5,1
65.1
02.259.273.3
008,1
000,2002,200
4,2
25.16
8.132.24
6.2
008,1
000,2002,200
4,2
636.0677.00
39.039
0.1
000,200
5,2000,300
5,3
384.0
837.04
0.10
4.1
005,3
006,3
000,400
5,4
817.0 —129.0
51.1
000,400
5,4000,500
5,5
115.09
36.0187.0 —
005,5
000,600
5,6000,7
—54
6.0 —26
8.00001001,1002,100
3,1
71.614.767.8
2.01
006,1
008,1
000,2002,2
28.397.46
8.520.7
006,2
008,2
000,3002,3
80.3
65.3
60.4
95.4
000,3002,300
4,300
6,3
86.1
09.1
31.273.2
000,400
5,4000,500
5,5
18.172.287.2 —
000,5002,500
6,5000,6
14.1 — —10.2
000,600
5,6000,7000,8
11.1 —9
4.139.1
005,7
000,800
5,8000,9
—11.1 —9
3.100
4,100
5,18.115.31
004,2
006,2
13.807.9
004,3
006,3
61.567.5
000,400
5,4000,5000,6
29.256.374.49
3.6
000,6000,7000,8000,9
59.323.50
9.607.8
000,7000,8000,9000,01
96.2
94.3
83.4
83.5
000,9000,01000,21000,41
24.279.212.49
6.5
000,01000,11000,21000,41
07.150.24
4.292.3
FRIC
TIO
N O
F W
ATE
R I
N 9
0° E
LBO
WS epi
Pthgiart
SteeF
foreb
muN
tnelaviuqE
sehcni,wobl
Efoezi
S1
11/4
11/2
221
/23
45
68
0121
4161
8102
Fepi
PthgiartSteeFtnelaviuqE
noitcir6
88
811
5161
8181
420
30
44
555
5607
144
EQ
UA
LIZ
ATIO
N O
F P
IPE
Slautc
AlanretnI
.aiD
46
3.0
22
6.0
42
8.0
94
0.1
08
3.1
01
6.1
760.
29
64.
28
60.
38
45.
36
20.
474
0.5
56
0.6
18
9.75
36.
94
95.11
-ehcS
elud
04
epi
p.ezis
1/4
1/2
3/4
11
1/4
11/2
22
1/2
33
1/2
45
68
01
21
1/4
11/2
8.3
13/4
82
1eht
tneserper
elbat
foy
dob
nin
wohsslare
muN
yticapacegrahcsid
agnivah
sepipllamsfo
rebmun
.retemai
dnevi
ga
foe
pip
egral
enoot
tnelaviuqe
14
17.
38.
11
11/4
82
76.
32
11
1/2
14
11
3.5
9.2
5.1
12
770
20
15.
57.
29.
11
21/2
02
11
36
18
3.4
9.2
6.1
13
60
24
57
25
17
57.
27.
11
31/2
792
878
31
21
17
9.3
5.2
4.1
14
704
701
35
92
51
01
3.5
4.3
0.2
4.1
15
61
78
81
39
15
62
719
65.
34.
28.
11
63311
792
741
08
04
82
51
95.
58.
38.
26.
11
81522
09
52
92
06
10
85
59
29
19.
01
6.75.
51.
30.
21
01
6793
24
01
61
52
82
24
179
25
33
91
31
01
6.5
5.3
8.1
12
10
4265
36
19
08
34
43
22
25
11
82
50
31
25
17.
85.
58.
24.
11
145
FLOW VELOCITY FOR STANDARD-WEIGHT PIPE
Fluid velocity in ft. per sec. for any flow in gal. per min. is founddirectly from chart. For example, 100 gal. per min. flowing instandard-weight 4 in. pipe has a velocity of 2.55 ft. per sec.
70006000
5000
4000
3000
2000
1000
800
600500
400
300
200
100
80
6050
40
3 /4"30
20
15
1 20.5 3 4 5 6 7 8 910 12
Velocity — Ft. per Sec.
Nom
inal
Pip
e S
ize
— In
ches
Flow
— G
allo
ns p
er M
inut
e
1"
11 /4"11 /2"
2"
21 /2"
3"
31 /2"4"
5"
6"
8"
10"
12"14"16" O
D
18" OD
20" OD
146
SUPER-SCRUBBERS
Designed to clean ore, stone, gravel and sand, TelsmithSuper-Scrubbers make dirty pits useable and will alsoupgrade some deposits by removing soft stone by attritioncrushing in the milling and cascading action of the materialand water. Telsmith Super-Scrubbers are made in foursizes. They are self-aligning, steel trunnion supported onflanged railroad type bearings and driven by a saddle drivechain. They are built in 96" and 120" diameters in 14'-0",17'-6" and 24'-6" lengths. The 120" is also built in a 32'-6"length for additional milling action. Capacities are 120 to1,000 TPH. For a full description and illustrations, refer toBulletin T-800.
147
SP
EC
IFIC
ATIO
NS
— C
APA
CIT
IES
— T
ELS
MIT
H S
UP
ER
-SC
RU
BB
ER
S
eziS"6'23×021
"6"42×021"6'71×021
"0'41×69
HPT,yticapaC
000,1—
006057
—522
057—
522014
—021
murD
retemaidretuo
…"021
"021"021
"69ssenkciht
…"1
3 /4"
3 /4"
5 /8"
reniLssenkciht
…3 /
4"5 /
8"5 /
8"5 /
8"ytitnauq
…081
041001
46le
mmortretu
Orete
maidretuo…
"021"021
"021"69
htgnel…
"27"55
"55"34
deriuqerrewoP
cirtcele…
PH
005P
H052
PH
002P
H001
.sbl,thgiewlatot
etamixorppA
evirdssel
…000,071
000,531055,101
006,85evird
htiw
…000,591
007,151006,011
006,46thgie
wlairetam
…005,66
006,15009,63
005,81thgie
wdaollluf
…005,162
003,302005,741
001,38MP
G,deriuqerretaW
0004—00020004—0002
0004—00020002—0001
.emit
noitnetersetuni
m5.3
otetuni
m1
nodesab
seiticapacgnihsa
weta
mixorppA:ET
ON
."8=
"69;"21=
"021:deefrofp
mulmu
mixaM
148
DEWATERING & CLASSIFYING TANKS
Used to recover sand from large volumes of water throughsettling, these units are indispensible in aggregate washingoperations. Telsmith Dewatering and Classifying Tanks arebuilt in 8' widths for average water flows in 20' to 32'lengths, 10' widths for greater capacity and water volumesin 24' to 40' lengths, and 12' × 48' size for maximumcapacity; these tanks are designed to separate the sandinto various particle sizes through the use of multipledischarge valves and multi-compartment flumes. Accuratespecification sands can be produced using these tanks.For full description and illustrations, refer to Bulletin T-800.
149
SP
EC
IFIC
ATIO
NS
— D
EW
ATE
RIN
G A
ND
CLA
SS
IFY
ING
TA
NK
S
knaTfoezi
S)dradnat
S(htdi
W'8)edi
W(htdi
W'01'21
elgniS
:)1ET
ON(teef,htgneL
0242
8223
4282
236
30
48
4
)1ET
ON(.xorppa,.sbl,daol
daeD
006,9
008,11
000,4100
3,61000,61
000,81000,12
000,42000,72
000,93
)1ET
ON(.xorppa,.sbl,daol
eviL000,16
000,3700
8,68
006,9
9000,521
000,541000,061
000,081000,002
000,072
:gnirevoceR
—M
PG,yticapac
retaW
)2ET
ON(
dnashse
M001
+00
3,200
8,2002,3
005,3
005,3
001,4007,4
003,5
009,5
001,8
)2ET
ON(
dnashse
M0
51+
002,100
4,100
6,100
8,100
8,1001,2
004,2
007,2000,3
002,4
)2ET
ON(
dnashse
M002
+007
008
009
059
059
001,10
52,100
4,10
55,10
51,2
snoitatsegrahcsidfo
rebmu
N6
78
97
89
0111
11 dnasepip
nwod
egrahcsid,dlofinam
dnasllectnerruc
gnisir,emulftcudorp
eerhtedulcni
sthgiew
etamixopp
A:1
ETO
N)reddal
rosriats(
ssecca,erutcurtstroppusedulcniton
odsthgie
weta
mixorppA.egdirb
knatdnuora
sliardnah.p
mupgnitalucricer
dnaetaide
mretnisuoirav
ehtfostnuo
mamrofinu
ylriaffognitsisnoc
noitadarga
htiw
dnasgnirevocer
snaem
sihT:2
ETO
Nhse
mrenif
ehtni
derevocerdnasfotnuo
maehT.ezis
hseM
002ro
051,001
dnaezis
poteht
neewteb
sezis.deldnah
gniebreta
wfotnuoma
ehtdna
dnasehtfo
ytimrofinu
dnanoitadarg
ehtot
gnidroccayravlli
wsezis
.snoitidnoclacolot
gnidroccaylbaredisnoc
yravya
mstluse
Relgnisfotaht
elbuodera
seiticapaC.
mednatni
detnuom
sknato
wtfotsisnocdna
elbaliavaera
sknatelbuo
D:3
ETO
N.yrotcaftlusnoc
erutcurtstroppuseht
htiw
sknatelbuodfo
sthgiew
roF.sknat
150
TABLE TO DETERMINE OVERFLOW INGALLONS PER MINUTE
from Sand Classifiers and Sand Tanks
fohtpeD”H“wolfrevO
etuniMrePsnollaGediW.tF1rieWrevO
3/8" 81/2" 31
5/8" 813/4" 32
7/8" 92"1 63
11/8" 3411/4" 05
13/8" 8511/2" 66
15/8" 4713/4" 28
17/8" 19"2 001
21/8" 01121/4" 021
23/8" 03121/2" 041
25/8" 05123/4" 061
27/8" 071"3 081
To determine the GPM of water in the overflow of a sand classifieror sand tank, take measurement “H” in inches at a point severalinches back from the crest. For example, if the water is about 2"deep at the crest, take a measurement about 6" to 8" back fromthe crest and from the surface of the water down to the horizontalline “A-A” securing depth of overflow “H”. Using table, determiningGPM for weir 1 ft. wide and multiply this by width of overflow in feet.
CREST OFCLASSIFIER OVERFLOW
OVERFLOW WATER FLUME
"A""H""A"
4 H
151
CYCLONE CLASSIFIERS
These fine sand reclaiming units have no moving parts. Theyoperate on the principle of centrifugal force. This force, introducedby the slurry in-flow separates the coarser fractions from the non-desired fines. They normally separate at the 150 mesh size range.In operations where minus 30 mesh sand is in short supply theycan significantly increase plant capacity of specification materials.For a full description, refer to Bulletin T-800.
152
SAND RECOVERY WITH THE TELSMITH CYCLONE
The Telsmith Cyclone recovers fine sand in the 30-200 meshsize range to increase sand recovery capacity and restores thosefine sizes needed to meet present day sand specifications. Thispremium sand, formerly discharged into water settling basinswhere frequent removal is necessary, becomes a source of incomerather than an expense.
FAST PARTICLE AND FLUID DISTRIBUTION
A three-way flow speeds particle separation. Powerful entry flowsets up secondary flows in the feed and cone sections to movewaste upward through the vortex and out the top overflow. Theboundary wall flow, through centrifugal force releases recoverysand through bottom discharge valve.
distrubutionand secondary
flow effect
particle path
full particledistribution
feed chamberparticle distribution
entry flow
secondary flow
boundry wallflow
fluid flow
153
WAT
ER
CA
PAC
ITY
— 2
4" T
ELS
MIT
H C
YCLO
NE
— S
T &
RL
gnitarepO
daeH
swolF.xa
Mdetcepx
EredniF
xetroV"5/
ws
wolF.xaM
detcepxE
redniFxetroV
"8/w
swolF.xa
Mdetcepx
EredniF
xetroV"01/
w)2
ETO
N()3
ETO
N()4
ETO
N()4
ETO
N()4
ETO
N(.tf
ispmpg
pmup
mpgp
mupmpg
pmup
05
220
585
ETO
N0021
5ET
ON
0541
5ET
ON
)6ET
ON(
sevlaVxep
A11
/ 2rete
maiD
"3ot
"rete
maiD
"3ot
"2rete
maiD
"4ot
"2:
SN
OITACIFI
CE
PS
.1ET
ON
sireifissalc
dnasruoy
morfgni
wolfrevoreta
wehtfI
morfwolfrevofotrap,n
wohsmpg
ehtfop
mupa
ylppusottneiciffusni
enolcycdna
pmup
ehturht
detalucricereb
yam
enolcychti
msleTeht
ehtfodaeha
pmus
afongised
reporpehT.noitarepo
reporpevig
otdehsinruf
eblliw
pmus
adliub
otatad
ehtdnatnatrop
misi
pmup
tuobatanoitacifissalc
gnikam
nodesab
sielbat
niata
D.tseuqernopu
.dnasdnatlis
neewteb
enilgnidivid
detpeccayllareneg
eht,hsem
002.2
ETO
Neht
hguorhtpord
erusserpeht
sidaeh
gnitarepoehT
morfteefni
ecnatsid(daehlacitrev
ehtddatsu
muoy
sihtoT.enolcyc
)enolcycehtfo
enilretneceht
otp
museht
nireta
wehtfo
ecafruseht
dnaepip
ehtni
noitcirfot
eudteefni
ssoldaeh
detamitse
ehtdna
sulpdaehlacitrev
sulpdaeh
gnitarepo(daehlatot
ehtes
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D
154
FINE MATERIAL WASHERS
Fine Material Washers are used to separate water and siltfrom sand while dewatering the sand. Sand dischargedfrom a Fine Material Washer is dry enough to carry on abelt conveyor to storage. These units are built in singleand twin screw units with a large settling area for bestsalvage of fine sands. Available in spiral diameters of 24" to66" and spiral lengths of 25'-0" to 35'-0". For moreinformation, see Bulletin ATP K-Sand-01.
155
CA
PAC
ITY
— F
INE
MAT
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05 73 52
21
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23 4261 8
71/2 5 5 3
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.tcudorpehtfo
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ayb
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*
156
COARSE MATERIAL WASHERS
Coarse Material Washers are used to wash coarse sand orcrushed stone and gravel with a maximum size of 21/2" andto dewater the cleaned material sufficiently so it can beconveyed to storage. They are also used, in someinstallations to assist with the removal of lignite, mica, bark,leaves and trash. They are manufactured in single and doublespiral configurations with spiral diameters of 24" to 48" andtank lengths of 15'-0" to 23'-3". For more information, seeBulletin ATP K-Sand-01.
157
SP
EC
IFIC
ATIO
NS
– C
APA
CIT
IES
— C
OA
RS
E M
ATE
RIA
L W
AS
HE
RS
laripS
retemai
DknaThtgneL
laripS
MP
R
laripS
elgniS
laripS
niwT
PH
.sbl—.t
WH
PT—
yticapaC
PH
.sbl—.t
WH
PT—
yticapaC
"42"0-'51
04
51002,6
57—0
6"42
nielbaliav
AtoNledo
MlaripS
niwT
"63
"3-'910
352
004,01
571—0
5152
—2000,81
053
—003
"84
"3-'3222
04
006,51
052
—0020
4—2
029,7200
5—00
4
158
LOG WASHERS
Log washers consist of a variably inclined tub with twocounter-rotating “logs”. Each log has four (4) rows ofpaddles which overlap (log-to-log) to create the scrubbingaction required. The primary purpose of the log washer isto remove tough, plastic soluble clays from natural andcrushed gravel, crushed stone and ore feeds. It will alsoremove coatings from individual particles, break upagglomerations, and reduce some soft fractions by a mildform of differential grinding. Log washers are available insizes of 24", 36" and 48" diameter sizes. For moreinformation, see Bulletin ATP K-Sand-01.
159
LOG
WA
SH
ER
CA
PAC
ITIE
S &
SP
EC
IFIC
ATIO
NS
eziS
'81×'42
'03
×'63
'03
×'84
'53×'8
4
daoLdae
D.xorppa.sbL
005,21
000,43
005,74
000,35
daoLeviL
.xorppa.sbL00
5,02000,57
000,09
005,59
rotoM
PH
04
0010
51002
deepStfah
SM
PR
5433
8282
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yticapaC
HPT
06–52
521–58522–521
522–521
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deeF+
pyT3 /
8""3
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"5
stnemeriuqe
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WM
PG
052–52
005–0
500
8–00100
8–001
160
BELT CONVEYORS
Belt Conveyors are available in a complete range of typesand sizes to suit every material handling requirement.Standard and specially engineered units and variouscombinations of both, permit engineers to select the systembest suited to a particular job from the industries broadselection of conveyor components and accessories.
Every component is backed by more than a half century ofexperience in the design and manufacture of materialshandling equipment.
By purchasing both materials handling and processingequipment from the same manufacturer, the buyer isassured of greatest efficiency and economy from single-source responsibility for design, manufacture, erection andproper operation of the entire plant. The resulting balanceddesign eliminates bottlenecks and assures peak capacityand efficiency from every unit in the system.
161
BE
LT C
ON
VE
YOR
TO
NN
AG
E C
HA
RT
ebnac
hcihw,deepstleb
ehtwonk
otyrassecen
sitiroyevnoctleb
gnitsixena
nodeldnah
gniebegannot
ehteni
mretedoT
morfdevo
merebtsu
mlairetamfotnuo
maniatrec
a,nwonk
sideepstleb
ehtretf
A.541egap
noelbat
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denimreted
fohtgnel
rofelbat
eeS.tleb
ehtnolaireta
mfodnuop
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detneserpersi
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hcaE.dehgie
wdnatleb
eht.dehgie
web
ottlebnolaireta
m
.niM.re
P.tF—
deepStle
B002
5220
52572
003
5230
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5240
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lairetaMfo
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We
BoT
"0-'6"9-'6
"6-'7"3-'8
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"6-'01"3-'11
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"0-'51
ebot
tlebeht
nolairetam
fohtgnel
ehtdnif
ew,elbat
otgnirrefe
R.M
PF003
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PM
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sihtgni
mussA.hgie
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skram
neewteblaireta
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no"0-'9
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M."0-'9si
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:ET
ON
01-'6='09.6
=30.
×M
PF032.teef
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wtluser
ehT.30.yb
MPF
3 /4"
162
LEN
GTH
OF
BE
LT R
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FO
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BE
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Bnevi
GshtgneL
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AE
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wercS
pu-ekaTlatnoziro
Hpu-ekaT
ytivarG
pu-ekaTytivar
GlacitreVevir
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Wetaide
mretnI
retemai
Ddae
Hyellu
P
retemai
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PliaT
artxE
tleB
htgneL
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htgneL
retemai
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P
retemai
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Bsyellu
P
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retemai
Ddae
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P
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15.3
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163
fo.aiDyelluP
yelluP-mucriC
ecneref
ETUNIMREPTEEFNISDEEPSTLEB
001 051 002 052 003 053 004 054 005
ETUNIMREPSNOITULOVERYELLUP
"21 41.3 ' 8.13 7.74 7.36 6.97 6.59
"41 76.3 ' 2.72 8.04 5.45 2.86 7.18
"61 81.4 ' 9.32 8.53 8.74 8.95 8.17
"81 '27.4 2.12 8.13 4.24 0.35 6.36 2.47
"02 '42.5 1.91 6.82 2.83 7.74 2.75 8.66 4.67
42 " '82.6 0.61 9.32 9.13 8.93 8.74 7.55 7.36 7.17 7.97
62 " '08.6 7.41 0.22 4.92 7.63 2.44 5.15 8.85 2.66 5.37
"82 '23.7 7.31 5.02 3.72 2.43 0.14 8.74 7.45 5.16 3.86
"03 '58.7 7.21 1.91 5.52 8.13 2.83 6.44 0.15 3.75 7.36
"23 73.8 ' 9.11 9.71 9.32 8.92 8.53 8.14 7.74 7.35 7.95
"63 '24.9 6.01 9.51 2.12 5.62 8.13 2.73 5.24 8.74 0.35
"04 '74.01 3.41 1.91 9.32 6.82 4.33 2.83 0.34 7.74
"24 '00.11 6.31 2.81 7.22 3.72 8.13 4.63 8.04 4.54
"44 '05.11 0.31 4.71 7.12 1.62 4.03 8.43 1.93 5.34
"84 '65.21 0.21 9.51 9.91 9.32 8.72 9.13 8.53 8.93
"25 '06.31 7.41 4.81 0.22 7.52 4.92 1.33 8.63
"45 '51.41 1.41 6.71 2.12 7.42 3.82 8.13 3.53
"06 '07.51 7.21 9.51 1.91 3.22 4.52 6.82 8.13
yellupnehwetunimrepteefnideepstlebenimretedoTsehcniniretemaidyellupylpitlum,nwonkeraMPRdnaretemaid
.262.×MPR×retemaid"42anehwdeepstlebroyevnocenimreteD:elpmaxE
MPF413=262.×05×"42.MPR05tasnrutyellupmorfdeviredtnatsnocasi262.:ETON
CONVEYOR BELT SPEEDS —PULLEY REVOLUTIONS PER MINUTE
= 3.1416 = .26212 12
164
× wt./ft.3
100
× fpm100
tleBhtdiW
hguorTnielgnAseergeD
YTICAPACTLEBMUMIXAMHPTNI 1
lairetaMmumixaMeziS
elgnAegrahcruS 2mrofinU
eziS
dexiM%05htiW
seniF 3°5 °01 °02 °52 °03
"81°02 — — 05 65 36 4" 4"
53 ° dednemmocertoN54 ° dednemmocertoN
"42°02 — — 69 801 021 5" 7"
53 ° — 201 221 231 241 21/2" 31/2"54 ° 601 511 231 041 071 21/2" 31/2"
"03°02 — — 751 571 591 6" 01 "
53 ° — 761 002 512 232 3" 5"54 ° 571 781 512 032 442 3" 5"
"63°02 — — 032 062 092 7" 21 "
53 ° — 842 592 813 343 31/2" 6"54 ° 852 872 813 043 063 31/2" 6"
"24°02 — — 023 063 004 8" 41 "
53 ° — 443 804 244 574 4" 7"54 ° 853 683 044 074 005 4" 7"
"84°02 — — 034 084 035 01 " 61 "
53 ° — 754 045 546 036 5" 8"54 ° 574 015 485 326 066 5" 8"
"45°02 — — 745 216 876 11 " 81 "
53 ° — 585 396 057 608 51/2" 9"54 ° 806 556 847 797 548 51/2" 9"
"06°02 — — 086 267 448 21 " 02 "
53 ° — 037 368 339 0001 6" 01 "54 ° 857 518 039 299 0501 6" 01 "
MAXIMUM BELT CAPACITIES
1 All capacities shown are for material weighing 100 lbs.per ft.3 and moving on belt at 100 fpm. For other weights,capacity equals table capacity
For other belt speeds, capacity equals table capacity(or calculated capacity)
2 The surcharge angle is the angleformed between a horizontal line and aline tangent to the material’s slope,both of which lines pass through thepoint where the slope meets the belt.Usually the surcharge angle is 10°-15°less than the angle of repose. Seesketch at right.
3 “Mixed with 50% fines” means at least half of the material must beless than one-half the maximum material size.
SURCHANGE ANGLE
TANGENT AT BELT
HORIZONTALSLOPEx
BELTMATERIAL
165
MA
XIM
UM
RE
CO
MM
EN
DE
D B
ELT
SP
EE
DS
LAI
RETA
MM
PFNI
DE
EP
STL
EB
htdiWtle
B
scitsiretcarahC
elpmax
E"81
"42"0
3"6
3"24
"84
"45
"06
.xaM
erA
spmuL
eziS
dednem
moceR
1
evisarbA-no
Nhtra
E,laoC
053
004
054
005
055
006
006
006
evisarbA-i
meS
levarG
003
053
004
054
005
055
055
055
evisarbA
ylhgiH
erO,enot
S0
5200
30
5300
40
5400
500
500
5
erA
spmuL
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054
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055
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056
0070
57
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meS
levarG
053
004
054
005
055
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056
007
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erO,enot
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30
5300
40
5400
50
5500
60
56
ralunarG
1 /8
—"1 /
2"spih
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S00
400
500
6007
008
009
009
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sredwo
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003-002
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1”ezi
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mumixa
M“,641
egap,elbaTee
S
166
CHART OF INCLINED CONVEYORS28
227
626
425
224
022
821
620
419
218
016
815
614
413
212
010
89
68
472
60
48
36
24
12
915
2127
333
945
5157
636
975
8187
939
9 10511
1 11712
3 12913
5 14114
7 15315
9 16517
1 17718
3 18919
5 20120
7 21321
9 22523
1 23724
3 249
0
144
138
132
126
120
114
108
102
96
90
84 78
RISE IN FEET
DIS
TAN
CE
BET
WEE
N C
ENTE
RS
ON
INC
LIN
E IN
FEE
T (C
URV
ED L
INES
)
72 66
60
54
48 42 36
30 24 18 12 6
270
258
246
234
222
210
198
186
174
162
150
126
114
138
102
90
786
65
442
30
18
DIS
TAN
CE
BET
WEE
N C
ENTE
RS
ON
INC
LIN
E IN
FEE
T (C
URV
ED L
INES
)
3'-0
"
T.U.
RIS
E
HO
RIZ
ON
TAL
DIS
TAN
CE
BE
TWE
EN
CE
NTE
RS
HO
RIZ
ON
TAL
DIS
TAN
CE
BE
TWE
EN
CE
NTE
RS
IN F
EE
T
30º 25
º
20º
15º
10º
5º
167
seergeD
niesiRsehcnI
tooFrep)lamiced(
esiRfotnecreP001repteeFnilatnoziroHteeF
niesiRsehcnI
tooFrep
seergeDsetuniMdna
1 012. 5547.1 1/4" —°1 '112 914. 4294.3 1/2" —°2 '323 926. 7042.5 3/4" 3 —° '534 938. 6299.6 "1 4 —° '645 050.1 9847.8 11/4" 5 —° '656 162.1 0015.01 11/2" 7 —° '77 374.1 872.21 13/4" 8 —° '818 686.1 450.41 "2 9 —° '829 109.1 838.51 21/4" 01 —° '7301 611.2 336.71 21/2" 11 —° '6411 333.2 834.91 23/4" 21 —° '4521 155.2 652.12 "3 41 —° '231 077.2 780.32 31/4" 51 —° '941 299.2 339.42 31/2" 61 —° '5151 512.3 597.62 33/4" 71 —° '1261 144.3 576.82 "4 81 —° '6271 966.3 375.03 41/4" 91 —° '0381 009.3 294.23 41/2" 02 —° '3391 231.4 334.43 43/4" 12 —° '6302 863.4 793.63 "5 22 —° '7312 606.4 683.83 51/4" —°32 '8322 848.4 304.04 51/2" 42 —° '7332 490.5 844.24 53/4" 52 —° '6342 343.5 325.44 "6 62 —° '4352 695.5 136.64 61/4" 72 —° '1362 358.5 377.84 61/2" —°82 '7272 411.6 359.05 63/4" 92 —° '2282 183.6 171.35 "7 —°03 '6192 256.6 134.55 71/4" 13 —° '803 829.6 537.75 71/2" 23 —°13 012.7 680.06 73/4" 23 —° '1523 894.7 784.26 "8 33 —° '1433 397.7 149.46 81/4" —°43 '0343 490.8 154.76 81/2" 53 —° '9153 304.8 120.07 83/4" —°63 '5
MEASURE OF ANGLES
168
HO
RS
EP
OW
ER
RE
QU
IRE
D F
OR
BE
LT C
ON
VE
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S)sreldI
gniraeB
noitcirF-itnA
htiW(
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169
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170
SELECTING IDLERSNUMBER OF IDLERS REQUIRED
To determine the number of troughing idlers required for aconveyor, follow this formula: Divide the length of the conveyor(in feet) by the idler spacing (in feet — see Table below), andsubtract one. Then add two idlers for each loading point. Fortail-loading points, mount one flat idler at the back of the loadinghopper to prevent spillage.
For return idlers, divide the length of the conveyor (in feet) bythe return idler spacing (in feet — see Table below), and subtractone.
Example: Determine the number of troughing and returnidlers required for the following conveyor:30" width × 402'-0" centersRecommended idler spacing — 4'-0"One loading point, at conveyor tail endNumber of Troughing Idlers:
103 Troughing Idlers:
Number of Return Idlers:
tleBhtdiW
GNICAPSLAMRONDETSEGGUS
sreldIgnihguorT
nruteRsreldI
.tF/.sbLnilairetaMfothgieW 3
03 05 57 001 051 002
"81 "6-'5 "0-'5 "0-'5 "0-'5 "6-'4 "6-'4 "0-'01
"42 "0-'5 "6-'4 "6-'4 "0-'4 "0-'4 "0-'4 "0-'01
"03 "0-'5 "6-'4 "6-'4 "0-'4 "0-'4 "0-'4 "0-'01
"63 "0-'5 "6-'4 "0-'4 "0-'4 "6-'3 "6-'3 "0-'01
"24 "6-'4 "6-'4 "0-'4 "6-'3 "0-'3 "0-'3 "0-'01
"84 "6-'4 "0-'4 "0-'4 "6-'3 "0-'3 "0-'3 "0-'01
"45 "6-'4 "0-'4 "6-'3 "6-'3 "0-'3 "0-'3 "0-'01
"06 "0-'4 "0-'4 "6-'3 "0-'3 "0-'3 "0-'3 "0-'01
IDLER SPACING
402 + 2 = 102.54
402 – 1 = 3910
171
CONICAL STOCKPILE VOLUMES
THGIEH SUIDAR RETEMIREPLATOT.SDY( 3)
LATOTSNOT
EVIL.SDY
EVILSNOT
01 ' "3-'31 .sdy82 86 29 71 32
'51 "11-'91 .sdy24 032 013 85 87
'02 "6-'62 .sdy65 645 737 731 581
52 ' "2-'33 .sdy96 760,1 144,1 762 063
'03 "9-'93 .sdy38 448,1 984,2 264 326
'53 "5-'64 .sdy79 829,2 359,3 337 099
04 ' "1-'35 .sdy111 173,4 109,5 490,1 774,1
'54 "9-'95 .sdy521 422,6 204,8 855,1 401,2
'05 "4-'66 .sdy931 835,8 625,11 831,2 688,2
55 ' "0-'37 .sdy351 363,11 143,51 548,2 148,3
'06 "6-'97 .sdy761 357,41 619,91 496,3 689,4
'56 "3-'68 .sdy181 757,81 123,52 696,4 043,6
07 ' "01-'29 .sdy591 724,32 626,13 568,5 819,7
'57 "6-'99 .sdy802 418,82 898,83 412,7 937,9
'08 "2-'601 .sdy222 079,43 802,74 557,8 028,11
58 ' "9-'211 .sdy632 449,14 526,65 205,01 771,41
'09 "5-'911 .sdy052 097,94 712,66 664,21 928,61
'59 "1-'621 .sdy462 955,85 450,97 166,41 397,91
001 ' "8-'231 .sdy872 003,86 502,29 001,71 580,32
.ylnoetamixorppaseiticapacevobA
LIVE STORAGE
STORAGEDEAD
HEIGHT "h"
DIAMETER "D"
RADIUS "R"
ANGLE OF REPOSE = 37˚
THEORETICAL TOTAL VOLUME (Yds.3) = .0097 × hD2 = .0388 × hR2
LIVE STORAGE = .0097 hR2
172
LENGTH HEIGHT
THISEQUALS
THIS FIGURE 2
VOLUME OF ELONGATED OR TENT-SHAPEDSTOCKPILES
Determining the volume of an elongated stockpile becomesreadily apparent by separating the pile into its two basic forms,a conical pile and a prism-shaped pile. (See Figure 2.) From thechart on Page 171, find the volume and dimensions of theconical pile which is equivalent to the two ends, and to this addthe volume of the prism-shaped center section.
EXAMPLE
An area 120' wide and 415' long is available for an elongatedstockpile. What volume can be stockpiled if the material has a37° angle of repose?
1. From the chart, we find the conical pile in the precedingexample is equivalent to the ends of this tent-shapedpile and, therefore, the volume is 6224 yds3.
2. Subtract width of the conical pile from overall pilelength to determine the length of prism-shaped section.
3. Find the volume of prism by:
4. Since there are 27 ft3 per yd3, divide:
5. Add the volume of ends and prism:
420–120
= 300
W = LENGTH×WIDTH×HEIGHT=
300 ft.×120 ft.×45ft.= 720,000 ft3
2 2
720,000 ft3 = 26,677 yd3 (Prism volume)27 ft3/yd3
26,667 yd3
6,224= 32,891 yds3 (Total Volume)
173
VOLU
ME
S O
F K
IDN
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SH
AP
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WIN
DR
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DR
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52'
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05
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5241.2
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92.497.5
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51.7161.32
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06
51.559.6
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25.2656
75.535.7
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39.610
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34
8.43
30.7471.0
537.76
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32.8110.42
24.2325.73
56.05
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8.7551.87
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09
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42.84
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6.7219
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6159
33.8147.42
85.23
99.34
29.05
47.86
27.378
9.89
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92.914
0.620
3.43
13.64
06.35
63.27
81.7791.4
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28.14112.731
42.581501
10.63
26.84
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29.841
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71.642
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65.511
10.651
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30.1919
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01.3610
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27.991
26.962
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8.233021
23.46
38.68
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91.0716
6.461
92.2220
4.802
43.182
82.75233.733
52100.76
54.09
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82.77125.171
55.1328
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8.163
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86.9
670.4
94
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4.53175.6
3173.4
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3.87128.0
4277.522
87.40
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82.673531
63.27
96.79
02.401
76.041
38.14174.191
42.58182.0
5254.4
3215.613
44.9
8257.0
93
041
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8.5418
0.7416
5.891
10.2914
3.952
31.34232.823
61.003
22.504
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90.151
33.25156.502
79.891
06.8
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59.933
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96.914
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68.772
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6276.153
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To d
eter
min
e th
e to
tal v
olum
e of
a k
idne
y sh
aped
sto
ckpi
le, u
tiliz
e th
e fo
llow
ing
form
ula:
V=
Vol
ume
in Y
ds. o
r To
ns =
(V
1 ×
D)
+ V
2V
1=
Vol
ume
in 1
° of
Arc
D=
Deg
rees
of A
rcV
2=
Vol
ume
of E
nds
(See
Con
ical
Sto
ckpi
le C
hart
)
Exa
mpl
e: 3
0' H
igh
Pile
, 12
0' R
adiu
s, 9
0°
Arc
V =
(9
2.6
2 ×
90
) +
18
44
= 1
0,1
79.8
yd3
Als
o V
= (
12
5.0
4 ×
90
) +
24
89
= 1
3,7
42
.6 T
ons
DR
V2 2
V2 2
174
NOTES:
175
MATERIALS
This section of the Telsmith Mineral Processing Handbookcontains data pertaining to rock and mineral identification,hardness, testing and other lists and charts as they relateto the mining and aggregate industries.
176
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181
AGGREGATE is made up of inert material such as sand andgravel, crushed stone or slag, which when bound together into aconglomerated mass by a matrix forms concretes, mortars, plasterand mastics such as black top or macadam roads and asphaltroad surfaces.
SAND is a finer granular material (usually lass than 1/4" india.) resulting from the natural disintegration of rock or from thecrushing of friable sandstone rock or other suitable rocks.
GRAVEL is a coarse granular material (usually larger than 1/4" india.) resulting from the natural erosion and disintegration of rock.
CRUSHED GRAVEL is the product resulting from the artificialcrushing of gravel with most all fragments having at least oneface resulting from fracture.
CRUSHED STONE is the product resulting from the artificialcrushing of rocks, boulders or large cobblestones with thefragments having all faces resulting from the crushing operation.
ROCK, from which crushed stone, sand and gravel are madeand the rock most suitable for making good aggregates is formedall over the world. See page 188 for the various kinds of rocksand their physical properties.
SLAG is the air-cooled, non-metallic by-product of a blastfurnace operation consisting essentially of silicates and alumina-sil icates of l ime and other bases which is developedsimultaneously with iron in a blast furnace. Naturally, it is onlyavailable in those localities where pig iron is produced. Crushedslag weighs about 80 lbs. per ft3.
The value of rock for road building depends largely upon theextent to which it will resist the destructive influences of trafficand the weather. The most important physical properties arehardness, toughness and soundness. Hardness is the resistancewhich the rock offers to the displacement of its surface particlesby abrasion, toughness is the resistance which it offers to fractureunder impact, and soundness is the resistance offered to theeffects of weathering. The hardness of a rock is determined bythe Los Angeles Abrasion test, the Dorry hardness test and theDeval Abrasion test. The abrasion tests are also a measure of thetoughness of rock and supplement in this respect the impact testfor toughness.
If the rock, sand and gravel or other material which theaggregate producer proposes to process, passes all of therequired State Highway Department tests satisfactorily, and isavailable in sufficient quantity to warrant the installation of a quarryor gravel plant, this aggregate producers data book gives up-to-date information on the size and type of equipment most generallyused for crushing, screening and processing. Be sure to consultyour State Highway Department for aggregate specifications.
AGGREGATE, GENERAL INFORMATION
182
STANDARD DESCRIPTIVE NOMENCLATURE OFCONSTITUENTS OF NATURAL MINERAL
AGGREGATESThe purpose of this nomenclature is to provide brief, useful and accurate
descriptions of some of the more common or more important naturalmaterials found as constituents of mineral aggregates. These descriptionsare for minerals and rocks as they occur in nature only, and do not includeblast-furnace slag or lightweight aggregates which are prepared by thealteration of the structure of a natural material. The descriptions have beenprepared to provide a basis for understanding these terms when they areused to designate aggregate constituents. It should be emphasized thatmany of the materials described frequently occur in particles that do notdisplay all of the characteristics given in the descriptions and that most ofthese materials grade from varieties meeting one description to varietiesmeeting another, with all intermediate stages being found.
These descriptions are not adequate to permit the identification ofmaterials, since the accurate identification of the natural constituents ofmineral aggregates can, in many cases, only be made by a qualifiedgeologist, mineralogist or petrographer using the apparatus and proceduresof these sciences. Reference to these descriptions may, however, serve toindicate or prevent gross errors in identification. Identification of theconstituent materials in a mineral aggregate may assist in recognizing itsproperties, but identification alone, however accurately it may beaccomplished, cannot provide a basis for predicting the behavior ofaggregates in service. Mineral aggregates composed of constituents ofany type or combination of types may perform well or poorly in servicedepending upon the exposure to which they are subjected, the physicaland chemical properties of the matrix in which they are embedded, theirphysical condition at the time they are used, and upon other factors.
The natural materials found as constituents of mineral aggregates are,for the most part, particles of rocks and minerals. Rocks are classifiedaccording to origin into three major groups: igneous, sedimentary andmetamorphic; and are subdivided into types according to mineral andchemical composition, texture and structure. Most rock particles arecomposed of mineral grains of more than one type. However, in somecases, a rock may be composed of grains of only one mineral. Certainexamples of the rock quartzite are composed exclusively of the mineralquartz. The particles composing the finer sizes of many sands frequentlyconsist of individual mineral grains. Descriptions are, therefore, given notonly of rock types but also of minerals.Silica Minerals
1. (a) QUARTZ — Quartz is a hard mineral (will scratch glass and not bescratched by a knife) composed wholly of silica (silicon dioxide). Whenpure it is colorless with a glassy (vitreous) luster and a shell-like (conchoidal)fracture. It lacks a visible cleavage, and, when present in massive rockssuch as granite, it usually has no characteristic shape.
(b) OPAL — Opal is a hydrous form of silica which occurs as anamorphous mineral and, therefore, is without characteristic external shapeor internal crystalline arrangement. It has variable water content rangingfrom 2% to 10%. The specific gravity and hardness are always less thanthose of quartz. The color is variable and the luster is resinous to glassy. Itis usually found in sedimentary rocks and is the principal constituent ofdiatomite, but it is also found as a secondary material filling cavities andfissures in igneous rocks. It is of particular importance as a constituent ofmineral aggregates because of its reactivity with the alkalies in portlandcement.
183
(c) CHALCEDONY — Chalcedony has been considered both as adistinct mineral and as a variety of quartz. It is now generally believed to becomposed of a submicroscopic mixture of fibrous quartz with a smallerbut variable amount of opal. The properties of chalcedony are intermediatebetween those of opal and quartz, from which it can be distinguished onlyby laboratory tests. It frequently occurs as a constituent of the rock chertand is reactive with the alkalies in portland cement.
(d) TRIDYMITE AND CRISTOBALITE — These minerals are crystallineforms of silica which are sometimes found in volcanic igneous rocks. Theyare metastable at ordinary temperatures and pressures. Unless they occurin well-shaped crystals, they can only be distinguished from quartz bylaboratory tests. They are rare minerals and are included here only becauseof their reactivity with cement alkalies.Feldspars
2. The minerals of the feldspar group are the most abundant rock-formingminerals. Since all feldspars have good cleavage in two directions, particlesof feldspar usually show several smooth surfaces. Frequently, the smoothcleavage surfaces show fine parallel lines. All feldspars are softer than,and can be scratched by, quartz. The various members of the group aredifferentiated by chemical composition and crystallographic properties.The potash feldspars orthoclase, sanidine and microcline are silicates ofaluminum and potassium, and are frequently referred to as the “potash” orpotassium feldspars. The plagioclase feldspars include those that aresilicates of aluminum and sodium, aluminum and calcium, or aluminum andboth sodium and calcium. This group is frequently referred to as the “soda-lime” group and includes a continuous series, of varying chemicalcomposition, from albite, the aluminum-sodium feldspar, to anorthite, thealuminum-calcium feldspar, with intermediate members of the seriesdesignated oligoclase, andesine, labradorite and bytownite. Feldsparscontaining potassium or sodium occur typically in granite and rhyolitic rocks,whereas those of higher calcium content are found in rocks of lower silicacontent such as diorite, gabbro, andesite and basalt.Micaceous Minerals
3. The micaceous minerals characteristically have a perfect cleavage.Particles of such minerals can, therefore, usually be split into extremelythin flakes. The true micas are usually colorless or light green (muscovite);or dark green, dark brown, to black (biotite), and have elastic flakes. Thegreen micaceous material often found in schists usually represents mineralsof the chlorite group which may be distinguished from the micas becausethey form comparatively nonelastic flakes.Carbonate Minerals
4. The most common carbonate mineral is calcite (calcium carbonate).The mineral dolomite consists of calcium carbonate and magnesiumcarbonate in equivalent chemical amounts, which are 54.27% and 45.73%by weight, respectively. Both calcite and dolomite are relatively soft, thehardness of calcite being 3 and that of dolomite 31/2 to 4 on the Mohsscale, and are readily scratched by a knife blade. They have rhombohedralcleavage which results in their breaking into fragments with smoothparallelogram-shaped sides. Calcite is soluble with effervescence in colddilute hydrochloric acid; dolomite is soluble with effervescence only if theacid or the sample is heated or if the sample is pulverized.Ferromagnesian Minerals
5. The various types of igneous rocks contain characteristic dark greento black minerals. These are generally silicates of iron or magnesium, orboth, and include the minerals of the amphibole and pyroxene groups. Themost common amphibole is hornblende; the most common pyroxene isaugite. Black mica, biotite, may also be considered as a ferromagnesianmineral. Amphiboles, pyroxenes, and biotite may also be found in marble.
184
Olivine, usually olive-green in color, is a characteristic mineral of igneousrocks of very low silica content.Clay Minerals
6. The term “clay” refers to a rock or other natural material composedof particles of a specific size range, and containing appreciable quantitiesof clay minerals (hydrosilicates of aluminum, or magnesium, or both). Clayminerals generally are formed by the alteration of feldspars, other silicateminerals, and volcanic glass. Most particles consisting of clay mineralsare soft and porous, and some clay minerals of the montmorillonite andillite (hydromica) groups (swelling clays) undergo large volume changewith wetting and drying. Clay minerals are found in seams and pockets oflimestones, disseminated through limestones and other sedimentary rocksin weathered igneous rocks and are important constituents of shales.Sulfides
7. Many sulfide minerals are important ores of metals, but only pyriteand marcasite, both sulfides of iron, are frequently found in mineralaggregates. Pyrite is found in igneous, sedimentary, and metamorphicrocks; marcasite is much less common and is found mainly in sedimentaryrocks. Pyrite is brass yellow in color and has a metallic luster; marcasite isalso metallic but lighter in color. Pyrite is often found in cubic crystals.Marcasite often oxidizes with the liberation of sulfuric acid and formationof iron oxides and hydroxides and, to a much lesser extent, sulfates; pyritedoes so less readily. Both minerals are known as “fool’s gold.”Iron Oxides
8. The common iron oxide minerals may be grouped in three classes:(1) Black, magnetic: magnetite; (2) Red or reddish when powdered:
hematite; (3) Brown or yellowish: limonite. Magnetite is an importantaccessory mineral in many dark igneous rocks. Limonite is a term appliedloosely to a variety of brown or yellowish minerals, some of which arehydrous and include the iron minerals in many ferruginous sandstones,shales, and clay ironstones.Zeolites:
9. The zeolite minerals comprise a large group of soft, hydrous silicatesusually white or light colored, formed as a secondary filling in cavities orfissures in rocks. Some zeolites, particularly laumontite, natrolite, andheulandite, are reported to have produced deleterious effects in concrete,the latter two having been reported to be reactive with cement alkalies.DESCRIPTIONS OF IGNEOUS ROCKS
10. Igneous rocks are those that have been formed by cooling from amolten mass. They may be divided into two classes: (1) Coarse-Grained(intrusive, deep-seated), and (2) Fine-grained (shallow-intrusive, extrusivesurface, volcanic) rocks. The coarse-grained rocks cooled slowly withinthe earth. The fine-grained rocks formed as rather quickly cooled lavasand frequently contain natural glass. The porphyries are characterized bythe presence of large mineral grains in a fine-grained groundmass. Thistexture is the result of a sharp change in the rate of cooling or otherphysicochemical conditions during the solidification of the rock.
Within the two classes, rocks are usually classified and named on thebasis of their mineral content, which in turn depends to a large extent onthe chemical composition. Rocks in the intrusive class generally havechemical equivalents in the extrusive class.
STANDARD DESCRIPTIVE NOMENCLATURE OFCONSTITUENTS OF NATURAL MINERAL
AGGREGATES (Cont.)
185
Coarse-Grained Intrusive Igneous Rocks11. (a) GRANITE. — Granite is a medium-to coarse-grained, light-colored
rock characterized by the presence of quartz and feldspar. Thecharacteristic feldspars are orthoclase, microcline, or albite. Feldspar isusually more abundant than quartz. Dark-colored mica (biotite) is usuallypresent and light-colored mica (muscovite) frequently. Other dark-coloredminerals, especially hornblende, may be present in amounts less than thoseof the light-colored constituents. Quartz-monzonite and granodiorite maybe mentioned as rocks similar to granite, but containing more plagioclasefeldspar.
(b) SYENITE. — Syenite is a medium-to coarse-grained, light-coloredrock composed essentially of feldspar, generally orthoclase. Quartz isgenerally absent. Dark ferromagnesian minerals such as hornblende,biotite, or pyroxene may be present.
(c) DIORITE. — Diorite is a medium-to coarse-grained rock composedessentially of plagioclase feldspar and one or more ferromagnesian mineralssuch as hornblende, biotite, or pyroxene. The plagioclase is intermediatein composition, usually of the variety known as andesine. Diorite is darkerin color than granite or syenite and lighter than gabbro. If quartz is present,the rock is called quartz diorite.
(d) GABBRO. — Gabbro is a medium-to coarse-grained, dark-coloredrock consisting essentially of ferromagnesian minerals and plagioclasefeldspar. The ferromagnesian minerals may be pyroxenes, amphiboles, orboth. The plagioclase is one of the calcium-rich varieties such as labradorite.Ferromagnesian minerals are usually more abundant than feldspar. Diabaseis rock of similar composition to gabbro and basalt but is intermediate inmode of origin, usually occurring in smaller intrusions than gabbro, andhaving a medium-grained texture. The term “trap” or “trap rock” is acollective term for dark-colored, fine- to medium-grained igneous rockssuch as diabase and basalt.
(e)PYROXENITE AND PERIDOTITE. — Rocks composed almost entirelyof olivine or of both olivine and pyroxene are known as peridotites.Pyroxenites are composed almost entirely of pyroxene.
Rocks of these types are relatively rare but their metamorphosedequivalent, serpentine, is more common.
(f) PEGMATITE. — Extremely coarse-grained varieties of igneous rocksare known as pegmatites. These are usually light colored and are generallyequivalent to granite or syenite.Fine-Grained Extrusive Igneous Rocks
12. The fine-grained equivalents of the coarse-grained igneous rocksdescribed above have similar chemical compositions. The extrusive rocksare so fine-grained that the individual mineral grains are usually not visibleto the naked eye. They may contain the same constituent minerals, or therocks may be partially or wholly glassy.
(a) OBSIDIAN, PUMICE, AND PERLITE. — Igneous rocks composedwholly of glass have been named on the basis of their texture. A densenatural glass is called obsidian, while a glassy froth filled with bubbles iscalled pumice. A siliceous or glassy lava with an onion-like structure anda pearly luster, containing 2% to 5% water, is called perlite. When heatedquickly to the softening temperature, perlite puffs to become an artificialpumice. These rocks may be reactive with the alkalies in portland cement
(b) FELSITE. — Light-colored, fine-grained igneous rocks are collectivelyknown as felsite. The felsite group includes rhyolite, dacite, fine-grainedandesite, and trachyte which are the equivalents of granite, quartz diorite,diorite, and syenite, respectively. These rocks are usually light colored butmay be dark red or even black. When they are dark they are more properlyclassed as “trap” (see Gabbro). When they contain natural glass, the glass
186
frequently has such a high silica content that it is reactive with cementalkalies.
(c) BASALT. — Basalt is the fine-grained extrusive equivalent of gabbro.When basalt contains natural glass, the glass is generally lower in silicacontent than that of the lighter-colored extrusive rocks and is hence lesslikely to be reactive with cement alkalies.DESCRIPTIONS OF SEDIMENTARY ROCKS AND THEIRMETAMORPHIC EQUIVALENTS
13. Sedimentary rocks are stratified rocks laid down for the most partunder water, although wind action occasionally is important. They may becomposed of particles of pre-existing rocks derived by mechanical agenciesor they may be of chemical or organic origin.Carbonate Rocks
14. Carbonate rocks are generally referred to as limestones unless morethan 50% of the carbonate constituent is known to consist of the mineraldolomite, in which case they are called dolomites. If 50% to 90% of thecarbonate content is the mineral calcite, the rock may be called dolomitelimestone; if 50% to 90% is the mineral dolomite, the rock may be calledcalcitic dolomite. Most carbonate rocks contain some noncarbonateimpurities such as silica minerals, clay, organic matter, or hydrous calciumsulfate (gypsum). Carbonate rocks containing 10% to 50% sand arearenaceous (or sandy) limestones (or dolomites); those containing 10%to 50% clay are argillaceous (or clayey or shaly) limestones (or dolomites).Marl is a clayey limestone which is fine-grained and commonly soft. Verysoft carbonate rocks are known as chalk or “lime rock.” Limestonerecrystallized by metamorphism is known as marble. NOTE. - “Magnesiumlimestone” is sometimes applied to dolomitic limestones and calciticdolomites but it is ambiguous and its use should be avoided. The term“lime rock” also is not recommended.Conglomerates, Sandstones, and Quartzites
15. (a) These rocks consist of particles of sand or gravel, or both,cemented together. If the particles include a considerable proportion ofgravel, the rock is a conglomerate. If the particles are in the sand sizes, therock is a sandstone or a quartzite. If the rock, when fractured, breaks aroundthe sand grains, it is a sandstone; if the grains and the cement are largelyquartz and the fracture passes through the grains, it is a quartzite.Conglomerates and sandstones are sedimentary rocks. Quartzites maybe sedimentary or may be metamorphosed sandstones. The cementingmaterial of sandstone may be quartz, opal, calcite, dolomite, clay, iron oxides,or other materials. If the nature of the cementing material is known, thedesignation of the rock may include a reference thereto, as “opal-bondedsandstone,” or “ferruginous conglomerate.”
(b) Graywacke is sandstone containing abundant dark particles of rocks,such as chert, slate, phyllite, and schists, in addition to mineral grains anda matrix resembling shale or slate.
(c) Arkose is coarse-grained sandstone containing conspicuousamounts of feldspar and is derived from granite.
STANDARD DESCRIPTIVE NOMENCLATURE OFCONSTITUENTS OF NATURAL MINERAL
AGGREGATES (Cont.)
187
Argillaceous Rocks16. These rocks are largely composed of, or derived from, sedimentary
silts and clays. When relatively soft and massive they are known as clay-stones, or siltstones, depending on the particles of which they arecomposed. When harder and platy they are known as shales, and whenmetamorphosed they become, with progressively greater alteration, slates,phyllites, and schists. All of these metamorphic rocks are usuallycharacterized by a laminated structure and a tendency to break into thinparticles.Chert
17. Chert is a very fine-grained siliceous rock which is characterized byhardness (scratches glass, is not scratched by a knife blade), conchoidal(shell-like) fracture in dense varieties, the fracture becoming splintery inporous varieties, and a variety of colors. The dense varieties are very toughand are usually gray to black, or white to brown, less frequently green, red,or blue, and have a waxy to greasy luster. The porous varieties are usuallylighter in color, most frequently being white or stained yellowish, brownish,or reddish, and have a chalky surface. Dense red and, in some cases,dense yellow, brown, or green chert is sometimes called “jasper.” Denseblack and, in some cases, dense gray, chert is sometimes called “flint.”Chert is composed of silica in the form of chalcedony, cryptocrystallinequartz, or opal, or combinations of any of these three. The determinationof which form or forms of silica are present requires careful determinationof optical properties, absolute specific gravity, or both. Chert occurs mostfrequently as nodules or bands in limestones and as particles in sandsand gravels derived from such rocks.DESCRIPTIONS OF METAMORPHIC ROCKS
18. Since the typical metamorphic equivalents of sedimentary rockshave been mentioned under Sedimentary Rocks, the descriptions belowcover metamorphosed igneous rocks:Serpentine
19. Serpentine is a relatively soft, light to dark green to almost blackrock formed usually from silica-poor igneous rocks such as pyroxenitesand peridotites. It may contain some of the original pyroxene or olivine butis largely composed of softer hydrous minerals. Very soft talc-like materialis often present in serpentine.Gneiss
20. Gneiss is usually formed by the metamorphism of schists or igneousrocks. It is characterized by a layered structure resulting from approximatelyparallel lenses and bands of platy minerals, usually micas, and of granularminerals, usually quartz and feldspars. Gneisses are usually coarser grainedthan schists and usually contain an abundance of feldspar. All intermediatevarieties between gneiss and schist and between gneiss and granite arefound, often in the same areas in which well-defined gneisses occur.
188
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6.59.54.71
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189
HARDNESS OF ROCKSSOFTAsbestos rockGypsum rockSlateTalcSoft Limestone
MEDIUMLimestoneDolomiteSandstone
HARDGraniteQuartziteIron oreTrap rockGravel
VERY HARDIron ore (Taconite)GraniteGranitic gravelTrap rock
Talc — 1 Feldspar — 6Gypsum — 2 Quartz — 7Calcite — 3 Topaz — 8Fluorite — 4 Corundum— 9Apatite — 5 Diamond —10
MOHS SCALE OF HARDNESS
WEIGHTS OF MATERIALS
Asbestos . . . . . . . . . . . . 153Asphaltum . . . . . . . . . . . . 81Ashes, Dry . . . . . . . . 35–40Ashes, Wet . . . . . . . . 45–50Bauxite, Crushed . . . 75–85Borax . . . . . . . . . . . . . 50–55Brick . . . . . . . . . . . . . . . . 120Cement, Portland . 90–100Cement, Clinker . . . . 75–80Cinders . . . . . . . . . . . 40–45Clay . . . . . . . . . . . . 100–120Coal . . . . . . . . . . . . . . . . . 50Coke . . . . . . . . . . . . . . . . . 75Concrete . . . . . . . . . . . . 150Coral Rock . . . . . . . . 40–45Cullet, Crushed . . . 80–120Dolomite . . . . . . . . . 90–100Earth . . . . . . . . . . . . . 80–100Feldspar . . . . . . . . . . . 65–70Flourspar . . . . . . . . . 90–110Fullers Earth . . . . . . . . . . 40Glass, Crushed . . . 95–100Granite, Crushed . . 95–100Gravel . . . . . . . . . . . . . . 100Gypsum, Crushed . . 65–75
Hematite, Crushed . . . 210Iron Ore . . . . . . . . . 135–150Ice . . . . . . . . . . . . . . . . . . 57Kaolin Clay . . . . . . . . . . 160Lime, Ground . . . . . . 35–60Limestone, Crushed 90–100Magnetite, Crushed . . 200Manganese Ore . . . . . . 120Marble, Crushed . . 90–100Mud, Fluid . . . . . . . . . . . 110Phosphate Rock . . . . . 110Quartz . . . . . . . . . . . . . . 110Sand . . . . . . . . . . . . . 90–105Shale . . . . . . . . . . . . . 85–90Slag, Crushed . . . . . 80–90Slate, Crushed . . . . . 80–90Snow . . . . . . . . . . . . . . 8–33Stone, Crushed . . . . . . 100Sulphur, Crushed . . 50–65Talc . . . . . . . . . . . . . . . 50–60Traprock . . . . . . . . . 100–110Vermiculite . . . . . . . . . . . . 80Water . . . . . . . . . . . . . . . 62.4Wood . . . . . . . . . . . . . 20–45Wood Chips . . . . . . . 15–25
*Average Wt.Material lbs. Per Ft.3
*Average Wt.Material lbs. Per Ft.3
* For weight per yard3, multiply weight per foot3 by 27.
190
TESTS USED TO DETERMINE PHYSICALPROPERTIES OF ROCK
Compressive Strength (ASTM C170)
1. Sample — cylinder of rock 2" high and 2" diameter
2. Cylinder of rock is placed between a special bearing blockand the head of a suitable universal testing machine.
3. Unit crushing strength is calculated in lbs. per inch2.
Specific Gravity Test(ASTM C127, C128)
1. Size of sample — 5 kg. of plus 3/8" agregate.
2. Wash to remove dust — then dry at 110° C.
3. Immerse in 15° to 25° C water for 24 hrs. and then weigh (B).
4. Determine weight of sample in water (C).
5. Dry again @ 110° C and weigh (A).
6. Bulk specific gravity
7. Apparent specific gravity
Absorption Test
1, 2, 3, 4, 5 and 6. Same as above.
7. Absorption, per cent (%)
IMPACT CRUSHABILITY TEST PROCEDURE
1. Ten to fifteen samples of approximaty 3" x 2" dimensions withtwo natural parallel sides of 2" to 3" widths are selected.
2. Each sample piece is placed on a pedestal and strucksimultaneously by two opposing hammers of standard sizeand shape.
3. The height of the hammers are increased until the sample isbroken and the total foot-pounds (A) of force are recorded.The width (W) of the sample at the fracture is recorded.
4. The work index (W.I.) is calculated from the equation:
5. Two Work Indexes are recorded; The maximum W.I. and theaverage W.I. of the samples tested.
AB – C=
AA – C=
2.59A(W)
Sp. Gr.
B – A × 100A=
191
Los Angeles Abrasion Testby Los Angeles Machine (ASTM C131)
1. Size of sample — 5000 grams of clean, dry aggregate, properlygraded (A).
2. Sample placed in machine which is then rotated for 500revolutions @ 30 to 33 RPM.
3. Aggregate then removed and screened on a No. 12 sieve. Materialretained on screen then washed, dried and weighed (B).
4. Percentage of wear
The lower the Los Angeles rating, the harder the rock.
Deval Abrasion Test
1. Sample — about 50 pieces broken by hand from a large pieceof rock — wt. 5000 grams.
2. Sample placed in large cylinder mounted at an angle of 30°with the axis of rotation so that the rock charge is thrown fromend to end twice during each of 10,000 revolutions.
3. Charge then screened over No. 12 sieve and the amountpassing is expressed as a percentage of the initial weight andis called the percent of wear.
4. French coefficient of wear
Dorry Hardness Test
1. Sample — a cylindrical rock core 25 mm in dia. from the rockspeciman.
2. Sample is subjected to the abrasive action of quartz sand fedupon a revolving steel disk.
3. The end of the sample is worn away in inverse ratio to itshardness. The amount of loss is expressed in the form of acoefficient as follows:
Coefficient of hardness
W = loss of wt. after 1000 RPM of disk.
A – BA=
20 – W3
=
40% of wear=
192
egarevA
ssenkcihT†
1:11 /
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xiM
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5:
tneme
Cskca
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S.dY3
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S.dY3
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tneme
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S.dY3
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tneme
Cskca
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S.dY3
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tneme
Cskca
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870.0031.0
372.1070.0
241.0061.1
680.0821.0
370.1080.0
141.0700.1
570.0941.0
728.0770.0
351.0
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190.0251.0
684.1280.0
561.0353.1
101.0051.0
252.1390.0
161.0571.1
780.0471.0
569.0090.0
971.0
†"33.7617.1
590.0951.0
655.1680.0
371.0714.1
601.0751.0
113.1890.0
961.0132.1
190.0281.0
110.1490.0
781.0
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001.0661.0
726.1980.0
181.0284.1
111.0461.0
173.1201.0
771.0782.1
590.0191.0
750.1890.0
691.0
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401.0371.0
896.1390.0
981.0645.1
611.0171.0
134.1701.0
481.0243.1
990.0991.0
201.1201.0
402.0
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801.0181.0
177.1790.0
791.0216.1
121.0971.0
094.1111.0
291.0893.1
401.0702.0
841.1701.0
312.0
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311.0881.0
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502.0676.1
521.0581.0
055.1611.0
202.0454.1
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491.1111.0
222.0
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711.0591.0
019.1501.0
312.0047.1
031.0291.0
016.1021.0
212.0015.1
211.0422.0
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33.7=3
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+8+8
AG
GR
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S R
EQ
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FOR
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193
sdraY2
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768,5
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11.116.591
1.1937.685
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312,823.4
46.869.21
1.8223.654
4.486'51
6.661008,8
36.462.9
98.315.442
9.8843.337
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783,949.4
88.918.41
8.0625.125
2.287'81
0.002065,01
55.511.11
76.613.392
7.6850.088
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337,1181.6
53.2125.81
0.6239.156
8.779'22
4.442709,21
87.685.31
73.020.853
0.7176.570,1
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080,4104.7
18.4122.22
1.1937
2.283.371,1
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766,4117.7
34.5151.32
5.7048.418
2.222,1'62
8.882352,51
20.850.61
70.424
8.324.748
1.172,1'82
1.113724,61
36.882.71
29.523.654
6.2198.863,1
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62.925.81
87.729.884
8.7796.664,1
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24.5168.03
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194
MISCELLANEOUS DATA
The final section of the Telsmith Mineral ProcessingHandbook contains useful charts, information lists, formulasand weights & measures used in the normal operation ofaggregate plants.
195
emarF
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0081 0021 009niMhctiP.aiD
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T341T541
111/2 2-
3/41
1/23/4
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41/4"41/4"
"2.2"4.2
21/4"21/4"
T281T481T481
3—5
11/22—
111/2—
"4.2"4.2"0.3
51/4"51/4"51/4"
"4.2"4.2"0.3
23/4"23/4"23/4"
T312T512T512
71/2—01
35—
23—
"0.3"0.3"8.3
61/2"61/2"61/2"
"0.3"0.3"8.3
33/8"33/8"33/8"
T452T452T652T652
—51
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71/2—01
—
5—
71/2—
"8.3"4.4"4.4"6.4
73/4"73/4"73/4"73/4"
"8.3"4.4"4.4"4.4
4"4"4"4"
T482T482T682
—5203
51—02
01—51
"6.4"0.5"4.5
9"9"9"
"4.4"4.4"2.5
45/8"45/8"45/8"
T423T623T463T463T563T563
0405
—06
—57
520304
—05
—
025203
—04
—
"0.6"8.6"8.6"4.7"2.8
0.9 "
01 1/4"01 1/4"11 1/2"11 1/2"11 1/2"11 1/2"
"0.6"8.6"8.6"4.7"2.8
6.8 "
51/4"51/4"57/8"57/8"57/8"57/8"
T404T404T404T504T504T504
——
001—
001521
06——57
——
—05
—06
——
"0.9"0.9"0.01"0.01
0.01 ""5.11
41 1/4"41 1/4"41 1/4"41 1/4"41 1/4"41 1/4"
0.8 ""4.8"6.8"0.01"6.8
5.01 "
71/4"71/4"71/4"71/4"71/4"71/4"
T444T444T444T444
——
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——
0.11 ""5.01"0.11
—
61 3/4"61 3/4"61 3/4"—
"0.015.9 "
"5.9"5.01
81/2"81/2"81/2"81/2"
T544T544T544T544T744
——
051002002
521————
—001
———
"5.21"5.21
———
61 3/4"61 3/4"———
"0.21"0.21"5.01"2.31"2.31
81/2"81/2"81/2"81/2"81/2"
V-BELT DRIVES — LIMITING DIMENSIONS
Continuous-rated general purpose induction motors may be V-belted to loads provided the motor sheaves are no smaller in pitchdiameter nor greater in width than the limiting dimensions in thefollowing table. These limiting dimensions are based on frameswith “T” shaft extensions.
POLYPHASE INTEGRAL-HP INDUCTION MOTORS
196
SE
LEC
TIO
N O
F A
V-B
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197
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61,10
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46.3
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3.0
82.033.09
4.0
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61,10
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6.50
5.7
60.687.600.9
30.778.7
5.01
76.79
5.84.11
42.93.016.31
10.010.020.0
12.042.06
3.0
04.074.007.0
35.016.029.0
0.90.01
0.110.21
0.31
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61,10
57,1
0.410.513.91
4.612.815.22
8.818.023.52
1.123.329.72
4.326.520.0
3
30.030.0
0.05
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0.310.51
0.810.22
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7.03
8.236.23
5.83
8.04
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7.84
8.05
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6.95
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6.36*2.26 —
01.011.071.0
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54.300.430.6
15.432.59
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198
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LEC
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deepsmir
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LEN
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V8"52"0
4"0
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61"002"0
52"00
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38.29.6
9.9
9.30.170.131.1
— — — — — —
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0.18
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49.79.00.120.170.101.1
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V3000,10
61,10
57,1
57.19
9.14
8.2
01.29
3.234.3
52.317.333.5
47.372.441.6
17.48
3.517.7
00.000.010.0
70.08
0.021.0
31.061.032.0
81.002.013.0
0.90.01
0.110.21
0.31
V5000,10
61,10
57,1
3.512.714.32
8.710.020.72
2.028.224.0
3
6.224.525.33
9.429.724.6
3
20.030.04
0.0
64.0
35.00
8.0
98.0
30.155.1
61.153.130.2
0.410.61
0.810.02
8.42
V8000,10
61,10
57,1
9.84
8.350.36
3.06
0.66
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0.171.77
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9.08
1.78*1.6
8
1.101*4.501
—
21.041.012.0
32.28
5.29
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23.410.56
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200
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AMENedoCretteL
avKgnitratSrep
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fotnecrePninoitcetorPtiucric-hcnarBtnerruCdaol-lluFrotoM
)2691edoCEN,251-034elbaTmorF(egatlov-lluF
tratSremrofsnartotuA
tratS.xaMesuFgnitaR
.xaMrekaerB†gnitteS
.xaMesuFgnitaR
.xaMrekaerB†gnitteS
ABCD
41.3–00.045.3–51.399.3–55.394.4–00.4
051052052052
051002002002
051002002002
051002002002
EFGH
99.4–05.495.5–00.592.6–06.590.7–03.6
052003003003
002052052052
002052052052
002002002002
JKLM
99.7–01.799.8–00.899.9–00.9
91.11–00.01
003003003003
052052052052
052052052052
002002002002
NPRS
94.21–02.1199.31–05.2199.51–00.4199.71–00.61
003003003003
052052052052
052052052052
002002002002
TUV
99.91–00.8193.22–00.02
04.22
003003003
052052052
052052052
002002002
*rotomrotor-dnuoW 051 051.epyttimil-emiT†.retteledoconsaH*
IDENTIFYING CODE LETTERS ONALTERNATING-CURRENT MOTORS
sretteLedoC F G H J K L
-esroHrewop
esahp-3 pu51 7–01 1/2 5 3 1–2 1/2 1esahp-1 — 5 3 1–2 1/2 –1 3/4 1/2
Code letter Usually Applied to Ratings ofMotors Normally Started on Full Voltage
StartingKva per HP ×=
1 for 1-phase2 for 2-phase1.732 for 3-phase
Volts × Locked-rotor Amp1000 × Horsepower
201
rotoMnoitcudnICA,ztreH06,esahPeerhTfosgnitaRerepmA
PH
.nySdeepS
MPR
serepmAnitnerruC002stloV
032stloV
*083stloV
064stloV
575stloV
0022stloV
1/4 00810021009
90.116.148.1
. 5904.106.1
. 55
. 18
. 39
. 84
. 07
. 08
. 8365.
. 46
———
1/3 00810021009
73.138.170.2
91.195.108.1
. 96
. 2940.1
. 06
. 08
. 09
. 84
. 46
. 27
———
1/2 00810021009
89.174.247.2
27.151.283.2
. 9942.183.1
. 6880.191.1
. 96
. 68
. 59
———
3/4 00810021009
38.263.357.3
64.229.262.3
24.196.188.1
32.164.136.1
. 8971.103.1
———
1 006300810021009
22.390.423.459.4
08.265.367.303.4
07.160.282.206.2
04.187.188.151.2
21.124.105.127.1
————
11/2 006300810021009
10.595.570.644.6
63.468.482.506.5
46.249.202.393.3
81.234.246.208.2
47.149.111.242.2
————
2 006300810021009
44.663.778.790.9
06.504.648.609.7
93.378.341.477.4
08.202.324.359.3
42.265.247.261.3
————
3 006300810021009
95.98.017.111.31
43.804.9
2.014.11
20.507.502.609.6
71.407.421.507.5
43.367.301.455.4
————
5 006300810021009
5.516.612.813.81
5.314.418.519.51
02.847.895.906.9
67.612.719.729.7
14.587.523.633.6
————
71/2 006300810021009
4.227.421.525.62
5.915.128.120.32
8.110.312.319.31
97.97.019.015.11
18.755.807.891.9
————
01 006300810021009
2.928.032.231.53
4.528.620.825.03
4.513.619.615.81
7.214.310.412.51
1.017.012.112.21
————
51 006300810021009
9.141.546.742.15
4.632.934.145.44
0.227.320.529.62
2.816.917.022.22
5.417.515.618.71
————
.zh05.V083*
AMPERE RATING OF AC AND DC MOTORSThe full load ampere rating of motors of a given horsepower rating will varysomewhat depending largely upon the type of motor. The full load valueslisted in the following table can be considered “average values” for thedifferent types and makes of motors. High torque squirrel cage motors willhave a full load current at least 10% higher than the full load values listedin the tables. For 25 cycle motors, the full load current value will beapproximately that of a 60 cycle motor having the same number of poles.In other words for a 750 RPM, 25 cycle motor, use the data for thecorresponding 1800 RPM, 60 cycle motor. This rule is reasonably correctfor 25 cycle motors above 500 RPM.
202
rotoMnoitcudnICA,streH06,esahPeerhTfosgnitaRerepmA
PH
.nySdeepS
MPR
serepmAnitnerruC002stloV
032stloV
*083stloV
064stloV
575stloV
0022stloV
02 006300810021009
0.859.857.061.36
4.052.158.259.45
5.030.139.132.33
2.526.524.624.72
1.025.021.129.12
————
52 006300810021009
9.965.474.574.77
8.068.466.563.76
8.632.936.937.04
4.034.238.237.33
3.429.522.620.72
————
03 006300810021009
8.489.686.091.49
7.376.578.878.18
4.447.546.745.94
8.638.734.939.04
4.922.035.137.23
————
04 006300810021009
111611711121
4.69101201501
2.850.162.162.36
2.844.056.052.25
5.833.044.047.14
————
05 006300810021009
831341541051
021421621031
9.272.572.675.87
1.062.260.360.56
2.847.944.050.25
————
06 006300810021009
461171371771
341941051451
8.680.090.191.39
7.175.470.570.77
3.754.950.065.16
————
57 006300810021009
602012212222
971381481391
801111211711
6.986.190.295.69
7.172.375.375.77
————
001 006300810021009
662172572092
132632932252
041441541351
511811021621
2.298.496.59
101
—6.322.428.42
521 006300810021009
————
292392892503
671771081681
641741941351
611711911221
—2.929.929.03
051 006300810021009
————
343843053563
802012012112
171471471381
731931931641
—8.435.530.73
002 006300810021009
————
854254064284
772472662972
922622032142
481181481391
—7.640.744.94
052 006300810021009
————
955865375006
833343543743
972482782003
322722922042
—5.755.855.06
003 00810021
——
876486
293593
933243
172472
0.960.07
004 0081 — 698 815 844 853 8.19005 0081 — 0111 246 555 444 611
.zh05.V083*
AMPERE RATING OF AC AND DC MOTORS (Cont.)
203
PHMPR0063 MPR0081 MPR0021 MPR009
DLO WEN DLO WEN DLO WEN DLO WENFOORPPIRD
1/2 — — — — — — 281 T3413/4 — — — — 281 T341 481 T5411 — — 281 T341 481 T541 312 T281
11/2 281 T341 481 T541 481 T281 312 T4812 481 T541 481 T541 312 T481 512 T3123 481 T541 312 T281 512 T312 U452 T5125 312 T281 512 T481 U452 T512 U652 T452
71/2 512 T481 U452 T312 U652 T452 U482 T65201 U452 T312 U652 T512 U482 T652 U682 T48251 U652 T512 U482 T452 U423 T482 U623 T68202 U482 T452 U682 T652 U623 T682 U463 T42352 U682 T652 U423 T482 U463 T423 U563 T62303 423 T482 U623 T682 U563 T623 U404 T46304 623 T682 U463 T423 U404 T463 U504 T56305 U463 T423 U563 T623 U504 T563 U444 T40406 U563 T623 U404 T463 U444 T404 U544 T50457 U404 T463 U504 T563 U544 T504 3418 T444001 U504 T563 U444 T404 3418 T444 3418 T544521 U444 T404 U544 T504 3418 T544 — —051 U544 T504 S3418 T444 — — — —002 3418 T444 S3418 T444 — — — —052 5518 T544 — — — — — —
DESOLCNE1/2 — — — — — — 281 T3413/4 — — — — 281 T341 481 T5411 — — 281 T341 481 T541 312 T281
11/2 281 T341 481 T541 481 T281 312 T4812 481 T541 481 T841 312 T481 512 T3123 481 T281 312 T281 512 T312 U452 T5125 312 T481 512 T481 U452 T512 U652 T452
71/2 512 T312 U452 T312 U652 T452 U482 T65201 U452 T512 U652 T512 U482 T652 U682 T48251 U652 T452 U482 T452 U423 T482 U623 T68202 U682 T652 U682 T652 U623 T682 U463 T42352 U423 T482 U423 T482 U463 T423 U563 T62303 623 T682 U623 T682 U563 T623 U404 T46304 U463 T423 U463 T423 U404 T463 U504 T56305 U563 T623 U563 T623 U504 T563 U444 T40406 U504 T463 U504 T463 U444 T404 U544 T50457 U444 T563 U444 T563 U544 T504 4418 T444001 U544 T504 U544 T504 4418 T444 4418 T544521 4418 T444 4418 T444 4418 T544 — —051 4418 T544 4418 T544 — — — —
ELECTRIC MOTOR CROSS-REFERENCE“U-FRAME” TO “T-FRAME”
204
emarFMPR0063 MPR0081 MPR0021 MPR009
U T U T U T U TPH )sdnuoP(FOORPPIRD
1/23/41
11/2235
71/2015102520304050657001521051002052
———25752679111361981842392943083325375037518080,1702,1066,1088,1
———8223635657721841391412652413963004475636808598591,1173,1
——25752679111361981842392943083325375007587021,1382,1054,1015,1—
——0323636507721141781112362003904064065846218629552,1754,1—
—25752679111361981842943083435585007587080,1702,1064,1004,1———
—23432565311721961691362413983024175846237338033,1183,1———
252679401111361981842392083435585037518001,1562,1073,1034,1————
23836556021431961412362533914084175846497978001,1163,1————
PH )sdnuoP(DESOLCNE1/23/41
11/2235
71/2015102520304050657001521051002052
———368637221641881722823544064386347769563,1825,1005,2055,2009,2095,3
———82236556141841042662533663564055437548970,1084,1685,1031,2071,2
——368637221631281902813853564045347318210,1563,1825,1006,2007,2020,3—
——0323636507841671252303553014555026087109221,1005,1827,1090,2—
—368637221631281122813564045096887219769033,1825,1045,2006,2———
—23432565431841822062553214515065097888620,1241,1085,1207,1———
3637221921631281902813883045096887219440,1743,1364,1005,2026,2————
23836556141551822972253624515026667098450,1271,1105,1947,1————
A max. B max.
U dia.
D
Omax.
E F F
N-WV min
BAFH hole
DRIP PROOF ENCLOSEDC max.
DIAGRAM FOR PAGE 205
205
DIMENSIONS AND TOLERANCESELECTRIC MOTOR FRAMES
NOTE:The first two numbers of the Nema frame size divided by 4 equals height of centerlineof motor shaft, e.g. frame 145T = 14÷4 = 3.5 inches or dimension D.
emarF.oN
-A.xam
-B.xam AB C
.pirdC
.lcne D E F H W-N O.pird
O.lcne U .V
nim281
T341T541
481T281
83/467/867/883/483/4
657/857/863/465/8
23/421/421/423/423/4
21 5/ 6111 9/ 6121 9/ 6131 5/ 6131 3/4
41 3/ 6121 1/ 6131 1/ 6151 3/ 6141 5/8
41/231/231/241/241/2
33/423/423/433/433/4
21/4221/223/421/4
31 / 2311 / 2311 / 2331 / 2331 / 23
21/421/421/421/423/4
971/871/8991/4
91/471/871/891/291/4
7/87/87/87/811/8
222221/2
312T481
512T312U452
01 3/883/401 3/801 1/421 1/2
765/881/267/801
31/223/431/231/241/4
51 5/841 3/471 1/851 51 / 6102 5/ 61
71 1/251 5/881 51 / 6171 3/412 9/ 61
51/441/251/451/461/4
41/433/441/441/45
23/423/431/223/441/8
31 / 2331 / 2331 / 2331 / 2371 / 23
323/4333/833/4
01 1/291/401 1/201 3/821 5/8
01 3/491/401 3/411 1/431 1/8
11/811/811/813/813/8
23/421/223/431/831/2
T512U652T452U482T652
01 1/421 1/221 1/24121 1/2
83/8210111 3/811 3/4
31/241/441/443/441/4
71 7/ 6122 1/ 6102 9/ 6132 11 / 6122 5/ 61
91 1/432 5/ 6112 31 / 6142 31 / 6132 9/ 61
51/461/461/4761/4
41/45551/25
31/2541/843/45
31 / 2371 / 2371 / 2371 / 2371 / 23
33/833/4447/84
01 3/821 5/821 5/84121 5/8
11 1/431 1/831 1/241 5/831 1/2
13/813/815/815/815/8
31/831/233/445/833/4
U682T482U423
ST482S423
4141614161
3111 3/83111 3/831
43/443/451/443/451/4
52 3/ 6132 7/ 6162 7/ 6122 1/ 6142 1/ 61
62 5/ 6142 9/ 6172 9/ 6132 3/ 6152 3/ 61
77878
51/251/261/451/261/4
51/243/451/443/451/4
71 / 2371 / 2312 / 2371 / 2312 / 23
47/845/855/831/431/4
4141614161
41 5/841 5/861 3/441 5/861 3/4
15/817/817/815/815/8
45/843/853/833
ST482U623T682S623
ST682
4161416141
11 3/841 1/421 7/841 1/421 7/8
43/451/443/451/443/4
22 1/ 6172 51 / 6142 51 / 6152 9/ 6132 9/ 61
32 3/ 6192 1/ 6162 1/ 6162 11 / 6142 11 / 61
78787
51/261/451/261/451/2
43/4651/2651/2
71 / 2312 / 2371 / 2312 / 2371 / 23
31/455/845/831/431/4
4161416141
41 5/861 3/441 5/861 3/441 5/8
15/817/817/815/815/8
353/843/833
U463T423
SU463ST423
U563
8161816181
4121 3/44121 3/451
57/851/457/851/457/8
92 3/ 6162 1/ 6162 9/ 6142 9/ 6103 3/ 61
33 9/ 6172 3/ 6103 51 / 6152 11 / 6143 9/ 61
98989
761/4761/47
55/851/455/851/461/8
12 / 2312 / 2312 / 2312 / 2312 / 23
63/851/433/433/463/8
81 1/46181 1/46181 1/4
81 3/461 3/481 3/461 3/481 3/4
21/821/817/817/821/8
61/8531/231/261/8
T623SU563ST623
U404T463
6181610281
41 1/45141 1/451 1/431 3/4
51/457/851/465/857/8
72 9/ 6172 9/ 6162 1/ 6123 7/ 6182 11 / 61
82 11 / 6113 51 / 6172 3/ 6173 1/ 6133 1/ 61
89801
9
61/4761/487
661/8661/855/8
12 / 2312 / 2312 / 2331 / 6112 / 23
51/433/433/471/857/8
6181 1/46102 1/481 1/4
61 3/481 3/461 3/402 7/881 3/4
21/817/817/823/823/8
531/231/267/855/8
SU404ST463
T563U504T463
0281810281
51 1/431 3/441 3/47131 3/4
65/857/857/865/857/8
92 9/ 6162 9/ 6192 11 / 6133 51 / 6182 11 / 61
43 3/ 6103 51 / 6143 1/ 6183 9/ 6133 1/ 61
019901
9
87787
61/855/861/867/855/8
31 / 6112 / 2312 / 2331 / 6112 / 23
41/433/457/871/857/8
02 1/481 1/481 1/402 1/481 1/4
02 7/881 3/481 3/402 7/881 3/4
21/817/823/823/823/8
431/255/867/855/8
ST463SU504ST563
T563U444
8102818122
31 3/47141 3/441 3/481
57/865/857/857/871/2
62 9/ 6113 1/ 6172 9/ 6192 11 / 6173 51 / 61
03 51 / 6153 11 / 6113 51 / 6143 1/ 6124 3/4
901
9911
78779
55/867/861/861/871/4
12 / 2331 / 6112 / 2312 / 2331 / 61
33/441/433/457/885/8
81 1/402 1/481 1/481 1/422 1/4
81 3/402 7/881 3/481 3/432 1/8
17/821/817/823/827/8
31/2431/255/883/8
T404ST563SU444ST404
U544
0281220222
51 1/441 3/48151 1/402
65/857/871/265/871/2
23 9/ 6172 9/ 6133 9/ 6192 9/ 6193 51 / 61
73 3/ 6113 51 / 6183 3/843 3/ 6144 3/4
019110111
87989
61/861/871/461/881/4
31 / 6112 / 2331 / 6131 / 6131 / 61
71/433/441/441/485/8
02 1/481 1/422 1/402 1/422 1/4
02 7/881 3/432 1/802 7/832 1/8
27/817/821/821/827/8
731/24483/8
T504SU544ST504
T4443418T544
022202225222
61 3/40261 3/471 3/42291 3/4
65/871/265/871/281/271/2
43 1/ 6153 9/ 6113 1/ 6173 31 / 6114 31 / 6193 31 / 61
83 7/804 3/853 11 / 61———
0111011121 1/211
898901
9
67/881/467/871/4881/4
31 / 6131 / 6131 / 6131 / 6151 / 6131 / 61
71/441/441/481/201 1/8
81/2
02 1/422 1/402 1/422 1/45222 1/4
02 7/832 1/802 7/8———
27/821/821/833/833/833/8
74481/497/881/4
ST444S3418ST544
T4444418
2252222252
71 3/42291 3/471 3/412
71/281/271/271/281/2
43 1/ 6163 51 / 6163 1/ 61——
———24 5/894 5/8
1121 1/2111121 1/2
901
9901
71/4881/471/48
31 / 6151 / 6131 / 6131 / 6151 / 61
43/451/443/481/201 1/8
22 1/45222 1/4——
———32 1/872 1/4
23/825/823/833/833/8
41/2541/281/497/8
T544ST444S4418ST544S5518
2222522252
91 3/471 3/41291 3/432
71/271/281/271/281/2
———63 1/ 6104 7/ 61
44 5/883 7/844 3/404 7/8—
111121 1/21121 1/2
9901
901
81/471/4881/49
31 / 6131 / 6151 / 6131 / 6151 / 61
81/243/451/443/453/4
———22 1/452
32 1/832 1/872 1/432 1/8—
33/823/825/823/827/8
81/441/2541/ -251/2
206
eziSGWA
roMCM
nopUdesaBgnibuTrotiudnoCnisrotcudnoCfo.oNmumixaMgniriW-eRdnakroYweNroflliFrotcudnoC
1/2.nI
3/4.nI
1.nI
11/4.nI
11/2.nI
2.nI
21/2.nI
3.nI
31/2.nI
4.nI
5.nI
6.nI
81 7 21 02 53 94 08 511 671 — — — —61 6 01 71 03 14 86 89 051 — — — —41 4 6 01 81 52 14 85 09 121 551 — —21 3 5 8 51 12 43 05 67 301 231 80201 1 4 7 31 71 92 14 46 68 011 3718 1 3 4 7 01 71 52 83 25 76 501 2516 1 1 3 4 6 01 51 32 23 14 46 394 1 1 1 *3 5 8 21 81 42 13 94 273 — 1 1 3 4 7 01 61 12 82 44 362 — 1 1 3 3 6 9 41 91 42 83 551 — 1 1 1 3 4 7 01 41 81 92 240 — — 1 1 2 4 6 9 21 61 52 7300 — — 1 1 1 3 5 8 11 41 22 23000 — — 1 1 1 3 4 7 9 21 91 720000 — — — 1 1 2 3 6 8 01 61 32052 — — — 1 1 1 3 5 6 8 31 91003 — — — 1 1 1 3 4 5 7 11 61053 — — — 1 1 1 1 3 5 6 01 51004 — — — — 1 1 1 3 4 6 9 31005 — — — — 1 1 1 3 4 5 8 11006 — — — — — 1 1 1 3 4 6 9007 — — — — — 1 1 1 3 3 6 8057 — — — — — 1 1 1 3 3 5 8008 — — — — — 1 1 1 2 3 5 7009 — — — — — 1 1 1 1 3 4 70001 — — — — — 1 1 1 1 3 4 6
ELECTRICAL CONDUIT DATA
MAXIMUM NUMBER OF CONDUCTORS IN TRADE SIZES OFCONDUIT OR TUBING (From National Electrical Code)
Types RF-2, RFH-2, R, RH, RW, RH-RW, RHW, RHH, RU, RUH,RUW, SF, SFF, TF, T, TW AND THW.
* Where and existing service run of conduit or electrical metallictubing does not exceed 50 ft. in length and does not containmore than the equivalent of two quarter bends from end toend, two No. 4 insulated and one No. 4 bare conductors maybe installed in 1-inch conduit or tubing.
See National Electric Code for derating factors for more than 3conductors.
207
9ot1 09ot01 009ot001
teeF seliM teeF seliM teeF seliM
1 91000.0 01 98100.0 001 49810.0
2 83000.0 02 97300.0 002 88730.0
3 75000.0 03 86500.0 003 28650.0
4 67000.0 04 85700.0 004 67570.0
5 59000.0 05 74900.0 005 07490.0
6 41100.0 06 63110.0 006 46311.0
7 33100.0 07 62310.0 007 85231.0
8 25100.0 08 51510.0 008 25151.0
9 07100.0 09 50710.0 009 64071.0
CONVERSION TABLE, LINEAR FEET TO MILES
000,9ot000,1 000,09ot000,01
teeF seliM teeF seliM
000,1 93981.0 000,01 9398.1
000,2 97873.0 000,02 9787.3
000,3 81865.0 000,03 8186.5
000,4 85757.0 000,04 8575.7
000,5 79649.0 000,05 7964.9
000,6 63631.1 000,06 6363.11
000,7 67523.1 000,07 6752.31
000,8 51515.1 000,08 5151.51
000,9 55407.1 000,09 5540.71
208
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5 6 11 31
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6 7 31 51
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9 11 81 12
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02 32 23 63
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RECOMMENDED MAXIMUM TORQUE VALUE ±5%
209
MISCELLANEOUS INFORMATION
Freezing point of water = 32° F = 0° C
Boiling point of water at atmospheric pressure = 212° F = 100°C
Absolute zero = —459.7° F = —273.2° C
1 hp = 550 ft. lbs/sec. = 33,000 ft. lbs/min.
1 hp = 2544 BTU’s/hr.
1 hp = 745.5 watts = .7455 Kilowatts
1 BTU = 778.26 ft. lbs.
1 ft.3 of water at 39.2° F and atmospheric pressure = 62.428lbs.
1 ft.3 of water at 60° F and atmospheric pressure = 62.30 lbs.
1 ft.3 of water at 212° F and atmospheric pressure = 59.38 lbs.
Approximate heat capacity of superheated steam at atmosphericpressure = 0.47 BTU/lb./° F
Total heat of saturated steam at atmospheric pressure = 1150.4BTU’s
� = 3.1416 = ratio of circumference of circle to diameter (C�d)= ratio of area of circle to square of radius (A�r2)
Circumference of circle = diameter × � (C = �d)
Diameter of circle = circumference × 0.31831
Area of circle = square of diameter × 0.7854
Doubling diameter of circle increases its area four times(4A = 0.7854(2d)2)
Area of rectangle = length × width (A = lw)
Area of triangle = base × 1/2 perpendicular height (A = 1/2bh)
Volume of cone = area of base × 1/3 perpendicular height(V = 1/3BH)
1 Kilowatt = 1.341 HP
Cº = 5 (Fº – 32º) 9
Fº = 9 (Cº + 32º) 5
(d = 0.31831C = C )
(A = 0.7854d2 = d2 = r2)4
210
WEIGHTS AND MEASURESWEIGHTS
Troy Weight (for gold, silver and jewels)
24 grains = 1 pennyweight (pwt.) 20 pwt. = 1 ounce12 ounces = 1 pound 3,086 grains = 1 carat
Apothecaries Weight
20 grains = 1 scruple 3 scruples = 1 dram8 drams = 1 ounce 12 ounces = 1 poundThe ounce and pound are the same as in Troy Weight.
Avoirdupois Weight
1 grain (Troy) = 1 grain (Apoth.) = 1 grain (Avdp.)2711/32 grains = 1 dram 16 drams = 1 ounce16 ounces = 1 pound (lb.) 25 pounds = 1 quarter4 quarters = 1 hundredweight (cwt.)2000 pounds = 1 short ton 2240 pounds = 1 long tonThe long ton is also called the British ton.
Emergency Weights
Coin, U.S. Wt. Grains Wt. GramsCent . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 31/2
Nickel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80 5Dime . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 21/2
Quarter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 61/2
Half-dollar . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 200 13Silver Dollar . . . . . . . . . . . . . . . . . . . . . . . . . . . . 400 16
Metric Equivalents
1 ounce = 28.35 grams 1 gram = .03527 ounce1 pound = .4536 kilogram 1 kilogram = 2.2046 lbs.
Miscellaneous Equivalents
pounds × .453 = kilograms kilograms × 2.2046 = poundspounds × .0004464 = long tons long tons × 1016.05 = kilogramspounds × .0004536 = metric tons metric tons × .98421 = long tonslong tons × 1.01605 = metric tons long tons × 1.120 = short tonsmetric tons × 1.10231 = short tons short tons × .8928 = long tonsshort tons × 907.185 = kilograms short tons × .907185 = metric tonskg. per cm.2 × 14.223 = lbs. per in.2 lbs. per. in.2 × .0703 = kg. per cm.2
211
WEIGHTS AND MEASURESMEASURES
Dry Measure
2 pints = 1 quart 8 quarts = 1 peck4 pecks = 1 bushel 36 bushels = 1 chaldron1 bushel = 1.2445 ft.3 1 quart = 67.2 in.3
Liquid Measure
4 gills = 1 pint 2 pints = 1 quart4 quarts = 1 gallon 311/2 gallons = barrel2 barrels = 1 hogshead 1 gallon = 231 in.3
1 British Imperial gallon = 1.2 U.S. gallons1 ft.3 water = 7.48 gallons = 62.321 pounds
Linear Measure
12 inches = 1 foot 3 feet = 1 yard51/2 yards = 1 rod 40 rods = 1 furlong8 furlongs = 1 statute mile 3 miles = 1 league1 mile = 5,280 feet = 1,760 yards = 320 rods
Square Measure
144 inches2 = 1 foot2 9 feet2 = 1 yard2
43,560 feet2 = 4,830 yard2 = 1 acre640 acres = 1 mile2 36 mile2 = 1 township
Cubic Measure
1, 728 inch3 = 1 foot3 27 feet3 = 1 yard3
128 feet3 = 1 cord (wood)231 inch3 = 1 std. gallon 2150.42 inch3 = 1 bushel
Surveyors Measure
7.92 inches = 1 link 25 links = 1 rod4 rods = 1 chain 10 chain2 = 1 acre640 acres = 1 mile2 36 mile2 = 1 township
Mariners Measure
6.08 feet = 1 fathom 120 fathoms = 1 cable length8.31 cable lengths = 6,080 feet = 1 nautical mile1 nautical mile = 1.15 statute mile1 knot = a speed of 1 nautical mile per hour
212
WEIGHTS AND MEASURESCONVERSIONS TABLES
Weight (See Page 170)
Volume Liquid
in.3 × 16.383 = cm.3 U.S gal. × .832702 = British Imp. gal.ft.3 × .0283 = meter3 U.S. gal. × .11368 = feet3
yd.3 × .7645 = meter3 U.S. gal. ×231 = inch3
centimeter3 × .06102 = in.3 U.S. gal. × 3.78543 = Litresmeter3 × 35.3145 = ft.3 U.S. quart × .946 = Litresmeter3 × 1.3079 = yard3 Litres × .26417 = U.S. gallons
Area
in.2 × 645.2 = millimeter2
in.2 × 6.452 = centimeter2
feet2 × .0929 = meter2
yard2 × .8361 = meter2
Acres × .4047 = HectaresAcres × .00405 = kilometer2
mile2 × 2.59 = kilometer2
millimeter2 × .00155 = inch2
centimeter2 × .155 = inch2
meter2 × 10.764 = feet2
meter2 × 1.196 = yard2
hectares × 2.471 = acreskilometer2 × 247.11 = acreskilometer2 × .3861 = mile2
Length
inches × 25.4 = millimetersinches × 2.54 = centimetersfeet × 30.48 = centimetersfeet × .3048 = metersyards × .9144 = metersmiles × 1.6093 = kilometersmillimeters × .03937 = inchescentimeters × .3937 = inchesmeters × 39.37 = inchesmeters × 3.281 = feetmeters × 1.094 = yardskilometers × 3280.9 = feetkilometers × 1093.6 = yardskilometers × .621 = miles1 millimicron = .001 micron1 micron = .001 millimeter
213
VOLUMES AND SURFACE AREAS OFGEOMETRICAL SOLIDS
Total Surface = r (4h + c).2c = 2 h(2r–h)
Total Surface = 3.1416 × 3 (4 × + 5.657)2=64.407 Ans.
Example: r = 3; h = 2.
Chord c = 4(2 × 3 × 2 –22) = 5.657
Volume = 2 r2h = 2.0944r2h3
Example: r = 3; h = 2Volume = 2.0944 × 32 × 2 = 37.6992 Ans.
Spherical Surface = 2 rh = (c2 + 4h2).4Example: r = 3; h = 2.Spherical Surface = 2 × 3.1416 × 3 × 2
= 37.6992 Ans.
Cylindrical Surface = dh = 3.1416dh
Total Surface = 2 r(r + h)
Surface = r2 + h2 = d2+h2
4
Area of Conical Surface = r r2 + h2
= 3.1416rs = 15708ds
Example: h = 2; r = 3.Volume = h2(r – h) = h( c2
+ h2
)3 8 6
Volume = 3.1416 × 22 (3 – 2 )= 29.3216 Ans.
3
c = circumferenceVolume = r2h = 0.7854d2hExample: d = 3; h = 6.
Volume = 3.1416 × (3)2 × 62
= 42.4116 Ans.
SEGMENT OF SPHERESPHERE
CYLINDER
CONE
SECTOR OF SPHERE
Surface = 4 2 = 12.5664r2 = d2
Example: r = 3.Surface = 4 × 3.1416 × 32 = 113.1 Ans.Volume = 4 3 = 4.1888r3
3Example: r = 4.Volume = 4.1888 × 43 = 268.08 Ans.
Volume = pd3= 0.5236d3
6
Volume = 1 r2h or 1 d2h3 12
= 3.1416r2h = 1.0472r2h3
= 0.2618d2h
dr
sh
c
h
r
c
h
r
d
r
d
hr
214
VOLUMES AND SURFACE AREAS OFGEOMETRICAL SOLIDS (Cont.)
CIRCULAR RING
QUADRANT
SEGMENT
SPANDREL
SECTOR
PARABOLA
ELLIPSE
Area = (R2 – r2) = 3.1416 (R2 – r2)Area = 0.7854 (D2 – d2) = 0.7854 (D – d)(D + d)Area = difference in area between the inner and
outer circles.Example: R = 4; r = 2Area = 3.1416(42 – 22) = 37.6992 Ans
Area = r2 = 0.785r2 = 0.3927c24
Example: r = 3; c = chordArea = 0.7854 × 32 = 7.08686 Ans.
Example: r = 3; Ø = 120ºArea = 3.1416 × 32 × 120 –5.196(3 – 1.5) =360 2
= 5.5278 Ans.
b = length of arc, Ø = angle in degreesc = chord = 4(2hr-h2)Area = 1 [br –c(r – h)] = r2 Ø – c(r – h)
2 360 2
When Ø is greater than 180º, then c × diffference
between r and h is added to the fraction r2Ø360
2
Area = br = r2 Ø2 360º
b = length of arc; Ø angle in degreesExample: r = 3; Ø = 120ºArea = 3.1416 × 32 × 120 = 9.4248 Ans.360
Area = 0.2146r2
Example: r = 3Area = 0.2146 × 32 = 1.9314 Ans.
in which c = (4h)2
8Area = 2 sh3Example: s = 3; h = 4Area = 2 × 3 × 4 = 8 Ans.3
l = length of curved line = periphery – s
l = s2[ c(1+c) + 2.0326 × log ( c + 1+c)]
8h
Area = ab = 3.1416abCircumference = 2(a2 + b2)
[close approximation]Example: a = 3; b = 4Area = 3.1416 × 3 × 4 = 37.752 Ans.Circumference = 3.1416 2(9 + 16)
= 3.1416 × 50 = 3.1416 × 7.07 = 22.21 Ans.
rR
r
90ºc
c
r
b
r
b
r90º
c
s
h
l
a
b
215
VOLUMES AND SURFACE AREAS OFGEOMETRICAL SOLIDS (Cont.)
SQUARE
RECTANGLE AND PARALLELOGRAM
TRAPEZOID
TRIANGLES
TRAPEZIUM
REGULAR POLYGONS
CIRCLE
Area = abExample: s = 6; b = 3Area = 6 × 3 = 18 Ans
Diagonal = d = s 2Area = s2 = 4b2 = 0.5d2
Example: s = 6; b = 3Area = 62 = 36 AnsDiagonal = 6 × 1.414 = 8.484 Ans.
Area = 1 h(a + b)2
Example: a = 2; b = 4; h = 3
Area = 1 × 3(2 + 4) = 9 Ans.2
Area = 1 [a(h+h1)+bh1 + ch]2
Example: a = 4; b = 2; h = 3; h1 = 2
Area = 1 [4(3+2)+(2×2) + (2×3)] = 15 Ans.2
Formula applies to both figuresArea = 1 bh
2Example: h = 3; b = 5
Area = 1 (3 × 5) = 7.5 Ans.2
5 sides = 1.720477 s2 = 3.63271r2
6 sides = 2.598076 s2 = 3.46410r2
7 sides = 3.633912 s2 = 3.37101r2
8 sides = 4.828427 s2 = 3.31371r2
9 sides = 6.181824 s2 = 3.27573r2
10 sides = 7.694209 s2 = 3.24920r2
11 sides = 9.365640 s2 = 3.22993r2
12 sides = 11.196152 s2 = 3.24920r2
Area
n = number of sides; r = short radius;S = width of sides; R = long radius
Area = n S2cot. 180º = n R2sin. 360º4 n 2 n
= nr2tan180ºn
A = Area; d = diameter; p = circumferenceor periphery; r = radius.
p = d = 3.1416d.A = r2 = 3.1416r2
s b
b
d
a
b
h
b
a ch
b
ch
ba c
hh1
a
bd
a
b
r
sr
s
r
d
216
°C °F °C °F °C °F °C °F01234
238.336.534.732.93
5464748494
3118.4116.6114.8112.021
1929394959
8.5916.7914.9912.102
302
731831931041141
6.8724.0822.282
4828.582
56789
148.246.444.642.84
0515253545
2218.3216.5214.7212.921
69798999001
8.4026.6024.8022.012
212
241341441541641
6.7824.9822.192
3928.492
0111213141
058.156.354.552.75
5565758595
1318.2316.4314.6312.831
101201301401501
8.3126.5124.7122.912
122
741841941051151
6.6924.8922.003
2038.303
515.51
617181
9506
8.066.264.46
0616263646
0418.1416.3414.5412.741
601701801901011
8.2226.4224.6222.822
032
251351451551651
6.5034.7032.903
1138.213
9102122232
2.6686
8.966.174.37
5666768696
9418.0516.2514.4512.651
111211311411511
8.1326.3324.5322.732
932
751851951061161
6.4134.6132.813
0238.123
4252627282
2.5777
8.876.084.28
0717273747
8518.9516.1614.3612.561
611711811911021
8.0426.2424.4422.642
842
261361461561661
6.3234.5232.723
9238.033
9203132333
2.4868
8.786.984.19
5767778797
7618.8616.0714.2712.471
121221321421521
8.9426.1524.3522.552
752
761861961071171
6.2334.4332.633
8338.933
4353637383
2.3959
8.696.894.001
0818283848
6718.7716.9714.1812.381
621721821921031
8.8526.0624.2622.462
662
271371471571671
6.1434.3432.543
7438.843
930414243444
2.201401
8.5016.7014.9012.111
586878889809
5818.6816.8814.0912.291
491
131231331431531631
8.7626.9624.1722.372
5728.672
771871971081181281
6.0534.2532.4532.6538.7536.953
EQUIVALENT TEMPERATURE READINGSCelsius and Fahrenheit Scales
Cº = 5 (Fº – 32º) Fº = 9 Cº + 32º9 5
217
DECIMAL AND MILLIMETER EQUIVALENTS of 4ths,8ths, 16ths, 32nds and 64ths
noitcarFlamiceDtnelaviuqE
retemilliMtnelaviuqE
noitcarFlamiceDtnelaviuqE
retemilliMtnelaviuqE
sht8dnasht4 sht461/81/43/81/25/83/47/8
521.052.573.005.526.057.578.
571.3053.6525.9007.21578.51050.91522.22
1/ 463/ 465/ 467/ 469/ 4611 / 4631 / 4651 / 4671 / 4691 / 4612 / 4632 / 4652 / 4672 / 4692 / 4613 / 4633 / 4653 / 4673 / 4693 / 4614 / 4634 / 4654 / 4674 / 4694 / 4615 / 4635 / 4655 / 4675 / 4695 / 4616 / 4636 / 46
526510.578640.521870.573901.526041.578171.521302.573432.526562.578692.521823.573953.526093.578124.521354.573484.526515.578645.521875.573906.526046.578176.521307.573437.526567.578697.521828.573958.526098.578129.521359.573489.
793.191.1489.1877.2275.3663.4951.5359.5747.6145.7433.8821.9229.9617.01905.11303.21790.31198.31486.41874.51272.61660.71958.71356.81744.91142.02430.12828.12226.22614.32902.42300.52
sht611/ 613/ 615/ 617/ 619/ 6111 / 6131 / 6151 / 61
5260.5781.5213.5734.5265.5786.5218.5739.
885.1367.4839.7311.11882.41364.71836.02318.32
sdn231/ 233/ 235/ 237/ 239/ 2311/ 23
31 / 2351 / 2371 / 2391 / 23
21/ 2332 / 2352 / 2372 / 2392 / 2313 / 23
52130.57390.52651.57812.52182.57343.52604.57864.52135.57395.52656.57817.52187.57348.52609.57869.
497.183.2969.3655.5441.7137.8913.01609.11494.31180.51966.61652.81448.91134.12910.32606.42
218
AREAS AND CIRCUMFERENCES OF CIRCLES
.aiD aerA .riC .aiD aerA .riC .aiD aerA .riC
1/81/43/81/25/8
3210.01940.04011.03691.07603.0
6293.4587.
871.1075.1369.1
6161 1/271
71 1/281
60.10228.31289.62225.04264.452
62.0538.1504.3579.4545.65
4555657585
2.09228.57320.36427.15520.2462
6.9617.2719.5710.9712.281
3/47/81
11/811/4
7144.03106.04587.00499.0
722.1
653.2847.2141.3435.3729.3
81 1/291
91 1/202
02 1/2
08.86225.38246.89261.41360.033
11.8596.9562.1638.2604.46
9506162636
9.33724.72824.22924.91032.7113
3.5814.8816.1917.4919.791
13/811/215/813/417/8
484.1767.1370.2504.2167.2
913.4217.4501.5794.5098.5
1212 1/222
22 1/232
63.64350.36331.08306.79374.514
79.5645.7611.9686.0752.27
4656667686
9.61233.81332.12436.52536.1363
0.1022.4023.7024.0126.312
221/421/223/43
141.3679.3809.4939.5860.7
382.6860.7458.7936.8424.9
32 1/242
42 1/25262
37.33493.25434.17478.09439.035
28.3793.5769.6745.8786.18
9607172737
2.93734.84832.95935.17043.5814
7.6129.9120.3221.6223.922
31/431/233/44
41/2
592.8126.9440.11665.21409.51
12.0199.0187.1165.2131.41
7282920313
55.27557.51625.06668.60767.457
28.4869.7801.1942.4983.79
4757677787
8.00348.71444.63540.65643.8774
4.2326.5327.8329.1420.542
551/26
61/27
536.91857.32472.82381.33484.83
07.5172.7148.8124.0299.12
2333435363
42.40803.55829.70911.269
8.7101
5.0016.3018.6019.9010.311
9708182838
6.10945.62050.35150.18256.0145
1.8423.1524.4526.7527.062
71/28
81/29
91/2
871.44562.05547.65716.36288.07
65.3231.5207.6272.8248.92
7383930414
2.57011.43115.49116.65212.0231
2.6113.9115.2216.5218.821
4858687888
7.14555.47658.80856.44951.2806
8.3620.7621.0723.3724.672
0101 1/2
1111 1/221
21 1/2
45.8795.6830.5968.30190.31117.221
14.1389.2355.4321.6396.7372.93
243444546474
4.58312.25415.02514.09519.16619.4371
9.1310.5312.8313.1415.4416.741
980919293949
1.12267.16368.30566.74669.29767.9396
6.9727.2828.5820.9821.2923.592
3131 1/241
41 1/251
51 1/2
37.23131.34139.35131.56117.67196.881
48.0414.2489.3455.5421.7496.84
849405152535
5.90817.58815.36918.24027.32121.6022
7.0519.3510.7512.0613.3615.661
5969798999
2.88072.83278.98379.24577.7967
4.8925.1037.4038.7030.113
219
FUNCTIONS OF ANGLES
elgnA niS soC naT elgnA niS soC naT
012345
000.0710.0530.0250.0070.0780.0
000.1.0 999.0 999.0 999.0 899.0 699
000.0710.0530.0250.0070.0780.0
6474849405
917.0137.0347.0557.0667.0
.0 596
.0 286
.0 966
.0 656
.0 346
40.170.111.151.191.1
678901
501.0221.0931.0651.0471.0
.0 599
.0 399
.0 099
.0 889
.0 589
501.0321.0141.0851.0671.0
1525354555
777.0887.0997.0908.0918.0
.0 926
.0 616
.0 206
.0 885
.0 475
32.182.133.183.134.1
1121314151
191.0802.0522.0242.0952.0
.0 289
.0 879
.0 479
.0 079
.0 669
491.0312.0132.0942.0862.0
6575859506
928.0938.0848.0758.0668.0
.0 955
.0 545
.0 035
.0 515
.0 005
84.145.106.166.137.1
6171819102
672.0292.0903.0623.0243.0
.0 169
.0 659
.0 159
.0 649
.0 049
782.0603.0523.0443.0463.0
1626364656
578.0388.0198.0898.0609.0
.0 584
.0 964
.0 454
.0 834
.0 324
08.188.169.150.241.2
1222324252
853.0573.0193.0704.0324.0
.0 439
.0 729
.0 129
.0 419
.0 609
483.0404.0424.0544.0664.0
6676869607
419.0129.0729.0439.0049.0
.0 704
.0 193
.0 573
.0 853
.0 243
52.263.284.216.257.2
6272829203
834.0454.0964.0584.0005.0
.0 898
.0 198
.0 388
.0 578
.0 668
884.0015.0235.0455.0775.0
1727374757
649.0159.0659.0169.0669.0
.0 623
.0 903
.0 292
.0 672
.0 952
09.280.372.394.337.3
1323334353
515.0035.0545.0955.0475.0
.0 758
.0 848
.0 938
.0 928
.0 918
106.0526.0946.0576.0007.0
6777879708
079.0479.0879.0289.0589.0
.0 242
.0 522
.0 802
.0 191
.0 471
10.433.407.441.576.5
6373839304
885.0806.0616.0926.0346.0
.0 908
.0 997
.0 887
.0 777
.0 667
727.0457.0187.0018.0938.0
1828384858
889.0099.0399.0599.0699.0
.0 651
.0 931
.0 221
.0 501
.0 780
13.621.741.815.934.11
1424344454
656.0996.0286.0596.0707.0
.0 557
.0 347
.0 137
.0 917
.0 707
968.0009.0339.0669.0000.1
6878889809
899.0999.0999.0999.0000.1
.0 070
.0 250
.0 530
.0 710
.0 000
03.4180.9146.8282.75ytinifnI
220
WEIGHTS OF STEEL PLATES AND FLAT BARS
ssenkcihT thgieW ssenkcihT thgieW ssenkcihT thgieW1/ 61 "1/8"
3/ 61 "1/4"
5/ 61 "
5212.0524.5736.0058.0060.1
7/8"51 / 61 "
1"
11/ 61 "
11/8"
579.2881.3004.3316.3528.3
13/4"
1 31 / 61 "
17/8"
1 51 / 61 "
2"
059.5361.6573.6885.6008.6
3/8"7/ 61 "1/2"
9/ 61 "5/8"
0572.10884.10007.10319.10521.2
13/ 61 "
11/4"
15/ 61 "
13/8"
17/ 61 "
830.4052.4364.4576.4888.4
21/8"
21/4"
23/8"
21/2"
25/8"
522.7056.7570.8005.8529.8
11 / 61 "3/4"
31 / 61 "
0833.20055.20367.2
11/2"
19/ 61 "
15/8"
1 11 / 61 "
001.5313.5525.5837.5
23/4"
27/8"
3"
053.9577.9002.01
eziS .dR .xeH .qS eziS .dR .xeH .qS1/ 61 "3/ 23 "
1/8"5/ 23 "3/ 61 "
010.320.240.560.490.
210.620.640.270.401.
310.030.350.380.021.
72 / 23 "7/8"
92 / 23 "51 / 61 "13 / 23 "
09.140.291.253.215.2
01.252.224.295.267.2
24.206.297.299.291.3
7/ 23 "1/4"
9/ 23 "5/ 61 "11 / 23 "
821.761.112.162.613.
141.481.332.882.843.
361.212.962.233.204.
"111/ 61 "11/8"
13/ 61 "11/4"
76.210.383.377.371.4
59.223.337.351.406.4
04.348.303.408.413.5
3/8"31 / 23 "7/ 61 "51 / 23 "
1/2"
673.144.115.785.766.
414.684.465.746.637.
874.165.156.747.058.
15/ 61 "13/8"
17/ 61 "11/2"15/8"
06.450.525.510.650.7
70.575.590.636.687.7
68.534.630.756.789.8
71 / 23 "9/ 61 "91 / 23 "
5/8"12 / 23 "
457.548.149.
40.151.1
138.239.
30.151.172.1
069.80.102.133.164.1
13/4"17/8"
"221/8"21/4"
81.893.986.0160.2125.31
20.963.0187.1103.3119.41
14.0159.1106.3153.5112.71
11 / 61 "32 / 23 "
3/4"52 / 23 "31 / 61 "
62.183.105.136.167.1
93.125.166.108.149.1
16.167.119.180.242.2
23/8"21/2"23/4"
"3
60.5196.6102.0230.42
16.6104.8172.2205.62
81.9152.1217.5206.03
To find weight per foot in lbs. of flat steel, multiply width in inchesby figure listed below: (To find weight per square foot in lbs. ofsteel plates, multiply figures listed below by 12.)
WEIGHTS OF STANDARD STEEL BARS(Wt. in lbs., per lineal foot)
221
tinUyramotsuC.S.U yBdediviD )cirteM(otstrevnoC)diuqiL(ecnuO 1833.0 ertililliM
trauQ 96650.1 ertiLnollaG 71462. ertiL
)ecroF(dnuoP 18422. notweN)ssaM(ecnuO 72530. smarG)ssaM(dnuoP 26402.2 smargoliK
hcnI 3 20160. ertemitneC 3
draY 3 59703.1 erteM 3
)egaG(ISP 77305.41 raB)ssertS(ISP 7730.541 lacsapageMtooFdnuoP 65737. erteMnotweN
hcnIrePdnuoP 41017.5 ertemilliMrePnotweN)ecnalaB(hcnIecnuO 47883.1 erteMmarG
tiehnerhaF° )8.1(23— suicleC°eliM 73126. ertemoliK
tinUcirteM yBdeilpitluM )yramotsuC.S.U(otstrevnoCertiL 96650.1 trauQ
ertililliM 18330. )diuqiL(ecnuOertemitneC 3 20160. hcnI 3
erteM 3 59703.1 draY 3
margoliX 26402.2 )ssaM(dnuoPmargotceH 04725.3 )ssaM(ecnuO
marG 72530. )ssaM(ecnuOnotweN 18422. )ecroF(dnuoP
raB 77305.41 )egaG(ISPlacsapageM 7730.541 )ssertS(ISP
erteMmarG 47883.1 hcnIecnuOerteMnotweN 65737. tooFdnuoP
ertemilliMrePnotweN 41017.5 hcnIrePdnuoPsuicleC° 23+8.1 tiehnerhaF°ertemoliK 73126. eliMertemiceD 10739.3 hcnIertemitneC 07393. hcnI
ertiliceD 183.3 )diuqiL(ecnuO
NUMERIC CONVERSIONS
222
Aggregate, general information 171-193Aggregate required — spread loose (yards3) 193Aggregates required per yd.2 for concrete pavements 192Ampere rating of ac and dc motors 201-202Apron Feeder capacities 8Apron Feeders 11-13
Specifications — Capacities 12Horsepower 13
Belt Conveyors 160-170Belt conveyor tonnage chart 161Length of belt required for a belt conveyor 162Conveyor belt speeds — pulley revolutions per minute 163Maximum belt capacities 164Maximum recommended belt speeds 165Chart of inclined conveyors 166Measure of angles 167Horsepower required 168-169Selecting Idlers (number of idlers required) 170Idler spacing 170
Belt Feeders 17Capacity 10Horsepower 17
Bulk material characteristics 176-178Specifications 179-180
Coarse Material Washers 156-157Specifications — Capacities 157
Conversion tables and mathematical equations 207-221Areas and circumferences of circles 218Conversion table, linear feet to miles 207Decimal and millimeter equivalents 217Functions of angles 219Miscellaneous information 209Numeric conversions 221Recommended maximum torque value ±5% 208Temperature readings Celsius and Fahrenheit scales 216Volumes and surface areas of geometrical solids 213-215Weights and measures 210-212
Crushers 18-110General notes 18-19
Cyclone Classifiers 151-153Sand recovery with the Telsmith Cyclone 152Fast particle and fluid distribution 152Water capacity — 24" Telsmith Cyclone — st & rl 153
Dewatering & Classifying Tanks 148-149Specifications 149
Discharge Settings — Jaw Crusher 19Discharge Settings — Gyrasphere Crusher 19
INDEX
223
Double Roll Crushers 109Specifications — Capacities 109
Electric motor cross-reference “U-Frame” to “T-Frame” 203Electric motor frames — dimensions and tolerances 205Electrical conduit data 206Equalization of pipes 144Feeders 5-17
Applications 7Selecting of — data required for 6Selecting of — procedure for 6
Fine Material Washers 154-155Capacities 155
Flow velocity for standard-weight pipe 145Friction of water in pipes 142-143General crusher information 91Gyrasphere crushers 33-71Gyrasphere crushers — Series “D” 33-45
Capacities — Style S 35Capacities — Style FC 37Specifications — Style S 34Specifications — Style FC 36
Gyrasphere crushers — Series “H” 46-57Capacities — Style S 48Capacities — Style FC 49Specifications — Style S & FC 47
Gyrasphere crushers — “Silver Bullet” Series 58-71Capacities — Style S 60Capacities — Style FC 61Specifications — Style S & FC 59
Gyrasphere crushers No. 24 — Series “D” 38-39Screen analysis 38Screen analysis chart 39
Gyrasphere crushers No. 36 — Series “D” 40-41Screen analysis 40Screen analysis chart 41
Gyrasphere crushers No. 38 — “Silver Bullet” Series 62-63Screen analysis 62Screen analysis chart 63
Gyrasphere crushers No. 44 — Series “H” 50-51Screen analysis 50Screen analysis chart 51
Gyrasphere crushers No. 44 — “Silver Bullet” Series 64-65Screen analysis 64Screen analysis chart 65
Gyrasphere crushers No. 48 — Series “D” 42-43Screen analysis 42Screen analysis chart 43
INDEX (Cont.)
224
Gyrasphere crushers No. 52 — Series “H” 52-53Screen analysis 52Screen analysis chart 53
Gyrasphere crushers No. 52 — “Silver Bullet” Series 66-67Screen analysis 66Screen analysis chart 67
Gyrasphere crushers No. 57 — Series “H” 54-55Screen analysis 54Screen analysis chart 55
Gyrasphere crushers No. 57 — “Silver Bullet” Series 68-69Screen analysis 68Screen analysis chart 69
Gyrasphere crushers No. 66 — Series “D” 44-45Screen analysis 44Screen analysis chart 45
Gyrasphere crushers No. 68 — Series “H” 56-57Screen analysis 56Screen analysis chart 57
Gyrasphere crushers No. 68 — “Silver Bullet” Series 70-71Screen analysis 70Screen analysis chart 71
Gyratory breakers 102-105Screen analysis — 6B & 8B Gyratory Breakers 102Screen analysis — 10B & 13B Gyratory Breakers 103Screen analysis — 16B & 20B Gyratory Breakers 104Screen analysis — 25B Gyratory Breakers 105
Hardness of rocks 189Heavy Duty Vibrating Grizzly 136-137
Specifications — Floor Mounted 136Specifications — Pedestal Mounted 137
Horizontal Screens 130-131Specifications 131
Horsepower required for pumping water 141HSI Impact Crushers 82-85
Specifications — Capacities 83Screen analysis 84Screen analysis chart 85
Identifying code letters on alternating-current motors 200Instructions — data sheets showing screen analysis — crushers 21Intercone Crushers 106-108
Specifications — Capacities 106Screen analysis — No. 18 Intercone Crushers 107Screen analysis — No. 28 Intercone Crushers 108
Introduction 3Jaw Crushers 23-31
INDEX (Cont.)
225
Jaw Crushers 28-31Screen analysis 28 & 30Screen analysis chart (open circuit) 29 & 31
Log Washers 158-159Specifications — Capacities 159
Materials 175-180Mathematical equations 207-221
See Conversion Tables for informationMiscellaneous data 194-221MOHS scale of hardness 189Overhead Eccentric Jaw Crushers 10"×16" thru 22"×50" 24-25
Specifications 24Capacity 25
Overhead Eccentric Jaw Crushers 25"×40" thru 55"×66" 26-27Specifications 26Capacity 27
P.E.P Screens 134-135Specifications 135
Physical properties of the more common rocks 188Pillar Shaft Gyratory Crushers 101
Specifications — Capacities 101Preface 4Primary Impact Crushers 74-81
Specifications — Capacities 75Primary Impact Crushers 4246 76-77
Screen analysis 76Screen analysis chart 77
Primary Impact Crushers 4856 78-79Screen analysis 78Screen analysis chart 79
Primary Impact Crushers 6071 80-81Screen analysis 80Screen analysis chart 81
Roll Crushers 110Roller Bearing Gyrasphere Crushers 92-100
Specifications — Style S 92Specifications — Style FC 93Capacities — 1110 Gyrasphere Crushers 94Capacities — 1310 Gyrasphere Crushers 95Screen analysis — 1110 & 1310 Gyrasphere Crushers 96Capacities — 1510 Gyrasphere Crushers 97Capacities — 1710 Gyrasphere Crushers 98Capacities — 1900 Gyrasphere Crushers 99Screen analysis — 1510, 1710 & 1900 Gyrasphere Crushers 100
Rotary Screens 139Specifications — Capacities 139
Screens 112-139
INDEX (Cont.)
226
Specmaker Screens 128-129Specifications 129
Standard descriptive nomenclature 182-187Stockpile volumes 171-173
Volume of conical stockpile 171Volume of elongated or tent-shaped stockpiles 172Volumes of kidney shaped windrows 173
Super-Scrubbers 146-147Specifications — Capacities 147
Table Of Contents 2Table to determine overflow from sand classifiers and sand tanks 150Tests used to determine physical properties of rock 190-191Typical aggregate gradations 20U.S. sieve series and Tyler equivalents A.S.T.M. — E-11-61 125V-Belt Drives 195-199
V-belt drives — limiting dimensions 195Polyphase integral-hp induction motors 195V-belt drives — classical 196Horsepower Rating — classical 197V-belt drives — Narrow (Ultra-V) 198Horsepower Rating — Narrow (Ultra-V) 199
Valu-King Screens 132-133Specifications 133
Vertical Shaft Impactor (VSI) 86-90Production characteristics 88-90
VFC Crushers 72Specifications 73
Vibro-King Screens 126-127Specifications 127
Vibrating Feeders and Grizzly Feeders at standard mounting angles 9Vibrating Feeders and Vibrating Grizzly Feeders 14-16
Specifications – Vibrating Feeders and Grizzly Feeders 15Capacities – Vibrating Feeders and Grizzly Feeders 15Specifications – Electromagnetic Vibrating Feeders 16Capacities – Electromagnetic Vibrating Feeders 16
Vibrating Screens 113-124Capacity — selection 113Selection guide 114Capacity — selection 115Capacity 116-121Capacity of spray nozzles for Telsmith vibrating screens 122Screen cloth information 123Selection of wire diameters for woven screen cloth 124
Washing equipment 140-159Weights of materials 189Weights of standard steel bars 220Weights of steel plates and flat bars 220
INDEX (Cont.)
10910 North Industrial DriveMequon, WI 53092Tel: 262-242-6600Fax: 262-242-5812E-mail: [email protected]: www.telsmith.com
1000-03/04