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Submission folder
Customer Hotline Customer Hotline Hong Kong 8228 8118Macau (Toll free) 00800- 8228 8118
Websitewww.hilti.com.hk
Hilti X-U Nails
Submission Folder
Sample Submission and Approval Form 2 - 7
Product Information 8 - 15 - X-FCM Grating Disc-DX 460 Tool
Technical Information 15 - 26
Government LetterLabour Department 27 - 32Building Department 33 - 34
Country of Origin 35 - 37
Job Reference 38
Page 1 March 2012
SAMPLE SUBMISSION AND APPROVAL FORMContract Title: Ref. No.:
Date:Ref. No. ofPreviousSubmission:
Contract No: (1)File Reference: (2)
DETAILS OF SUBMISSIONTo: Contract Manager's Representative Attention:From:
The enclosed sample and catalogue* I certificate of origin* I technical data* I test report* 1 job reference* asdescribed below have been checked for compliance with the Specifications and Drawings, and are submitted forapproval.
1. General lnformationa. Material Description X-FCM Grating Disc
b. Location:
c. Specification Ref. Page: Item:
d. Drawing Ref. No.
e. B.Q. Ref.No.:
f. Anticipated date of approval:
2. Technical lnformationThe submitted sample has been checked against the specification and drawings as listed below:-
Specification Requirements Submitted Sample(State details against each item)
a. BrandNot specified Hilti
b. Country of OriginNot specified Austria
c. Supplier (with Applicator, if any)
Not specified Hilti (Hong Kong) Ltd
Page 2 March 2012
d. AppearanceNot specified According to the sample submitted
e. Color +Not specified NIL
f. SpecificationNot specified Attached
g. Manufacturer's CatalogueNot specified Attached
h. Test Report (Original/Certificated True Copy)Not specified Attached
i. Previous Job ReferenceNot specified Attached
j. Supplementary InformationNot specified NIL
For and on behalf of the Contractor
(Quality Control Manager)
CONTRACT MANAGER'S COMMENTSTo:From: Contract Manager's Representative:On the basis of the sample and information given, the above sample submitted is:(1) * Approved.(2) * Not approved because
Remarks:
Approval does not alter the requirements of the ContractContract Manager's Representative:
Date:
CC.
(* Delete if appropriate)(+ For glass or vitreous mosaic tiles, the contractor is required to confirm the colour range(s) of thesubmitted sample, i.e. a) light and or medium; or b) dark)
Page 3 March 2012
SAMPLE SUBMISSION AND APPROVAL FORMContract Title: Ref. No.:
Date:Ref. No. ofPreviousSubmission:
Contract No: (1)File Reference: (2)
DETAILS OF SUBMISSIONTo: Contract Manager's Representative Attention:From:
The enclosed sample and catalogue* I certificate of origin* I technical data* I test report* 1 job reference* asdescribed below have been checked for compliance with the Specifications and Drawings, and are submitted forapproval.
1. General lnformationa. Material Description X-EM Threaded Stud
b. Location:
c. Specification Ref. Page: Item:
d. Drawing Ref. No.
e. B.Q. Ref.No.:
f. Anticipated date of approval:
2. Technical lnformationThe submitted sample has been checked against the specification and drawings as listed below:-
Specification Requirements Submitted Sample(State details against each item)
a. BrandNot specified Hilti
b. Country of OriginNot specified Liechtenstein
c. Supplier (with Applicator, if any)
Not specified Hilti (Hong Kong) Ltd
Page 4 March 2012
d. AppearanceNot specified According to the sample submitted
e. Color +Not specified NIL
f. SpecificationNot specified Attached
g. Manufacturer's CatalogueNot specified Attached
h. Test Report (Original/Certificated True Copy)Not specified Attached
i. Previous Job ReferenceNot specified Attached
j. Supplementary InformationNot specified NIL
For and on behalf of the Contractor
(Quality Control Manager)
CONTRACT MANAGER'S COMMENTSTo:From: Contract Manager's Representative:On the basis of the sample and information given, the above sample submitted is:(1) * Approved.(2) * Not approved because
Remarks:
Approval does not alter the requirements of the ContractContract Manager's Representative:
Date:
CC.
(* Delete if appropriate)(+ For glass or vitreous mosaic tiles, the contractor is required to confirm the colour range(s) of thesubmitted sample, i.e. a) light and or medium; or b) dark)
Page 5 March 2012
SAMPLE SUBMISSION AND APPROVAL FORMContract Title: Ref. No.:
Date:Ref. No. ofPreviousSubmission:
Contract No: (1)File Reference: (2)
DETAILS OF SUBMISSIONTo: Contract Manager's Representative Attention:From:
The enclosed sample and catalogue* I certificate of origin* I technical data* I test report* 1 job reference* asdescribed below have been checked for compliance with the Specifications and Drawings, and are submitted forapproval.
1. General lnformationa. Material Description X-CRM Threaded Stud
b. Location:
c. Specification Ref. Page: Item:
d. Drawing Ref. No.
e. B.Q. Ref.No.:
f. Anticipated date of approval:
2. Technical lnformationThe submitted sample has been checked against the specification and drawings as listed below:-
Specification Requirements Submitted Sample(State details against each item)
a. BrandNot specified Hilti
b. Country of OriginNot specified Liechtenstein
c. Supplier (with Applicator, if any)
Not specified Hilti (Hong Kong) Ltd
Page 6 March 2012
d. AppearanceNot specified According to the sample submitted
e. Color +Not specified NIL
f. SpecificationNot specified Attached
g. Manufacturer's CatalogueNot specified Attached
h. Test Report (Original/Certificated True Copy)Not specified Attached
i. Previous Job ReferenceNot specified Attached
j. Supplementary InformationNot specified NIL
For and on behalf of the Contractor
(Quality Control Manager)
CONTRACT MANAGER'S COMMENTSTo:From: Contract Manager's Representative:On the basis of the sample and information given, the above sample submitted is:(1) * Approved.(2) * Not approved because
Remarks:
Approval does not alter the requirements of the ContractContract Manager's Representative:
Date:
CC.
(* Delete if appropriate)(+ For glass or vitreous mosaic tiles, the contractor is required to confirm the colour range(s) of thesubmitted sample, i.e. a) light and or medium; or b) dark)
Page 7 March 2012
Direct Fastening Systems
166Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk
6
Fastening shear connectors on steelFastening shear connectors for steel-concrete composite beams. Cartridge to be used: 6.8 / 18M
DX 76 MX equipment for fastening shear connectorsDescription Ordering designation Package content (pcs) Item no.
Fastener guide X-76-F-HVB 1 � 00285486 ★Piston X-76-P-HVB 1 � 00285493 ★
Single nails X-ENP-21 HVB 100 � 00283512 ★
X-HVB shear connectorHeight (mm) Ordering designation PRK PRD Package content (pcs) Item no.
80 X-HVB 80 23 18 250 � 00239357 ★95 X-HVB 95 28 23 250 � 00239358 ★110 X-HVB 110 35 28 250 � 00239359 ★125 X-HVB 125 35 28 250 � 00239360 ★140 X-HVB 140 35 28 250 � 00239361 ★PRK: Characterislic shear resistance kN | PRO: Design shear resistance kN (Qp in BS5950:3:3:1:1990) see Hilti Direct Fastening Technology Manual for details
�
�
�
�AdvantagesDX fastening instead of welded studs: A quick, mobile, self-contained, all-weather system requiring no heavy equipment.Avoids damage to the substructure: Virtually no damage to coatings on sheet metal and beams. Also for fastening to unusual materials such as wrought iron (renovation).Easy to handle: Quickly-learned fastening method, no specialists required. Easy visual check of fastening quality.Comprehensive service for planners and sheet metal installers: PC program for static design calculation of composite systems, personnel training, on-site support.
Fastening gratings / checker plate
DX 76 MX equipment for fastening gratingsDescription Ordering designation Package content (pcs) Item no.
Fastener guide, complete X-76-F-10 1 � 00285487 ★Centering device, 25 mm dia. - 1 � 00385349 ★Centering device, 30 mm dia. - 1 � 00385350 ★Piston for threaded studs X-76-P-GR 1 � 00285492 ★Piston stopper X-76-PS 1 � 00285494 ★Grating disc X-FCM 25/30 100 � 00026582 ★Grating disc X-FCM 35/40 100 � 00026583 ★Grating disc X-FCM 45/50 100 � 00026584 ★Grating disc X-FCM-R 25/30 100 � 00247181 ★Grating disc X-FCM-R 35/40 100 � 00247182 ★Grating disc X-FCM-R 45/50 100 � 00247183 ★Grating disc X-FCP-F 200 � 00308859 ★Grating disc X-FCP-R 200 � 00308860 ★Threaded stud X-EM8H 15-12 FP10 100 00271982 ★Threaded stud X-CRM8 15-12 FP10 100 00372034 ★
Applications■ Fastening gratings and industrial flooring on metal profiles (thickness at least 6 mm)
■ Industrial buildings and power plants
■ Shipbuilding
■ Food-processing industry
■ Chemicals and oil industry
■ Steel and metal construction trades
■ Public buildings
�
�
�
�
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X-FCM X-FCPAdvantages■ Quick and easy to install: Up to 120
fastenings per hour■ Trouble-free, one-man operation■ Versatile and mobile: No external power
source required■ Secure: Verified holding power, highly ductile nails■ Also available in stainless steel
★ Special RequestPage 8 March 2012
Direct Fastening Systems
159 Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk
X-M6 / X-M8, X-EM6 / X-EM8 threaded studs
X-M6 threaded studFor fastening to concrete, 3.7 mm shank diameter, 8 mm plastic guidance sleeve
Order designation Thread length (mm) Shank length (mm) Package content (pcs) Item no.
X-M6-11-22FP8 11 22 100 00306076 ★X-M6-11-27FP8 11 27 100 00306077 ★X-M6-20-22FP8 20 22 100 00306078 ★X-M6-20-27FP8 20 27 100 00306079 ★
X-M8 threaded studFor fastening to concrete, 4.5 mm shank diameter, 8 mm plastic washer
Order designation Thread length (mm) Shank length (mm) Package content (pcs) Item no.
X-M8-15-27P8 15 27 100 00306092 ★X-M8-15-42P8 15 42 100 00306094 ★X-M8-20-32P8 20 32 100 00306096 ★
X-EM6H threaded stud (use with DX 460)For fastening to steel, 3.7 mm shank diameter, 8 mm plastic guidance sleeve
Order designation Thread length (mm) Shank length (mm) Package content (pcs) Item no.
X-EM6H-8-9 FP8 8 8.5 100 00271965 ★X-EM6H-11-9 FP8 11 8.5 100 00271963 ★X-EM6H-20-9 FP8 20 8.5 100 00271961 ★
X-EM8 threaded stud (use with DX 460)For fastening to steel, 4.5 mm shank diameter, 8 mm plastic washer
Order designation Thread length (mm) Shank length (mm) Package content (pcs) Item no.
X-EM8H-11-12 P8 11 12 100 00271983 ★X-EM8H-15-12 P8 15 12 100 00271981 ★
For all the technical details, please refer to Direct Fastening Technology Manual.
X-M10 / X-EM10 threaded studs
X-M10 / X-EM10 threaded studX-M10 for fastening to concrete, X-EM10 for fastening to steel, 4.5 mm shank diameter, 10 mm plastic washer
Order designation Thread length (mm) Shank length (mm) Package content (pcs) Item no.
X-M10-24-32 P10 24 32 100 00026413 ★X-EM10H-24-12 P10 24 12 100 00271984 ★
★ Special Request
Page 9 March 2012
Direct Fastening Systems
158Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk
6
★ Special Request
Stainless steel nailX-CR
X-CR stainless steel nail (use with DX 460)Corrosion resistant nails for fastening to concrete and steel, 3.7 mm shank diameter, 8 mm plastic washer
Order designation Shank length (mm) Package content (pcs) Item no.
X-CR 14 P8 14 100 00306701 ★X-CR 16 P8 16 100 00247356 ★X-CR 18 P8 18 100 00247357 ★X-CR 21 P8 21 100 00247358X-CR 24 P8 24 100 00247359 ★X-CR 29 P8 29 100 00247360 ★X-CR 34 P8 34 100 00247361 ★X-CR 39 P8 39 100 00247362 ★X-CR 44 P8 44 100 00247363 ★
X-CR stainless steel threaded studs (use with DX 460)Corrosion resistant stud nails for fastening to steel, 3.7 / 4.5 mm shank diameter, 8 mm plastic washer
Order designation Thread length (mm) Shank length (mm) Package content (pcs) Item no.
X-CR M6 11-12 FP8 11 12 100 00255902 ★X-CR M6 22-12 FP8 22 12 100 00255903 ★X-CR M8 11-12 P8 11 12 100 00255908 ★X-CR M8 22-12 P8 22 12 100 00255909 ★X-CR M8 15-12 P8 15 12 100 00372033 ★
X-CR mesh nail (use with DX 460)For mesh application, in external area, concrete and masonry, 23 mm steel washer
Order designation Thread length (mm) Shank length (mm) Package content (pcs) Item no.
X-CR 21 P8 S23 3.7 21 500 03457801Item no.
Hanger systemX-HS
X-HS for fastening suspended ceiling, trunking, conduit with threaded rod to concrete and steelOrder designation Base material Internal thread diameter (mm) Package content (pcs) Item no.
X-HS M6 U 27 P8 Concrete 6 100 00386223 ★X-HS M8 U 27 P8 Concrete 8 100 00386224 ★X-HS M10 U 27 P8 Concrete 10 100 00386225 ★X-HS M6 U 19 P8 Steel 6 100 00386213 ★X-HS M8 U 19 P8 Steel 8 100 00386214 ★X-HS M10 U 19 P8 Steel 10 100 00386215 ★
Ceiling clipX-CC
X-CC for fastening suspended ceiling or temporary cable with wire to concreteOrder designation Base material Shank length (mm) Package content (pcs) Item no.
X-CC U 16 P8 Steel 16 100 00386228 ★X-CC U 22 P8 Hard Concrete 22 100 00386229 ★X-CC U 27 P8 Concrete 27 100 00386230
Page 10 March 2012
Direct Fastening Systems
151 Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk
★ Special Request
Powder-actuated toolDX 460The DX460 combines a high level of user-friendliness with extreme reliability for a large variety of applications
Applications■ Ceiling fastenings to fix ceiling brackets
■ Securing formwork and making general fastenings
■ Fastening parts in steel construction
Advantages■ Reliability: An optimised tool concept and completely new magazine design for
a long service life, even when carrying out demanding serial fastenings
■ Unbelievable versatility: A tool for manifold applications in building construction and civil engineering. The DX 460 comes with well-conceived solutions for the insulation trade and trouble-free fastening to very different base materials.
■ Simplicity itself: The DX 460 can be taken apart and re-assembled quickly and easily without any tool. The new tool concept reduces cleaning and maintenance work to a minimum
Technical dataDX 460
Tool weight 3.25 kg (7.16 lb) 3.51 kg (7.78 lb) with magazine
Tool length 458 mm (18.03") 475 mm (18.7") with magazine
Magazine capacity 10 magazined nails from 14 to 72 mm
Cartridge 6.8 / 11 M in strips of 10, 4 power levels (green, yellow, red and black)
FLEET MANAGEMENT
OrderingOrder designation Package content Item No.
DX 460 powder-actuated tool Supplied in a toolbox made of impact-resistant and non-break plastic with a cleaning set, spare buffer, ear protectors, safety glasses, Hilti spray and operating instructions.
03485775
DX 460 MX72 powder-actuated tool with magazine
Supplied in toolbox made of impact-resistant and non-break plastic with a cleaning set, spare buffer, ear protectors, safety glasses, Hilti spray and operating instructions.
00371671 ★
Special cartridges 6.8/11 M
Power level Package content Order designation Color code Item no.
Light 100 6.8/11 M green 00050351 Medium 100 6.8/11 M yellow 00050352 Heavy 100 6.8/11 M red 00050353 Extra heavy 100 6.8/11 M black 00050354 ★
Page 11 March 2012
Direct Fastening Systems
152Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk
6
★ Special Request
Accessories
Order designation Item No. Magazine MX72 ■ 00371684 ★ For magazined nails up to 72 mm long (with splinter guard)
Fastener suide X-460-F8 ■ 00304529 ★ Standard Fastener guide X-460-F8N15 ■ 00373314 ★ For better accessibility, 15mm narrow
Fastener guide X-460-F8N10 ■ 00373315 ★ For better accessibility, 10 mm narrow Fastener guide X-460-F8S12 ■ 00373317 ★ For nails with 12 mm diameter steel washer
Fastener guide X-460-F8SS ■ 00373318 ★ With spall stop for 6 and 8 mm threaded studs
Fastener guide X-460-F10 ■ 00373319 ★ For 10mm threaded stud and nails
Fastener guide X-460-F10SS ■ 00373320 ★ With spall stop for 10 mm threaded studs
Fastener guide X-460-FIE ■ 00373321 ★ For X-IE insulation fasteners
Piston X-460-P8 ■ 00373297 Standard. for X-U, X-C, X-DNI, X-EDNI, X-ZF, X-FS, X-CR
Piston X-460-P8AL ■ 00373299 ★ For X-AL nails
Piston X-460-P8W ■ 00373298 ★ For overdriving nails
Piston X-460-P10 ■ 00373300 ★ For 10 mm threaded studs and nails
Piston X-460-PIE ■ 00373301 ★ For X-IE insulation fasteners
Piston X-460-PIEA ■ 00373302 ★ For X-IE insulation fasteners with an approval
Stabilizer X-460-STAB ■ 00373322 ★ To support square pressing of the tool against a surface
DX 4
60
Page 12 March 2012
Direct Fastening Systems
153 Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk
Accessories
Order designation Item No. Washer holder X-460-WH23/36 ■ 00373331 ★ For placing nails with 23 and 36 mm dia. steel washers with the magazine
Buffer X-460-B ■ 00373330 ★
Spall guard X-460-SGF8 ■ 00373323 ★ For the standard fastener guide
Spall guard X-460-SGMX ■ 00373324 ★ For the MX 72 magazine
Pole tool X-PT 460 7FT ■ 00371661 ★ 2.1- meter (7ft)
DX 4
60
★ Special RequestPage 13 March 2012
Direct Fastening Systems
164Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk
6
Powder-actuated fastening toolDX 76 MXTool for heavy steel works
Applications■ Approved method of fastening profile metal sheets to steel substructures. The
approval covers the coordinated system of components consisting of the 6.8 / 18M cartridge, X-ENP nail for profile metal sheets and the DX76 powder-actuated fastening tool.
Technical dataDX 76 MX
Weight 4.35 kg
Length of tool 450 mm
Suitable nails X-ENP-19 L15 MX, ENP2K-20 L15 MX
Magazine capacity 10 nails / 10 cartridges
Cartridges 6.8 / 18 M cartridge in magazine strips of 10, 5 power levels (green, yellow, blue, red, black)
Advantages■ Magazine technology: Very quick fastening without reloading
(10 cartridges / 10 nails)
■ Outstanding ergonomic design:
- Single-finger trigger for comfortable operation- Well-padded grip- Good balance
■ Easy cleaning and maintenance
■ Power regulation
■ Solid piston stopper for long life
FLEET MANAGEMENT
OrderingOrder designation Package content Item No.
DX 76 MX complete with nail magazine
Equipped with MX 76 magazine and supplied in an impact-resistant plastic toolbox complete with cleaning set, ear protectors, protective goggles and Hilti lubricant spray.
00285793 ★
★ Special Request
Special cartridges 6.8/18M caliber
Power level Package content Order designation Color code Item no.
Light 100 6.8/11 M green 00050601 ★ Medium 100 6.8/11 M yellow 00050602 ★ Heavy 100 6.8/11 M blue 00050606 ★ Very heavy 100 6.8/11 M red 00050603 ★Extra heavy 100 6.8/11 M black 00050604 ★
Page 14 March 2012
Direct Fastening Systems
165 Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk★ Special Request
Fastening profile metal sheets on steel (6 mm up to solid steel) Description Ordering designation Package content (pcs) Item no.
Nail for profile metal sheets X-ENP-19 L15 100 00283506 ★ Nail for profile metal sheets X-ENP-19 L15 MX 1000 00283507 ★ Piston (incl. piston stopper) X-76-P-ENP 1 00285488 ★
Fastening profile metal sheets on steel (3 mm-8 mm) Description Ordering designation Package content (pcs) Item no.
Nail for profile metal sheets ENP2K-20 L15 100 00285114 ★ Nail for profile metal sheets ENP2K-20 L15 MX 1000 00285115 ★ Piston (incl. piston stopper) X-76-P-ENP2K 1 00285489 ★
Sealing Cap for X-ENP nails Description Package content (pcs) Item no.
Sealing cap SDK 2 500 00052708 ★ Setting tool for SDK 2 1 00059300 ★
Steel thickness 6 mm up to solid steelX-ENP nail
ETA-04/0101
Accessories
Order designation Item No. Fastener guide X-76-F-15 ■ 00285483
Fastener magazine MX 76 ■ 00285521 ★
Piston (incl. piston stopper) X-76-P-ENP ■ 00285488 ★
Piston stopper X-76-PS ■ 00285494
Hilti lubricant spray (66 ml) ■ 00308976
Protective goggles, clear I-VO 805 PS ■ 00285780 ★
Protective goggles, tinted I-VO 808 PS ■ 00285781 ★
Cleaning set DX 76/860-ENP ■ 00371379 ★ consist of flat brush, 25 mm dia. round brush, 8 mm dia. round brush, pusher Splinter guard for DX 76 X-76-SG-F-15 ■ 00380179 ★
Splinter guard for DX 76 MX X-76-SG-MX-S ■ 00380201 ★
DX 7
6 M
X
Page 15 March 2012
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M, X
-FC
M-M
, X-F
CM
-Rre
sist
she
ar b
y fr
ictio
nan
d ar
e no
t sui
tabl
e fo
r exp
licit
shea
r loa
d de
sign
s,e.
g. d
iaph
ragm
s. D
epen
ding
on
surf
ace
char
acte
ris-
tics,
she
ar lo
ads
of u
p to
abo
ut 0
.3 k
N w
ill n
ot re
sult
in p
erm
anen
t def
orm
atio
n. T
here
fore
, sm
all u
nex-
pect
ed s
hear
load
s ca
n ge
nera
lly b
e ac
com
mod
at-
ed w
ithou
t dam
age.
X-F
CM
-R m
ean
ultim
ate
Nu,
man
d ch
arac
teris
tic N
test
tens
ile lo
ads:
Gra
ting
Hei
ght
Nu,
mn
sv
Nte
st,k
*Ty
peop
enin
g w
idth
[mm
][k
N]
–[k
N]
[%]
[kN
]
Rec
tang
le 3
0 m
m35
7.16
50.
284.
06.
5
Rec
tang
le 1
8 m
m35
13.9
3**
53.
0321
.86.
5
Rec
tang
le 3
6 m
m30
5.21
50.
316.
04.
5
Squ
are
30 m
m35
17
.02*
*5
0.76
4.5
11.0
Squ
are
18 m
m35
16
.77*
*5
2.30
13.7
11.0
*)
5%-F
ract
ile w
ith 7
5% c
onfid
ence
leve
l / F
acto
r k a
ccor
ding
to IS
O 1
2491
(199
7-05
-01)
, k =
2.4
6**
)Mix
ed fa
ilure
mod
e of
dis
c an
d st
ud p
ullo
ut fa
ilure
, all
othe
rs a
re d
isc
failu
res
HIL
TI
HIL
TI
Page 16 March 2012
03 /
2009
3.12
3
X-F
CM
Thi
ckne
ss o
f bas
e m
ater
ial
X-B
T
Ap
plic
atio
n re
qui
rem
ents
4.7 - 5.5 mm
tII
X-C
RM
and
X-E
M8 tII
X-F
CM
-R m
ean
ultim
ate
Vu,
man
d ch
arac
teris
tic V
test
shea
r loa
ds:
Gra
ting
Hei
ght
Vu,
mn
sv
Vte
st.k
*Ty
peop
enin
g w
idth
[mm
][k
N]
–[k
N]
[%]
[kN
]
Rec
tang
le 3
0 m
m25
1.45
50.
107.
0–
Rec
tang
le 3
0 m
m45
1.36
50.
2518
.5–
Rec
tang
le 1
8 m
m25
1.81
50.
7441
.1–
Rec
tang
le 1
8 m
m45
1.48
50.
139.
0–
Squ
are
30 m
m25
2.38
50.
239.
51.
0
Squ
are
30 m
m45
2.45
1 )5
0.29
12.0
1.0
Squ
are
18 m
m25
3.29
50.
144.
21.
0
Squ
are
18 m
m45
2.72
50.
269.
71.
0*)
5%
-Fra
ctile
with
75%
con
fiden
ce le
vel /
Fac
tor k
acc
ordi
ng to
ISO
124
91 (1
997-
05-0
1), k
= 2
.46
1 ) S
ee g
raph
- lo
ad d
ispl
acem
ent e
xam
ple
HIL
TI
HIL
TI
Load
dis
pla
cem
ent b
ehav
ior
– E
xam
ple
s:
00
24
68
1012
1416
12345678910 N [kN]
X-F
CM
-R r
ecta
ngul
ar 3
0 m
m
Dis
plac
emen
t [m
m]
0.0
02
46
810
1214
1618
20
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
V [kN]
X-F
CM
-R 4
5/50
squ
are
30 m
m
Dis
plac
emen
t [m
m]
2.43
0
2.19
02.
170
2.58
52.
875
Tens
ile lo
adS
hear
load
t II8
mm
t II6
mm
X-F
CM
3.12
403
/ 20
09
Thi
ckne
ss o
f fas
tene
d m
ater
ial
40
0
Steel thickness, tII [mm]
50
06
00
70
0
Ste
el str
en
gth
, Rm
[N
/mm
2]
8
10
12
14
16
18
20
45
05
50
65
0
1
2
3
40
05
00
60
07
00
8
10
12
14
16
18
20
45
05
50
65
0
1
2
3
Steel thickness, tII [mm]
Ste
el str
en
gth
, Rm
[N
/mm
2]
Sp
acin
g a
nd e
dg
e d
ista
nces
cc
ss
cc
ss
X-C
RM
, EM
8E
dge
dist
ance
s:
c 15
mm
Spa
cing
: s
15 m
m
X-B
TE
dge
dist
ance
: c
6 m
mS
paci
ng:
s 15
mm
Gra
ting
hei
ght
: 25–
50 m
m w
ith s
tand
ard
X-F
CM
. For
oth
er d
imen
sion
s sp
ecia
l X-F
CM
are
avai
labl
e on
dem
and.
Co
rro
sio
n in
form
atio
n Th
e in
tend
ed u
se o
f sta
ndar
d ca
rbon
ste
el fa
sten
ers
only
com
pris
es fa
sten
ings
whi
ch a
re n
otdi
rect
ly e
xpos
ed to
ext
erna
l wea
ther
con
ditio
ns o
r moi
st a
tmos
pher
es. F
or o
ut-d
oor a
pplic
a-tio
ns s
tain
less
ste
el fa
sten
ers
have
to b
e us
ed, s
ee fa
sten
er s
elec
tion.
Fur
ther
det
aile
d in
for-
mat
ion
on c
orro
sion
see
cor
resp
ondi
ng c
hapt
er in
sec
tion
Dire
ct F
aste
ning
Tec
hnol
ogy
and
Fast
ener
Sel
ectio
n.
Rec
om
men
ded
set
ting
ran
ge
X-B
T:N
o a
pp
licat
ion
limits
us
ing
in h
igh
stre
ngth
ste
elN
o th
roug
h p
enet
ratio
nt II
8 m
m [5 /
16”]
Wor
king
bey
ond
the
reco
mm
ende
d ap
plic
atio
n ra
nge
will
lead
to a
n in
crea
se o
f the
failu
re ra
te.
DX
76
DX
460
➀X
-CR
M8-
15-1
2 FP
10/ D
X 7
6 (im
pact
)➁
X-C
RM
8-15
-12
FP10
/ DX
76
(co-
actin
g)➂
EM
8-15
-14
FP10
/ DX
76
(impa
ct)
➀X
-CR
M8-
15-1
2 P
8 / D
X 4
60 (i
mpa
ct)
➁X
-CR
M8-
15-1
2 P
8 / D
X 4
60 (c
o-ac
ting)
➂X
-EM
8-15
-14
P8
/ DX
460
(im
pact
)
Page 17 March 2012
03 /
2009
3.12
5
X-F
CM
Fast
ener
sel
ectio
n an
d s
yste
m r
eco
mm
end
atio
n
Ap
plic
atio
n ar
eas
Indo
ors,
dry
and
non
In
door
s, m
ildly
cor
rosi
veM
arin
e, o
ffsho
re,
corr
osiv
e en
viro
nmen
ten
viro
nmen
t, or
for l
imite
d pe
troc
hem
ical
, cal
oric
lif
etim
e us
e(c
oal,
oil)
pow
er p
lant
s, e
tc.
X-F
CM
sys
tem
D
imen
sio
nsTo
ols
Gra
ting
X-F
CM
X-F
CM
-MX
-FC
M-R
Lhe
ight
Zin
c pl
ated
Item
no.
Dup
lex
coat
edIte
m n
o.S
tain
less
ste
elIte
m n
o.[m
m]
[mm
]
X-F
CM
25/
3026
582
X-F
CM
-M 2
5/30
3786
83X
-FC
M-R
25/
3024
7181
2325
–30
1 )
X-F
CM
11 /
4 -11 /
224
7175
X-F
CM
-M 1
1 /4 -
11 /2
3786
86X
-FC
M-R
11 /
4 -11 /
224
7184
3032
–38
1 )
X-F
CM
35/
4026
583
X-F
CM
-M 3
5/40
3786
84X
-FC
M-R
35/
4024
7182
3335
–40
1 )
X-F
CM
45/
5026
584
X-F
CM
-M 4
5/50
3786
85X
-FC
M-R
45/
5024
7183
4345
–50
1 )
Not
e:N
ote:
Not
for u
se in
mar
ine
Not
for u
se in
aut
omob
ile
atm
osph
ere
or in
hea
vily
tu
nnel
s, s
wim
min
g po
ols
or
pollu
ted
envi
ronm
ent.
sim
ilar e
nviro
nmen
ts1 )
SF
100-
A, S
F 11
-A, S
F 15
0-A
Thr
ead
ed s
tud
sTo
ols
Item
no.
X-E
M8-
15-1
2 P
827
1981
2 )
X-E
M8-
15-1
2 F
P10
2719
822 )
X-B
T M
8-15
-6 S
N12
-R37
7074
3 )
X-C
R M
8-15
-12
P8
3720
332 )
X-C
R M
8-15
-12
FP10
3720
342 )
2 ) D
X 7
6, D
X 4
603 )
DX
351
-BTG
Fitt
ing
tole
ranc
es /
hei
ght
of g
ratin
g
X-B
T
21.5
18
20
L 2
X-C
RM
and
X-E
M8
26.5
23
16
L 7
Min
. gra
ting
hei
ght
= L
+2M
ax. g
ratin
g h
eig
ht =
L+7
Gov
erni
ng re
quire
men
t:•
Min
imum
2 m
m c
lear
ance
bet
wee
n X
-FC
M a
nd to
pof
ste
el to
allo
w fo
r def
lect
ions
and
ove
r tig
hten
ing
Exa
mpl
e:X
-FC
M 2
5/30
Min
. gra
ting
ht.=
23+
2= 2
5 m
mM
ax. g
ratin
g ht
.= 2
3+7=
30
mm
Gra
ting
heig
ht o
f 32
can
be a
ccom
mod
ated
if h
NV
S18
Gov
erni
ng re
quire
men
t:•
Min
imum
5 m
m th
read
eng
agem
ent a
t the
min
imum
allo
wab
le s
tand
off,
h NV
S.
Not
e:•
The
max
imum
gra
ting
heig
ht fo
r an
X-F
CM
type
ca
n be
ext
ende
d if
h NV
Sis
tigh
tly c
ontr
olle
d, e
.g.
at 1
8 m
m in
stea
d of
16
mm
.
X-F
CM
3.12
603
/ 20
09
Car
trid
ge
sele
ctio
n an
d to
ol e
nerg
y se
ttin
g
X-B
T6.
8/11
M h
igh
pre
cisi
on
cart
ridge
s
Tool
ene
rgy
adju
stm
ent b
y se
ttin
g te
sts
on s
ite.
X-C
RM
and
X-E
M8
6.8/
11M
red
car
trid
ges
with
DX
460
6.8/
18M
red
car
trid
ges
with
DX
76
Mat
eria
l sp
ecifi
catio
n an
d c
oat
ing
s
X-F
CM
sys
tem
X-F
CM
-RX
-FC
M-M
X-F
CM
All
syst
ems
➀
➁➀
➁
➀
➁➂
Dis
kTh
read
ed s
tem
Dis
kTh
read
ed s
tem
Dis
kTh
read
ed s
tem
Abs
orbe
r 1 )
Mat
eria
l X2
CrN
iMo1
8143
X2C
rNiM
o181
43ST
1403
11SM
NPB
30+C
ST14
0311
SMN
PB30
+CPo
lyur
etha
ne
desi
gnat
ion
X6C
rNiM
oTi1
7122
Blac
k
X5C
rNiM
o171
22K7
00
Coa
ting
none
none
65m
Zn
Dupl
ex *
20m
Zn
10–2
0 m
Zn
–1 )
resi
stan
t to:
UV,
sal
twat
er o
zone
, oil,
gre
ase
*) 4
80 h
Sal
t spr
ay te
st p
er D
IN 5
0021
and
10
cycl
es K
este
rnic
h te
st p
er D
IN 5
0018
/2.0
(com
para
ble
to 4
5 µm
HD
G s
teel
)
Thr
ead
ed s
tud
sX
-BT
and
CR
M8
EM
8X
-CR
MX
-BT
➀
➁➂
➃
➂
➃Pa
rtX-
BT/X
-CR
shan
kTh
read
ed s
leev
eEM
8Se
alin
g w
ashe
r 1 )SN
12-R
was
her
Seal
ing
was
her 1 )
Mat
eria
l St
ainl
ess
stee
lX2
CrN
iMo1
7132
Car
bon
stee
l wire
,Pol
yeth
ylen
e,X2
CrN
iMo1
7132
Elas
tom
er, b
lack
desi
gnat
ion
wire
, CR
500
X5C
rNiM
o171
22+2
HC
k 67
MO
DLD
, bla
ckX5
CrN
iMo1
7122
+2H
(A4
/ AlS
l316
)(A
4 / A
lSl3
16)
(A4
/ AlS
l316
)
Coa
ting
none
none
5–13
m
Zn
2 )no
ne1 )
resi
stan
t to:
UV,
sal
twat
er o
zone
, oil,
gre
ase
2 ) Z
inc
appl
ied
by e
lect
ropl
atin
g. In
tend
ed fo
r cor
rosi
on p
rote
ctio
n du
ring
ship
men
t, st
orag
e, c
onst
ruct
ion
and
serv
ice
in p
rote
cted
env
ironm
ent.
It is
not
ade
quat
e fo
r pro
tect
ion
agai
nst c
orro
sion
in o
utsi
de o
r oth
erw
ise
corr
osiv
e ap
plic
atio
ns
Page 18 March 2012
03 /
2009
3.12
7
X-F
CM
Fast
enin
g In
spec
tion
X-B
T M
815-
6 S
N12
-RX
-CR
M8-
15-1
2X
-E11
8 H
-15-
12
Fast
enin
g Q
ualit
y A
ssur
ance
hNVS
hNVS
hNVS
h NV
S16
.8 m
m
h NV
S=
18 ±
2 m
mh N
VS
= 16
–19
mm
Inst
alla
tion
Inst
alla
tion
pro
ced
ure
for
bar
gra
ting
1. Pla
ce th
e gr
atin
g se
ctio
ns
2. Wid
en o
peni
ng a
t fa
sten
ing
loca
tion
if ne
cess
ary
3. Pla
ce th
e th
read
ed
stud
4. Tigh
ten
the
disk
> 18>
18
DX 750DX 750 R
4321
30
h NV
S
ForX
-BT
pre-
drill
with
XB
T4/
7st
opsh
ank
drill
bit
Tig
hten
ing
torq
ueT
rec
= 5
–8 N
m
Tig
hten
ing
too
l:•
Scr
ewdr
iver
with
torq
ue re
leas
e co
u-pl
ing
(TR
C)
• 5
mm
Alle
n-ty
pe b
it
Hilt
i To
rque
Scr
ewdr
iver
sett
ing
SF
100-
ATR
C 6
–10
SF
121-
ATR
C 7
–11
SF
150-
ATR
C 5
–9
Page 19 March 2012
03 /
2009
3.87
X-E
M /
X-E
W
M6/
W6
o 3.
7
L
L gL s
1.7
o 3.
8o
8
X-E
M6
H, X
-EW
6H
, X
-EF
7H
, X
-EM
8H
, X
-EM
10H
, X
-EW
10H
Thre
ad
ed
Stu
ds f
or
Ste
el
Gen
eral
info
rmat
ion
Mat
eria
l spe
cific
atio
n
Car
bon
stee
l sha
nk:
HR
C 5
6.5
Zin
c co
atin
g: 1 )
5–13
m
1 ) Z
inc
coat
ing
(ele
ctro
plat
ing
for c
orro
sion
pro
tect
ion
durin
g co
nstr
uctio
n an
d se
rvic
e in
pro
tect
ed e
nvi-
ronm
ent)
Fast
enin
g to
ols
DX
460
, DX
76,
DX
600
NS
ee fa
sten
er s
elec
tion
for m
ore
deta
ils.
App
rova
lsIC
C-E
S E
SR
-234
7 X
-EW
6H, X
-EW
10H
,(U
SA
):X
-EM
8H
FM 3
0266
95:
X-E
W6H
, X-E
W10
H
UL:
EX
2258
:X
-EW
6H, X
-EW
10H
AB
S, L
R:
all t
ypes
Dim
ensi
ons
X-E
M6H
/EW
6H-_
_-9
FP8
o 3.
7
20
1010
o 8
F7
o 3.
8o
3.8
1.7
1.7
X-E
F7H
-7-9
FP
8
12
M8
3.5
L
L g
o 4.
5
o 8
o 5.
5
X-E
M8H
-__-
12 P
8
12
M8
3.5
30.5
15
o 4.
5
o 10
o 5.
5
X-E
M8H
-15-
12 F
P10
12
M10
/W10
39.5
24
o 4.
5
o 10
o 5.
5 3.5
X-E
M10
H-2
4-12
P10
4430
14
W10
o 10
o 5.
2
X-E
W10
H-3
0-14
P10
Exa
mpl
es
Pro
duc
t dat
a
Ap
plic
atio
ns
Bas
e pl
ates
for p
ipe
rings
Han
ging
with
thre
aded
coup
lers
Ele
ctric
al b
oxes
Mis
cella
neou
s at
tach
-m
ents
For d
imen
sion
det
ails
see
cha
pter
fast
ener
sel
ectio
n
Test
dat
a Im
port
ant n
ote:
Test
dat
a ar
e fo
r inf
orm
atio
n on
ly a
nd c
an't
be u
sed
for d
esig
n. T
hese
dat
aar
e ex
ampl
es a
nd n
ot re
pres
entin
g th
e w
hole
rang
e of
app
licat
ions
and
load
cas
es. F
or m
ore
deta
iled
info
rmat
ion
plea
se c
onta
ct H
ilti.
X-E
M /
X-E
W
3.88
03 /
2009
Rec
omm
ende
d lo
ads
Fast
ener
S
hank
desi
gnat
ion
ds
xL s
[mm
]N
rec
[kN
]V
rec
[kN
]M
rec
[kN
]
X-E
M6H
, X-E
W6H
, X-E
F7H
3.7
x 8.
51.
61.
65.
0
X-E
M8H
, X-E
M10
H4.
5 x
12.0
2.4
2.4
9.0
X-E
W10
H-3
0-14
5.2
x 15
.03.
03.
014
.0C
ondi
tions
• P
redo
min
antly
sta
tic lo
adin
g.•
Str
engt
h of
fast
ened
mat
eria
l mus
t be
cons
ider
ed.
• O
bser
vanc
e of
all
appl
icat
ion
limita
tions
and
reco
mm
enda
tions
.•
The
reco
mm
ende
d lo
ads
in th
e ta
ble
refe
r to
the
resi
stan
ce o
f the
sha
nk c
ross
-se
ctio
n. T
he lo
ads
actin
g on
the
cros
s-se
ctio
n (N
' and
V')
are
influ
ence
d by
the
char
acte
ristic
s an
d ar
rang
emen
t of t
he p
art o
r mat
eria
l fas
tene
d an
d m
ay n
ot b
eth
e sa
me
as th
e lo
ads
actin
g on
the
fast
ened
par
t or m
ater
ial (
N a
nd V
).•
The
exis
tenc
e an
d/or
mag
nitu
de o
f mom
ent a
ctin
g on
the
fast
ener
sha
nk (M
') is
influ
ence
d by
the
char
acte
ristic
s an
d ar
rang
emen
t of t
he fa
sten
ed p
art o
r mat
eria
l.
V'
N'
M'
Cha
ract
eris
tic
Em
bedm
ent
Ste
el
Ste
el
pull-
out l
oad
de
pth
thic
knes
sst
reng
th
NR
k[k
N]
h ET
[mm
]t Il
[mm
]f u
[N/m
m2 ]
X-E
M6H
(DX
460
)8.
9 9.
3 4
376
14.9
8.
2 20
57
6
X-E
M8H
(DX
460
)18
.4
13.4
6
391
19.3
10
.8
20
570
X-E
W10
H-3
0-14
P10
(DX
600
N)
24.4
13
.5
6 69
812
.0
10.9
20
69
5
Des
ign
dat
a
Load
dat
a
Page 20 March 2012
03 /
2009
3.89
X-E
M /
X-E
W
Thi
ckne
ss o
f bas
e m
ater
ial
Ap
plic
atio
n re
qui
rem
ents
Thi
ckne
ss o
f fas
tene
d m
ater
ial
t I L
g–
t was
her–
t nut
1.5–
33.0
mm
T rec tI
Min
imum
ste
el th
ickn
ess:
t ll
X-E
M6H
/EW
6H, X
-EF7
H
4 m
m
X-E
M8H
/EW
8H, X
-EM
10H
/EW
10H
6
mm
tII
Sp
acin
g a
nd e
dg
e d
ista
nces
tIIc
cs
sE
dge
dist
ance
and
spa
cing
: c =
s
15 m
m
Co
rro
sio
n in
form
atio
n Th
e in
tend
ed u
se o
nly
com
pris
es fa
sten
ings
whi
ch a
re n
ot d
irect
ly e
xpos
ed to
ext
erna
lw
eath
er c
ondi
tions
or m
oist
atm
osph
eres
. For
furt
her d
etai
led
info
rmat
ion
on c
orro
sion
see
corr
espo
ndin
g ch
apte
r in
sect
ion
Dire
ct F
aste
ning
Tec
hnol
ogy.
X-E
M /
X-E
W
3.90
03 /
2009
Rec
om
men
ded
set
ting
ran
ge
Wor
king
bey
ond
the
reco
mm
ende
d ap
plic
atio
n ra
nge
will
lead
to a
n in
crea
se o
f the
failu
rera
te.
X-E
M6,
X-E
W6,
X-E
F7
X-E
M8
X-E
M10
/EW
10
DX
460
too
l:➀
X-E
F7H
-__-
9➁
X-E
M6H
-__9
,X
-EW
6H-_
_-9
DX
460
too
l:➀
X-E
M8H
-__-
12D
X 7
6 to
ol:
➁X
-EM
8H-1
5-12
DX
76
too
l:➀
X-E
M10
H-2
4-12
DX
600
N to
ol:
➁X
-EW
10H
-30-
14
350
400
Steel thickness tII, [mm]
500
600
700
Ste
el str
en
gth
, R
m [
N/m
m2]
S3
55
Jxx
S2
75
Jxx
S2
35
Jxx 450
550
650
468
10
12
14
16
18
20
1
2
350
400
Steel thickness tII, [mm]
500
600
700
Ste
el str
en
gth
, R
m [
N/m
m2]
S3
55
Jxx
S2
75
Jxx
S2
35
Jxx 450
550
650
468
10
12
14
16
18
20
1
2
350
400
Steel thickness tII, [mm]
500
600
700
Ste
el str
en
gth
, R
m [
N/m
m2]
S3
55
Jxx
S2
75
Jxx
S2
35
Jxx 450
550
650
68
10
12
14
16
18
20
1
2
Page 21 March 2012
03 /
2009
3.91
X-E
M /
X-E
W
Fast
ener
sel
ectio
n an
d s
yste
m r
eco
mm
end
atio
n
Car
trid
ge
reco
mm
end
atio
nTo
ol e
nerg
y ad
just
men
t by
inst
alla
tion
test
s on
site
Fast
ener
Car
trid
ge s
elec
tion
DX
tool
X-E
M6H
, X-E
W6H
, X-E
F7H
6.8/
11M
gre
en o
r ye
llow
car
trid
ges
DX
460
X-E
M8H
6.8/
18M
blu
e o
r re
d c
artr
idg
esD
X 7
66.
8/11
M y
ello
w o
r re
d c
artr
idg
esD
X 4
60
X-E
M10
H/E
W10
H6.
8/18
M b
lue
or
red
car
trid
ges
DX
76
6.8/
11M
red
car
trid
ges
DX
460
6.8/
18 r
ed o
r b
lack
car
trid
ges
DX
600
N
Bas
e m
ater
ial
Fast
ened
Fast
ener
Thre
adin
gS
hank
DX
tool
sth
ickn
ess
thic
knes
sD
esig
natio
n1 )Ite
m n
o.le
ngth
leng
ths
t ll,m
in[m
m]
t l,m
ax[m
m]
L g[m
m]
L s[m
m]
4.0
1.5
X-E
M6H
-8-9
FP
838
0963
88.
5D
X 4
60
4.5
X-E
M6H
-11-
9 FP
838
0962
118.
5D
X 4
60
13.5
X-E
M6H
-20-
9 FP
838
0961
208.
5D
X 4
60
4.5
X-E
W6H
-11-
9 FP
838
0969
118.
5D
X 4
60
13.5
X-E
W6H
-20-
9 FP
838
0968
208.
5D
X 4
60
21.5
X-E
W6H
-28-
9 FP
838
0967
288.
5D
X 4
60
31.5
X-E
W6H
-38-
9 FP
838
0966
388.
5D
X 4
60
0.5
X-E
F7H
-7-9
FS
838
0972
710
DX
460
6.0
2.0
X-E
M8H
-11-
12 P
838
0979
1112
DX
460
6.0
X-E
M8H
-15-
12 P
838
0978
1512
DX
460
6.0
X-E
M8H
-15-
12 F
P10
3809
7715
12D
X 7
6, D
X 4
60
14.0
X-E
M10
H-2
4-12
P10
3809
8124
12D
X 7
6, D
X 4
60
20.0
X-E
W10
H-3
0-14
P10
3809
8330
14D
X 6
00 N
1 ) Ty
pe o
f thr
eadi
ng: M
= m
etric
; W6,
W10
= W
hitw
orth
1 /4 “
;3 /8 “
;F7
= F
renc
h 7
mm
X-E
M /
X-E
W
3.92
03 /
2009
Fast
enin
g in
spec
tion
X-E
M6H
, X-E
W6H
, X-E
F7H
X-E
M8H
, X-E
M10
H, X
-EW
10H
Fast
enin
g q
ualit
y as
sura
nce
hNVS
Pen
etra
tion
dept
h
T rec
tI
Tigh
teni
ng to
rque
hNVS
Pen
etra
tion
dept
h
T rec tI
Tigh
teni
ng to
rque
h NV
ST
rec
Fast
ener
[mm
][N
m]
X-E
M6H
-8-9
8.0–
11.0
4
X-E
M6H
- /
X-E
W6H
-11-
99.
5–12
.5 4
X-E
M6H
- /
X-E
W6H
-20-
918
.5–2
1.5
4
X-E
W6H
-28-
926
.5–2
9.5
4
X-E
W6H
-38-
936
.5–3
9.5
4
X-E
F7H
-7-9
9.0–
12.0
4
h NV
ST
rec
Fast
ener
[mm
][N
m]
X-E
M8H
-11-
1211
.5–1
5.5
10.5
X-E
M8H
-15-
1215
.5–1
9.5
10.5
X-E
M10
H-2
4-12
26.5
–30.
510
.5
X-E
W10
H-3
0-14
28.0
–31.
015
.0
Inst
alla
tion
Arr
ange
men
ts to
pre
vent
mom
ent o
n sh
ank:
C
oupl
er ti
ght a
gain
st s
teel
Non
-sym
met
ric a
rran
gem
ent
• M
omen
t on
fast
ened
par
t•
Pry
ing
effe
ct m
ust b
e co
nsid
ered
in d
eter
-m
inin
g lo
ads
actin
g on
fast
ener
VN
Z1
Z2
Z3
Page 22 March 2012
03 /
2009
3.31
X-C
RM
X-C
RM
Sta
inle
ss S
tee
l Th
rea
de
d S
tud
s f
or
Co
nc
rete
an
d S
tee
l
Gen
eral
info
rmat
ion
Mat
eria
l spe
cific
atio
n
Sha
nk:
CrN
iMo
allo
yf u
1850
N/m
m2
(49
HR
C)
Thre
aded
sle
eve:
A4
(AlS
I 316
)
Zin
c co
atin
g to
faci
litat
e an
chor
ing
in c
oncr
ete
(X-C
R M
8-__
-42)
:5–
13
m
Was
hers
/gu
idan
ce s
leev
e:P
olye
thyl
ene
Fast
enin
g to
ols
DX
460
, DX
36,
DX
76
See
fast
ener
sel
ectio
n fo
r mor
e de
tails
.
App
rova
ls
DIB
t (G
erm
any)
:X
-CR
M8-
__-4
2 P
8(D
X-K
wik
)
AB
S, L
R:
all t
ypes
Not
e: T
echn
ical
dat
a pr
esen
ted
in th
ese
appr
oval
san
d de
sign
gui
delin
es re
flect
spe
cific
loca
l con
ditio
nsan
d m
ay d
iffer
from
thos
e pu
blis
hed
in th
is h
andb
ook.
Dim
ensi
ons
X-C
R M
6/C
R W
6-__
-12
FP8
Exa
mpl
es
o 8
L g11
.5
M6/W6o 3.7
L
o 3.7
X-C
R M
6/C
R W
6-__
-27
FP8
o 8
L g26
.5
M6/W6o 3.7
L
o 3.7
X-C
R M
8-__
-12
P8
L
L g11
.5
M8
o 4.
5
o 8
o 3.
7
X-C
R M
8-__
-42
P8
o 8
L g42
M8
o 6.3
L
Thr
eade
d sl
eeve
: A4
(AlS
i 316
)
o 4.5
X-C
R M
8-__
-12
FP10
o 10
25
12,5
M8
o 4
Thr
eade
d sl
eeve
: A
4 (A
lSi 3
16)
X-C
R M
8-__
-12
P8
o8
30
1412
,5
M8
o 4
Thr
eade
d sl
eeve
: A
4 (A
lSi 3
16)
Pro
duc
t dat
a
Ap
plic
atio
ns
Bas
e p
late
s fo
r p
ipe
ring
sIn
stal
latio
n ra
ilsFa
cad
e b
rack
ets
Sp
ecia
l pur
po
seco
nnec
tions
X-C
RM
3.32
03 /
2009
Des
ign
dat
a
Load
dat
a
Gen
eral
co
nditi
ons
for
reco
mm
end
ed lo
ads
• P
redo
min
antly
sta
tic lo
adin
g•
Obs
erva
nce
of a
ll ap
plic
atio
n lim
itatio
ns a
nd re
com
men
datio
ns.
• S
tren
gth
of fa
sten
ed m
ater
ial m
ust b
e lim
iting
.•
The
reco
mm
ende
d lo
ads
in th
e ta
ble
refe
r to
the
resi
stan
ce o
f the
sha
nk c
ross
-sec
tion.
The
load
s ac
ting
on th
e cr
oss-
sect
ion
(N’a
ndV
’) ar
e in
fluen
ced
by th
e ch
arac
teris
tics
and
arra
ngem
ent o
f the
par
t or m
ater
ial f
aste
ned
and
may
not
be
the
sam
e as
the
load
sac
ting
on th
e fa
sten
ed p
art o
r mat
eria
l (N
and
V).
• Th
e ex
iste
nce
and/
or m
agni
tude
of m
omen
t act
ing
on th
e fa
sten
er s
hank
(M’)
is
influ
ence
d by
the
char
acte
ristic
s an
d ar
rang
emen
t of t
he fa
sten
ed p
art o
r mat
eria
l.
DX
-sta
ndar
d m
etho
d: R
ecom
men
ded
load
s
Fast
enin
g to
con
cret
eN
rec
[kN
]v r
ec[k
N]
Mre
c[N
m]
X-C
R M
6/W
6-__
-27
FP8
1 )0.
40.
44.
31 )
no
pre-
drill
ing
Con
ditio
ns:
• M
inim
um 5
fast
enin
gs p
er fa
sten
ed u
nit
Fast
enin
g to
ste
elN
rec
[kN
]v r
ec[k
N]
Mre
c[N
m]
X-C
R M
6/W
6 1.
61.
44.
3
X-C
R M
8 1.
81.
85.
5C
ondi
tions
:•
For s
afet
y re
leva
nt fa
sten
ings
suf
ficie
nt re
dund
ancy
of t
he e
ntire
sys
tem
is re
quire
d.
DX
-Kw
ik m
etho
d: R
ecom
men
ded
load
s
Fast
enin
g to
con
cret
e (p
re-d
rillin
gN
rec,
1[k
N]
Nre
c,2
[kN
]v r
ec[k
N]
Mre
c[N
m]
X-C
R M
8-__
-42
FP8
1 )3.
00.
93.
05.
51 )
no
pre-
drill
ing
Con
ditio
ns:
•N
rec,
1: c
oncr
ete
in c
ompr
essi
ve z
one
•N
rec,
2: c
oncr
ete
in te
nsio
n zo
ne•
f cc
20 N
/mm
2
• O
bser
vanc
e of
all
pre-
drill
ing
requ
irem
ents
Page 23 March 2012
03 /
2009
3.33
X-C
RM
Test
dat
aIm
port
ant n
ote:
Test
dat
a ar
e fo
r inf
orm
atio
n on
ly a
nd c
an’t
be u
sed
for d
esig
n. T
hese
dat
aar
e ex
ampl
es a
nd n
ot re
pres
entin
g th
e w
hole
rang
e of
app
licat
ions
and
load
cas
es.
Des
ign
data
for H
ilti s
tand
ard
nails
in c
oncr
ete
are
base
d on
a s
peci
fic s
tatis
tical
eva
luat
ion
met
hod
take
n in
to c
onsi
dera
tion
high
var
iatio
n co
effic
ient
s. T
he e
valu
atio
n pr
oced
ure
isde
scrib
ed w
ithin
sec
tion
Dir
ect F
aste
ning
Tec
hno
log
yof
this
man
ual.
For m
ore
deta
iled
info
rmat
ion
plea
se c
onta
ct H
ilti.
Arr
ange
men
ts to
redu
ce o
r pre
vent
mom
ent o
n sh
ank:
N
VZ
V'
N'
M'
Co
ncre
te –
DX
sta
ndar
dP
ull-
out l
oads
M
ean
ultim
ate
Varia
tion
Em
bedm
ent
Con
cret
e st
reng
thpu
ll-ou
t loa
dco
effic
ient
dept
h at
28
days
N
ail
Nu,
m[k
N]
[%]
h ET
[mm
]f c
c[N
/mm
2 ]
X-C
R M
6/W
64.
16
4530
47.1
She
ar lo
ads
Mea
n ul
timat
e Va
riatio
n E
mbe
dmen
t C
oncr
ete
stre
ngth
pull-
out l
oad
coef
ficie
ntde
pth
at 2
8 da
ys
Nai
lV
u,m
[kN
]h E
T[m
m]
[mm
]f c
c[N
/mm
2 ]
X-C
R M
6/W
65.
6123
.228
39.4
Co
ncre
te –
DX
–Kw
ik (w
ith p
re-d
rilli
ng):
Pul
l-ou
t loa
ds
Mea
n ul
timat
e M
ean
ultim
ate
Con
cret
e st
reng
thpu
ll-ou
t loa
d in
pull-
out l
oad
inat
28
days
un
crac
ked
conc
r.cr
acke
d co
ncre
te 1 )
Nai
lN
u,m
1[k
N]
Nu,
m2
[kN
]f c
c[N
/mm
2 ]
X-C
R M
813
.34
2.48
29.1
1) C
rack
wid
th =
3 m
m
She
ar lo
ads
Mea
n ul
timat
e M
ean
ultim
ate
Con
cret
e st
reng
thpu
ll-ou
t loa
d in
shea
r loa
d in
at
28
days
un
crac
ked
conc
r.cr
acke
d co
ncre
teN
ail
Nu,
m1
[kN
]f c
c[N
/mm
2 ]
X-C
R M
815
.2–
65.5
1) C
rack
wid
th =
3 m
m
X-C
RM
3.34
03 /
2009
Ste
el:
Pul
l-ou
t loa
ds
Mea
n ul
timat
e E
mbe
dmen
t B
ase
stee
l S
teel
pu
ll-ou
t loa
dsde
pth
thic
knes
sst
reng
thN
ail
Nu,
m[k
N]
h ET
[mm
]t ll
[mm
]f u
[N/m
m2 ]
X-C
R M
6/W
615
.612
.06.
044
0
X-C
R M
822
.412
.010
.044
0
She
ar lo
ads
Mea
n ul
timat
e E
mbe
dmen
t B
ase
stee
l S
teel
sh
ear l
oad
dept
hth
ickn
ess
stre
ngth
Nai
lV
u,m
[kN
]h E
T[m
m]
t ll[m
m]
f u[N
/mm
2 ]
X-C
R M
6/W
614
.511
.16.
044
0
Thi
ckne
ss o
f bas
e m
ater
ial
Ap
plic
atio
n re
qui
rem
ents
Con
cret
eh m
in=
80 m
m (d
nom
= 3
.7 m
m)
h min
= 10
0 m
m (d
nom
4.5
mm
)
Ste
elt ll
6 m
m
Thi
ckne
ss o
f fas
tene
d m
ater
ial
Sp
acin
g a
nd e
dg
e d
ista
nces
(mm
)
Fast
enin
g to
ste
el
Fast
enin
g to
co
ncre
te
c
c
50
200
200
50
Pai
rs
c
c
200
200
200
c
c
a
a
Row
alo
ng e
dge
Gen
eral
(e.g
. gro
up o
f fas
tene
rs
X-C
R M
6/W
6:t l
L g-
t was
her-
t nut
up to
15.
5 m
mX
-CR
M8
t l L
g-
t was
her-
t nut
up to
13.
0 m
m
Rei
nfor
ced
*N
on-r
einf
orce
d
c10
015
0
Rei
nfor
ced
*N
on-r
einf
orce
d
c80
150
Rei
nfor
ced
*N
on-r
einf
orce
d
c80
150
a80
100
tII
tII
cc
ss
c, s
15
mm
* Min
imum
6
rein
forc
ing
stee
l con
tinuo
us a
long
all
edge
s an
d ar
ound
all
corn
ers.
Edg
e ba
rs m
ust b
e en
clos
edby
stir
rups
Page 24 March 2012
03 /
2009
3.35
X-C
RM
Co
ncre
te:
No
gene
ral r
estr
ictio
ns e
xist
ent.
Lim
itatio
ns a
re d
epen
ding
on
appl
icat
ion
and
user
requ
ire-
men
ts.
Rec
om
men
ded
set
ting
ran
ge
Co
rro
sio
n in
form
atio
n Fo
r fas
teni
ng e
xpos
ed to
wea
ther
or o
ther
cor
rosi
ve c
ondi
tions
. Not
for u
se in
hig
hly
corr
osiv
esu
rrou
ndin
g lik
e sw
imm
ing
pool
s or
hig
hway
tunn
els.
Ste
el:
Ste
el str
ength
, Rm
[N
/mm
2]
40
05
00
60
07
00
S 3
55 J
xx
S 2
75 J
xx
S 2
35 J
xx
2
45
05
50
65
0
1
3
468
10
12
14
16
18
20
24
Steel thickness, tII [mm]
DX
460
➀ /
➁X
-CR
M6-
xx-1
2 FP
8(im
pact
-/co
-act
. ope
ratio
n)➂
/➃
X-C
R M
8-14
-12
P8
(impa
ct-/
co-a
ct. o
pera
tion)
X-C
R M
8-22
-12
P8
Min
imum
ste
el th
ickn
ess
t II=
6.0
mm
X-C
R M
8-9-
12an
dX
-CR
M8-
15-1
2da
tase
e ch
apte
r X-F
CM
Wor
king
bey
ond
the
reco
mm
ende
d ap
plic
atio
n ra
nge
will
lead
to a
n in
crea
se o
f the
failu
rera
te.
X-C
RM
3.36
03 /
2009
Fast
ener
sel
ectio
n
Fast
ened
thic
knes
sFa
sten
erTo
ols
t I,m
ax[m
m]
Des
igna
tion
1 )Ite
m n
o.L g
[mm
]L s
[mm
]
Bas
e m
ater
ial s
teel
4.5
X-C
R M
6-11
-12
FP8
2559
029
11.5
DX
460
, DX
36
15.5
X-C
R M
6-22
-12
FP8
2559
0320
11.5
DX
460
, DX
36
4.5
X-C
R W
6-11
-12
FP8
2559
049
11.5
DX
460
, DX
36
15.5
X-C
R W
6-22
-12
FP8
2559
0520
11.5
DX
460
, DX
36
Bas
e m
ater
ial c
onc
rete
4.5
X-C
R M
6-11
-27
FP8
2571
879
26.5
DX
460
, DX
36
15.5
X-C
R M
6-22
-27
FP8
2571
8820
26.5
DX
460
, DX
36
4.5
X-C
R W
6-11
-27
FP8
2559
069
26.5
DX
460
, DX
36
15.5
X-C
R W
6-22
-27
FP8
2559
0720
26.5
DX
460
, DX
36
Bas
e m
ater
ial s
teel
2.0
X-C
R M
8-11
-12
P8
2559
0810
11.5
DX
460
, DX
36
13.0
X-C
R M
8-22
-12
P8
2559
0921
11.5
DX
460
, DX
36
Bas
e m
ater
ial c
onc
rete
, DX
-Kw
ik m
etho
d
5.0
X-C
R M
8-14
-42
P8
2559
1114
42D
X 4
60, D
X 3
6
13.0
X-C
R M
8-22
-42
P8
2559
1022
42D
X 4
60, D
X 3
6
Bas
e m
ater
ial s
teel
for X
-FC
PX
-CR
M8-
9-12
P8
3720
319
12.5
DX
460
6.0
X-C
R M
8-15
-12
P8
3720
3315
12.5
DX
460
for X
-FC
PX
-CR
M8-
9-12
FP
1037
2032
912
.5D
X 4
60, D
X 7
6
6.0
X-C
R M
8-15
-12
FP10
372
034
1512
.5D
X 4
60, D
X 7
61 )
Type
thre
adin
g: M
= m
etric
; W6
= W
hitw
orth
1/4
”
Car
trid
ge s
elec
tion
and
tool
ene
rgy
sett
ing
Bas
e m
ater
ial
Des
igna
tion
Tool
Co
ncre
te6.
8/11
M y
ello
w o
r re
d c
artr
idg
eD
X 4
60, D
X 3
6
Ste
el6.
8/11
M r
ed c
artr
idg
eD
X 4
60, D
X 7
6To
ol e
nerg
y ad
just
men
t by
sett
ing
test
s on
site
.
Page 25 March 2012
Fast
ener
h NV
S[m
m]
X-C
R M
6-11
-12
FP8
10.0
– 1
3.0
X-C
R M
6-22
-12
FP8
21.0
– 2
4.0
X-C
R W
6-11
-12
FP8
10.0
– 1
3.0
X-C
R W
6-22
-12
FP8
21.0
– 2
4.0
X-C
R M
8-11
-12
P8
13.0
– 1
6.0
X-C
R M
8-22
-12
P8
24.0
– 2
7.0
X-C
R M
8-9-
12 P
812
.0 –
15.
0
X-C
R M
8-15
-12
P8
17.0
– 2
0.0
X-C
R M
8-9-
12 F
P10
12.0
– 1
5.0
X-C
R M
8-15
-12
FP10
17.0
– 2
0.0
03 /
2009
3.37
X-C
RM
Fast
enin
g in
spec
tion
Fast
enin
g q
ualit
y as
sura
nce
DX
-Kw
ik(p
re-d
rillin
gFa
sten
erh N
VS
[mm
]
X-C
R M
8-14
-42
P8
13.7
– 1
7.7
X-C
R M
8-22
-42
P8
21.7
– 2
5.7
DX
-Sta
ndar
d (
no p
re-d
rillin
gFa
sten
erh N
VS
[mm
]
X-C
R M
6-11
-27
FP8
9.0
– 13
.0
X-C
R M
6-22
-27
FP8
19.0
– 2
3.0
X-C
R W
6-11
-27
FP8
9.0
– 13
.0
X-C
R W
6-22
-27
FP8
19.0
– 2
3.0
Fast
enin
g to
con
cret
e
Fast
enin
g to
ste
elhNVS
hNVS
X-C
RM
3.38
03 /
2009
23o
5
T rec tI
tI
T rec
Pre
-dri
llT
ight
enin
g to
rque
T
rec
= 1
0 N
mT
ight
enin
g to
rque
T
rec
= 4
Nm
Tig
hten
ing
torq
ue
X-C
R M
6/W
6 T
rec
= 4
.0 N
mX
-CR
M8
Tre
c=
8.5
Nm
Inst
alla
tion
Fast
enin
g to
con
cret
e
Fast
enin
g to
ste
el
X-K
wik
(pre
-dril
ling)
X-C
R M
8-__
-42
FP8
DX
-Sta
ndar
d (n
o pr
e-dr
illin
g)X
-CR
M6/
W6-
__-2
7 FP
8
Page 26 March 2012
Page 27 March 2012
Page 28 March 2012
Page 29 March 2012
Page 30 March 2012
Page 31 March 2012
Page 32 March 2012
Page 33 March 2012
Page 34 March 2012
Page 35 March 2012
Page 36 March 2012
Page 37 March 2012
Job/
Appl
icat
ion
Ref
eren
ce (X
-FC
M G
ratin
g D
isc)
Year
Proj
ect
Con
trac
tor
Prod
uct
Appl
icat
ion
2011
KCR
C T
ai W
ai D
epot
FONKW
ANG DEV
ELOPM
ENT LTD
Gratin
g disc X‐FCM
45/50
Foul
wat
er c
over
fixi
ng o
n so
und
barr
ier
2011
Veo
liaLE
IGH
TON
CO
NTR
ACTO
RS
Gratin
g disc X‐FCM
11/4
Gra
ting
fixin
g
701-
704,
7/F
, Tow
er A
, Man
ulife
Fin
anci
al C
entre
, 223
Wai
Yip
Stre
et, K
wun
Ton
g, K
owlo
on, H
ong
Kong
Page 38 March 2012