RAK.^Precast
P. □. Box: 5 4 5 3 5 , RAK. UAE Tel: + 9 7 1 7 2 4 4 7 3 5 4 Fax: +971 7 2 4 4 7 2 G 4www.rakprEcast.cDm
OlfSAS 18001
i lR E G IS TE R E D
ISO 9001 REGISTERED
MGMT SYS. R v A C024
D N V C e rtif ic a tio n B .V . T h e N e th e rla n d s
ISO 14001 REGISTERED
MGMT SYS. R v A C425
D N V C e rtif ic a tio n B.V. T h e N e th e rla n d s
l i
R A K ^ s sPrecast
GENERAL T E C H N IC A L DATA
A b o u t R A K P re c a s t
RAKPrecast
P. D. Bax: 54535, RAK. UAE Tel: +971 7 2447354 Fax: +971 7 2447264 www.rakprecast.cDm in fQ irakp recast.cD m
O H S A S 18001
M
R A K Precast, is a pioneer m anufacturer and supplier of Precast/Prestressed. Concrete Products of high quality with latest Technology vailable in the Construction m arket today.
R A K Precast Designs and Produces Quality precast products supported by our highly skilled and dedicated technical team . W e do this at our modern precast plant occupying a covered area of 2 2 0 ,0 0 0 sq. ft. in 1.4 million sq.ft. plot.
R A K Precast offers total precast solutions, providing services ranging from design through m anufacture and erection upto total custom er’s satisfaction; you can count on R AK Precast with confidence and reliability.
IS O 9001 R E G IS T E R E D
jg>MTD N V Certification B .V . T h e Netherlands
MG M TSYS. R v A C024
O ur Superior Quality products are mainly:□ Precast solid concrete products□ Insulated Precast Panels□ Prestressed Hollow Core Slabs & Walls□ Prestressed Beam s & Columns
R A K Precast supports its customers with state-of-the-art design and technical services to ensure the conformity to specifications, tim e and allocated budget.
From your very first contact with RAK Precast you know you are working with a customer oriented com pany that w ants to earn your business and keep you satisfied. Com m unication Skill, W ork Experience and positive attitude is w hat our em ployees are equipped with, which added enthusiasm, spirit and a determination to get your job done right.
RAK Precast
Tel: + 971 7 244 7354, F ax: + 971 7 244 7264 , P.O B o x : 54535 , T e c h n o lo g y P ark , R A K , U .A .E .
| ISO 14001 REGISTERED |
UMGMTSYS. R v A C425
on B.V. The NetherlandsDNV Certificatl
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OG
RA
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ICA
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Tel:
+ 97
1 7
244
7354
, Fa
x: +
971
7 24
4 72
64,
P.O
Box:
545
35
, Tec
hnol
ogy
Park
, R
AK
, U
.A.E
.
C o n te n ts
1. W A L L (W L ) W L
W L 1. S O L ID PA N E LS W L 1WL 1-1 SOLID PANEL TYPES (100mm & 120mm) WL 1-1WL 1-2 SOLID PANEL TYPES (150mm & 160mm) WL 1-2WL 1-3 SOLID PANEL TYPES (180mm & 200mm) WL 1-3WL 1-0 SOLID PANEL DETAILS WL 1-0
W L 2. S A N D W IC H P A N E L S W L 2WL 2-1 SANDWICH PANELS WL 2-1
W L 3. C L A D D IN G P A N E L S W L 3WL 3-1 SOLID CLADDING PANELS WL 3-1WL 3-2 SOLID CLADDING PANELS WL 3-2WL 3-3 INSULATED CLADDING PANELS WL 3-3WL 3-0 CLADDING PANEL DETAILS WL 3-0
W L 4. H O L L O W C O R E C L A D D IN G P A N E L S W L 4WL 4-1 HOLLOW CORE WALL PANEL WL 4-1
2. C O L U M N S (PC ) PC
PC 1. S IN G L E L E V E L C O L U M N S PC 1PC 1-1 SINGLE LEVEL COLUMNS PC 1-1
P C 2 . M U LTI LE V E L C O L U M N S PC 2PC 2-1 MULTI LEVEL COLUMNS PC 2-1
3. B E A M S PB
PB 1. O R D IN A R Y B E A M S PB 1PB 1-1 ORDINARY BEAMS PB 1-1
PB 2. P R E S T R E S S E D G IR D E R S PB 2PB 2-1 TO PB 2-5 PRE STRESSED GIRDERS PB 2-1
PB 3. H O L L O W C O R E P R E S T R E S S E D B E A M S PB 3PB 3-1 HOLLOW CORE PRE STRESSED BEAMS PB 3-1
PB 4. S P E C IA L P U R P O S E B E A M S PB 4PB 4-1 SPECIAL PURPOSE BEAMS PB 4-1
PB 5. P O S T T E N S IO N G IR D E R S PB 5PB-5.1 POST-TENSION GIRDERS PB 5-1PB-5.2 BRIDGE GIRDERS PB 5-2PB-5.3 GIRDER PB 5-3
4. S L A B S S
S1. H O L L O W C O R E S L A B S (H C S ) S 1S 1-1 HC LOAD SPAN CHART (100mm) S1-1S 1-2 HC LOAD SPAN CHART (120mm) S 1-2S 1-3 HC LOAD SPAN CHART (150mm) S 1-3S 1-4 HC LOAD SPAN CHART (200mm 6 CORE) S 1-4S 1-5 HC LOAD SPAN CHART (200mm) S 1-5S 1-6 HC LOAD SPAN CHART (265mm) S 1-6S 1-7 HC LOAD SPAN CHART (300mm) S 1-7
RAK Precast
Tel: + 971 7 244 7354, F ax: + 971 7 244 7264 , P.O B o x : 54535 , T e c h n o lo g y P ark , R A K , U .A .E .
C o n te n ts
4. S L A B S S
S 1-8 HC LOAD SPAN CHART (400mm) S 1-8
S 1-9 HC LOAD SPAN CHART (500mm) S 1-9
S 0-1 HC TYPICAL DETAILS S 0-1
S 0-2 HC TYPICAL DETAILS S 0-2
S 0-3 HC TYPICAL DETAILS S 0-3
5 2 . D O U B L E T E E (D B S ) S 2
S 2-0 DOUBLE TEE SLABS S 2-0
S 2-1 DOUBLE TEE SLABS S 2-1
S 2-2 DOUBLE TEE SLABS S 2-2
5 3 . O M N IA SLA BS S 3
S 3-1 OMNIA SLABS S 3-1
5. V E R T I C A L C I R C U L A T I O N S (ST ) S T
S T 1. S T A IR C A S E D E T A IL S S T 1
1-1 STAIR CASE DETAILS ST 1-1
1-2 STAIR CASE DETAILS ST 1-2
6. M I S C E L L A N E O U S ( M IS C ) M IS C
IS C 1. B O U D A R Y W ALL
MISC 1-1 SOLID BOUNDARY WALL
MISC 1-2 PC BOUNDARY WALL WITH STEEL GRILL
MISC 1-3 PC BOUNDARY WALL WITH LOGO
MISC 1-4 HC BOUNDARY WALL
IS C 2. R E T A IN IN G W ALL
MISC 2-1 RETAINING WALL
IS C 3. B A R R IE R S
MISC 3-1 BARRIER
IS C 4. S P E C IA L F E A T U R E S
MISC 4-1 SPECIAL FEATURES - MINARET
IS C 5. M A N H O L E S
MISC 5-1 MANHOLES
MISC 5-2 MANHOLES
IS C 6 P L A T F O R M
MISC 6-1 PLATFORMS
MISC 6-2 BREASTHING DOLPHIN
IS C 7 L E IG O B LO C K S
MISC 7-1 LEIGO BLOCKS
IS C 8 B O X C U L V E R T
MISC 8-1 BOX CULVERTS
IIS C 1
u s e 1-1 u s e 1-2IISC 1-3
IISC 1-4
I IS C 2
IISC 2-1
I IS C 3
IISC 3-1
I IS C 4
IISC 4-1
I IS C 5
IISC 5-1
IISC 5-2
I IS C 6
IISC 6-1
IISC 6-2
I IS C 7
IISC 7-1
I IS C 8
IISC 8-1
R A K ^Precast
Tel: + 971 7 244 7354, F ax: + 971 7 244 7264 , P.O B o x : 54535 , T e c h n o lo g y P ark , R A K , U .A .E .
1 . W A L L ( W L )
WL 1. SOLID PANELSWL 2. SANDWICH PANELSWL 3. CLADDING PANELSWL 4. HOLLOW CORE CLADDING PANELS
R A K ^ Precast
WLTel: + 971 7 244 7354, F ax: + 971 7 244 7264 , P.O B o x : 54535 , T e c h n o lo g y P ark , R A K , U .A .E .
WL 1-1. SOLID PANEL TYPES (100mm 120 mm)
Used as Partitions
* J L; '—4a |
S E C T IO N -B B ~-553------- nsr w
Used as Partitions & Load Bearing
caff
1
s 5050
mSECTiON-AASCALE 1:30
1050
1050
J
3156
3154
1050
1050T10(91)
I I
u
T16(92) _
ELEVATIONscale ! j 5
J - i"
;©
SEC TIO N -C C
dD-’f 5
fcs>6 --^ -(rm)SECTION-A A■ssee--------rsr
C O N C R E T E T Y P E O P C G ra y
C O N C R E T E S T R E N G T H C 40
C O N C R E T E D E N S IT Y 2 4 5 0 Kg 1 M3
C O N C R E T E C o v e r 3 0 m m
F IR E R A T IN G 1 H o u r
S T E E L 1 L A Y E R M E S H
R A K ^Precast
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , RAK , U .A.E. W L 1-1
WL 1-2. SOLID PANEL TYPES (150mm & 160mm)
Used as Load Bearing
-t— — m td ® W-QD
m
SECTION A -ASCALE 1:30
m WIRE ROPE LOOP
SECTION B - BSCWE
Tli
GD
■ ® n )
8
n®E)
H ) SECTION-A A SECTION-B B
L- |AS|
DETAIL 1 -1
C O N C R E T E T Y P E O P C G ra y
C O N C R E T E S T R E N G T H C 40
C O N C R E T E D E N S IT Y 2 4 5 0 Kg / M3
C O N C R E T E C o v e r 3 0 m m
F IR E R A T IN G 1 H o u r
S T E E L 2 L A Y E R S M E S H
R A K ^Precast
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , RAK , U .A.E. W L 1-2
WL 1-3. SOLID PANEL TYPES (180mm & 200mm)
Used as Load Bearing
400 I 1000-Ttr
iock> , *coELEVATION
*800
j n i W — 4 i
: -4=f i ) S E C T IO N -B B
A A
(®CD
S E C T IO N - A A
H0PL fflH t #S0Oe/c I W /*50 LOOP L=800
D E T A IL -2
06 ROPE WIRE e50Dc/c W/«50 LOOP I =800 40,90
■ i f m §DETA IL- 1
ISECTION-A A1QCE nsr
SECTION-C CSCALE Id)
T O P PLAN5C*l£ 1:30
'i®
■ r
C O N C R E T E T Y P E O P C G ra y
C O N C R E T E S T R E N G T H C 40
C O N C R E T E D E N S IT Y 2 4 5 0 Kg / M3
C O N C R E T E C o v e r 3 0 m m
F IR E R A T IN G 1 H o u r
S T E E L 2 L A Y E R S M E S H
R A K ^Precast
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E . W L 1-3
■
WL 1-0. SOLID PANEL DETAILS
200mm THK. PRECAST LOAD BEARING PANEL
2W mm THK. PRECAST LOAD BEARING PANLL 06 WIRE ROPE © 600c/c
W /050 LOOP L=800
, 120 3 20
120
T12 CONTIGUOUS VERTICAL BAR
120mm THK NON LOAD BEARING PRECAST SOLID PANELfilled withGROUT ATTER ERECTION 10mm DEEP SHEW KEY(TYP.) c6 ROPE WIRE § 6 0 0 c /c W/®50 LOOP 1=800
SEALANTLEVELLINCiCROUT
200mm THK NON LOADBEARING PRECAST SOHO PANEL
B A C K U P R O O tc S£ALANT(TYP.)
+ 10°+160mm THK. PRECASI LOAO BEARING PANEL (IYP.)
T8 BEND BAR Q 3 0 0 c /c 1 0m m DEEP SHEAR KEY
T8 BEND BAR ® 3 0 0 c /c
4
\T 8 BEND BAR @ 3 0 0 c /c ,1 0 m m DEEP SHEAR KEY
R A K ^Precast
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E . W L 1-0
7X40
0=28
00
WL 2-1. SANDWICH PANELS
Used as Load Bearing
ELEVATIONSCALE 1:30
-*--------------
<J¥
@
li
4®
SECTION-A ASCKL 1:30
SECTION- B BS O U 1:30
SECTION-CC
SL NO, P A N E L TVP E B R U
1. 1 80 7 0 1.9933 M 2 .K / W 0.5017 M2 .K / W
2. 1 9 0 8 0 1.9987 M 2 .K / W 0 . 5 0 0 3 M 2 .K / W
3. 2 3 0 12 0 2 . 0 2 0 3 M2 .K / W 0 . 4 9 5 0 M 2 .K / W
4 . 2 5 0 13 0 2.0312 M 2 .K / W 0 .4 9 2 3 M 2 .K / W
5. 2 6 0 1 4 0 2 .0 3 6 6 M 2 .K / W 0.4910 M2 .K / W
Notes: 1) Insulation thickness constant - 50mm 2) Outer skin layer thickness = 60mm with 1 mesh.
layer
R A K ^Precast
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E . W L 2-1
WL 3-1. SOLID CLADDING PANELS
ELEVATION
EDA
2923
TOP PLAN
-V
DUMMY JOINT
S EC TIO N -A
DETAIL 1 DETAIL 2
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264. P.O B ox : 54535 , T e c h n o lo g y P ark , R AK . U .A.E. W L 3-1
3960
WL 3-2. SOLID CLADDING PANELS
ELEVATION
s 5 tr
i i 395 I 1000
2XFVC PIPE 25mm
J______I
/
i
-QD-®
D E T A I L - 3
A .
400 ^ 370 10!
2000
(5)
■ JL
cm
D E T A I L - 1
D ETAIL- 4
J O - , . 1C)
PLATE V y-A\
RECESSoh
► ? s
D ETAIL- 5
D U M K /Y J O I N T
150X75X10mm
D ETAIL- 2
R A K ^Precast
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E . W L 3-2
WL 3-3. INSULATED CLADDING PANELS
k 570 k ■ A -
3QQQ
1830 k 6QQ k < D C E )2300
1500 1500 k G *)
_|. 600 i.
ELEVATIONscale--------m
1800 k 600 k B
3000
C-rmSFCTIflN A -ASCALE 1:40
DETAIL-1SCALE 1:15
SECTIDN C-CSCALE 1:15
SECTIDN B -BSCALE 1:40
DETAIL-3SALE 1:16----------
R A K ^Precast
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E . W L 3-3
WL 3-0. CLADDING PANEL TYPICAL DETAILS
01 SECTIO N -01PL-01-01 SCALE 1:30
02 SECTIO N -02PL-01-01 SCALE 1:30
03 SECTIO N -03Pt 01-01. SCALE 1;»
04 DETAIL-01
R A K ^Precast
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E . W L 3-0
WL 4-1. HOLLOW CORE WALL PANEL
H P ffiE _ S « E _ S it
WALL PANEL
GROUTING
SECTION-3SOME ^3
SECTION-4SCALE
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E . W L 4-1
2. COLUMNS (PC)
PC 1. S IN G L E L E V E L C O L U M N S PC 2. M U LTI L E V E L C O L U M N S
R A K ^Precast
PCTel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E .
PC 1-1, S INGLE LEVEL COLUMNS
125* I DO* 10mm. THK. SHOC AWCLE , CONNECTION PLATE EUBEDOEO IN PRECAST COLUMN. K IM(GRADE « , S=275 HPo)
470________ .100 .75
T~ — 1 Xb J851 110 j. 1050 J-110w
§s ;
8 88
— ♦ ♦ — 8M ' 18 8
8 S 8 C 1 i | 8 8c 4_ 250 270 140 1 130 2« 250250 770 250 CORBEL
TOP PLAN
,_Ti: WCKX5 9WS ■ELKO Kmro/mew toe, ((No. MS PUfftJ
ELEYATION-A (WM6 U W7i IM] ELEYATIO N-fl |«Of «. WJS W.)
SIS J 1J0 , J1S
/:------ f t
1n >
2e
/
3
R A K ^Precast
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E . PC 1-1
PC 2-1. MULTI LEVEL COLUMN
SECTIONT12-15Q E .W E .F
C O L U M N B E Y O N E D REFER TO PLAN FOR -J SPAN DIRECTION OF HOLLOW CORE PLANKS
D ETA IL -1
<3>
0 7 5 m m . PITCHING HOLE
FOR REINFORCEMENT
COLUMN BEYONEO REFER TO PLAN FO R -I SPAN DIRECTION OF HOLLOW CORE PLANKS
5
4 R 12 ,
Q -?50.250
J50 }
500 | 1 4R12
I 500 1
ELEVATION
DETAIL -2 D ETA IL -3
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E . PC 2-1
3. BEAMS (PB)
PB 1. O R D IN A R Y BEAM SPB 2. PRE S TR ES SE D G IR D E R SPB 3. H O L L O W CORE PRE STR ESSED BEAMSPB 4 . S P E C IA L PU R PO SE BEAMSPB 5. PO ST T E N S IO N ED G IR D E R S
PrecastR A K ^
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E . PB
PB 1-1 ORDINARY BEAMS
T10 L-BAfl OiOOC/C B0THWA.YS
ELEVATION
G3HOLES ___________ 7463__________
110 L-BAfl 020QC/C aOTHWWS
M -
© :
600
500 250 250
____ 400____ JOC
600 .
I t t
f §
55 p
j !!
V
u
L" T\n o _i - m
1
A500
SECT10N-AASCALE 135
T10 STIRRUPS 0 100c/c(51) T10 STIRRUPS 0 I50c/e(5t) T10 STIRRUPS 0 I00c/c(51)
ELEYATIONSCALE 1:25
4T20(21)
4T12 (00 )
SCALE 1:25
T 1 0 @ 1Q 0c /c (51 )
4T25 (00 )
m"
4T20 (2 1 ) / / / /z
4112(00)
T 1 0 @ 1 0 0 c /c (5 1 )
SECTION B-BSCALE 1:25
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R A K , U .A .E .
R A K ^Precast
PB 1-1
PB 2-1 TO 2-5 PRE STRESSED GIRDERS
1220
PB 2-1
Solid Slab Girders
DEPTH(mm)
SPAN (m )
1220
PB 2 -2 oooHollow Slab Girders SPAN (m )
PB 2 -3
PB 2 -4
PB 2 -5
1220------5
- ' •••/ s
Box Girders
I-Girders
Bulb Tee Girders
SPAN (m )
3600
3 0 0 0
SPAN (m )
GIRDER 2400 SPACING
(m m )1800
1200
20 25 3 0 35 SPAN (m )
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264. P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E .
R A K ^Precast
PB 2-1
^o
o
PB 3-1. HOLLOW CORE PRE STRESSED BEAMS
j?-1205
SECTION f 3SECTION
SECTION
<t OF BEARING
0 051
: APPROCH SLAB
0.300*
l.oao
n
0 .3 5 0
17.69
16.99
OF
BEARING
SECTIONLO N G IT U D IN A L S EC TIO N ALO N G
T
APPROCH SLAB
R A K ^ "recast
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264. P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E . PB 3-1
PB 4-1 SPECIAL PURPOSE BEAMS
Location stud and groutNeoprene or plastic shims
Mastic sealant as required — -
DETAIL OF STANDARD TERRACE UNIT1 / 1 0 0 Slope
Downstand as required for design of terrace units
J ,
e
unoo33
T
OT O
U1OO33
1100mm Max 150mmor
200mm
R A K ^Precast
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E . PB 4-1
PB 5-1 POST TENSION GIRDERS
si 1 S EC TIO N 2
L (3 4 0 6 5 )
2500______. 1000 , 10D0 , _______2500<t GIRDER
^ C.t.P DW
E 1TY P IC A L E LE V ATIO N OF G IR D E R
L (3 4 0 6 5 )
T Y P IC A L PLAN O F G IR D E R
R A K ^Precast
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E . PB 5-1
GIRDER
1 DIAPHRAGM-5 ELEVATION
RAK Precast
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O Box: 54535 , Technology Park, RAK, U.A.E. PB 5-2
BRIDGE GIRDER
TYPICAL SECTION A-A
® j . - ® ® ® q Of BEARING 5 OF BEARING { Of BEARING t Of BEARING {V KMKG 5 Of BEARING
520000
r 8f I I i T
. *2.20 HAT +2.20 HAT . +220 HAT▼ m ▼ w c j ▼ IAC0I . 1
PMCAST BIffitR
POSTIHSCNED l-GHMR
PRttASlCWeweK"*
4. SLABS5 1 . H O L L O W C O R E S L A B S (H C S )5 2 . D O U B L E T E E (D T S )5 3 . O M N IA S L A B S
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264. P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E .
R A K ^Precast
S
S 1-1. HC LOAD SPAN CHART (100 mm)
Load Span Chart 100 THICK 11 CORE HC SLAB
CCSC L
"OCOo
■OCDCOoQ .
CDO l=ii
C O
100-mm PLANK WITHOUT TOPPING
0 1 2 3
Slab Span (m)(L/D = Span to Depth Ratio)
f O G G G G G G O G G G I96.5 j . 100 J. 100 j . 100 f IPO | 100 . 100 J. 100 f 100 x 100 j . 100 ^ 98.5 ^
Cross Section
Slab Code VS10
Design Width 1200 mm
Actual Width 1197 mm
Self Weight of the Slab per Square Meter 174 kg/m2
Self Weight of the Slab + Joint Grouting 182 kg/m2
Cross Section Area 890 cm2
Density 2450 kg/m3
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.
Percentage of Concrete 76.66 %
Percentage of Cores 23.34 %
Concrete Grade (Zero Slump) 50 N/mm2
Covering to Strands 30 mm
Fire Rating 1,0 Hours
Acoustic Insulation 46.6 dB
Thermal Resistance 0.115 m2K/W
I R A K ^ Precast
0 Box: 54535 , Technology Park, RAK. U.A.E. S 1-1
S 1-2. HC LOAD SPAN CHART (120mm)
Load Span Chart 120 THICK 11 CORE HC SLAB
RJQ .
"DC\3O
"OCOC D
OQ .
CDC L=3
C O
120-mm PLANK WITHOUT TOPPING
Slab Span (m)(L/D = Span to Depth Ratio)
/ o o o o o o o o o o o vIOC , M J, -DO , 100 J ,00 J . . » , ,00 f ™ , i n , ,00 , , « H
---- ™ j.
Cross Section
Slab Code VS12 Percentage of Concrete 78 %
Design Width 1200 mm Percentage of Cores 22 %
Actual Width 1197 mm Concrete Grade (Zero Slump) 50 N/mm2
Self Weight of the Slab per Square Meter 221 kg/m2 Covering to Strands 30 mm
Self Weight of the Slab + Joint Grouting 230 kg/m2 Fire Rating 1,0 Hours
Cross Section Area 1081 cm2 Acoustic Insulation 48.1 dB
Density 2450 kg/m3 Thermal Resistance 0.136 m2K/W
R A K ^Precast
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S 1-3. HC LOAD SPAN CHART (150mm)
Load Span Chart 150 THICK 11 CORE HC SLAB
150-mm PLANK WITHOUT TOPPING
LTD = 40
0 1 2 3 4 5 6 7 8
Slab Span (m)(L/D = Span to Depth Ratio)
.. 148.5 „ _________300_________„ _________ 300_________* _________ 300________ „ 148.5 .
O o o o o o o o o o o o LI---------------------------1197---------------------------*
Cross Section
Slab Code VS15 Percentage of Concrete 70.7 %
Design Width 1200 mm Percentage of Cores 29.3 %
Actual Width 1197 mm Concrete Grade (Zero Slump) 50 N/mm2
Self Weight of the Slab per Square Meter 252 kg/m2 Covering to Strands 30 mm
Self Weight of the Slab + Joint Grouting 263 kg/m2 Fire Rating 1.0 Hours
Cross Section Area 1233 cm2 Acoustic Insulation 49.9 dB
Density 2450 kg/m3 Thermal Resistance 0.149 m2K/W
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R A K ^Precast
S 1-3
S 1-4. HC LOAD SPAN CHART (200mm 6 Cores)
. rhrt 200 THICK6 CORE HC SLABLoad Span Chart
14
1303Q . 1?
*a 11CT3o 10
■aCD 9cno HQ .E 7COa . tt
CO 5
4
3
2
1
02 3 4 5 6 7 8 9
Slab Span (m)
* ^ * 180 + + l8° * »»5 v.
; J o o o o o o i 2\ ■ ^ ' \ \
A . 5j .4o | 140 J.40j . 140 ^ 140 J rO ^ 140 ^ 140 j .40 . 140 ^ 3 .5
* - 1,97 *
Cross Section
10
(L/D = Span to Depth Ratio)
Slab Code SC20 Percentage of Concrete 65.5 %
Design Width 1200 mm Percentage of Cores 34.5 %
Actual Width 1197 mm Concrete Grade (Zero Slump) 50 N/mm2
Self Weight of the Slab per Square Meter 317 kg/m2 Covering to Strands 30 mm
Self Weight of the Slab + Joint Grouting 334 kg/m2 Fire Rating 1.0 Hours
Cross Section Area 1520 cm2 Acoustic Insulation 52.7 dB
Density 2450 kg/m 3 Thermal Resistance 0,191 m2K/W
I R A K ^ Precast
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S 1-5. HC LOAD SPAN CHART (200mm)
Load Span Chart 200 THICK 11 CORE HC SLAB
ctJQ .
"OC\3O
"OCOC D
OQ .
CDC L
CO
Slab Span (m)(L/D = Span to Depth Ratio)
14&5 „ 300
1 0 0 0 0 0 0 0 0 0 0 0■K im 11001 im~L___________________________________________1197
Cross Section
Stab Code VS20 Percentage of Concrete 65.5 %
Design Width 1200 mm Percentage of Cores 34.5 %
Actual Width 1197 mm Concrete Grade (Zero Slump) 50 N/mm2
Self Weight of the Slab per Square Meter 310 kg/m2 Covering to Strands 30 mm
Self Weight of the Slab + Joint Grouting 326 kg/m2 Fire Rating 1.0 Hours
Cross Section Area 1518 cm2 Acoustic Insulation 52.6 dB
Density 2450 kg/m3 Thermal Resistance 0.166 m2K/W
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E . S 1-5
S 1-6. HC LOAD SPAN CHART (265mm)
Load Span Chart 265 THICK 6 CORE HC SLAB
ctJQ .
"OC\3O
"OCOC D
OQ .
CDC L
CO
Slab Span (m)(L/D = Span to Depth Ratio)
Stab Code SC26 Percentage of Concrete 56.15 %
Design Width 1200 mm Percentage of Cores 43.85 %
Actual Width 1197 mm Concrete Grade (Zero Slump) 60 N/mm2
Self Weight of the Slab per Square Meter 352 kg/m2 Covering to Strands 30 mm
Self Weight of the Slab + Joint Grouting 375 kg/m2 Fire Rating 1.0 Hours
Cross Section Area 1721 cm2 Acoustic Insulation 54.4 dB
Density 2450 kg/m3 Thermal Resistance 0.206 m2K/W
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E .
R A K ^Precast
S 1-6
S 1-7. HC LOAD SPAN CHART (300mm)
Load Span Chart 300 THICK 6 CORE HC SLAB
CtJQ .
"OC\3O
"OCOC D
OQ .
CDC L
CO
Slab Span (m)(L/D = Span to Depth Ratio)
m ^ .« jaf i« A no w ■« />, i« ™L 1197 I
Cross Section
Stab Code SC30 Percentage of Concrete 64.2 %
Design Width 1200 mm Percentage of Cores 35.8 %
Actual Width 1197 mm Concrete Grade (Zero Slump) 60 N/mm2
Self Weight of the Slab per Square Meter 380 kg/m2 Covering to Strands 35 mm
Self Weight of the Slab + Joint Grouting 408 kg/m2 Fire Rating 1.0 Hours
Cross Section Area 1900 cm2 Acoustic Insulation 55.7 dB
Density 2450 kg/m3 Thermal Resistance 0.212 m2K/W
I R A K ^ Precast
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E . S 1-7
S 1-7, HC LOAD SPAN CHART (400mm)
Load Span Chart 400 THICK 6 CORE HC SLAB
ctSQ .
" OCCSo
" OcucooCL
CDQ .ID
CO
Slab Span (m)
Cross Section
Slab Code SC40 Percentage of Concrete 48.42 %
Design Width 1200 mm Percentage of Cores 51.58 %
Actual Width 1197 mm Concrete Grade (Zero Slump) 60 N/mm2
Self Weight of the Slab per Square Meter 458 kg/m2 Covering to Strands 35 mm
Self Weight of the Slab + Joint Grouting 498 kg/m2 Fire Rating 1.0 Hours
Cross Section Area 2238 cm2 Acoustic Insulation 57.9 dB
Density 2450 kg/m3 Thermal Resistance 0.232 m2K/W
R A K ^Precast
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R AK , U .A .E . S 1-7
Supe
rimpo
sed
Load
(k
pa)
S 1-8. HC LOAD SPAN CHART (500mm)
Load Span Chart 500 THICK 6 CORE HC SLAB
Slab Span (m)
'
. U ,V _ /o = \_ / o W o \ J . o \_ f o A ,
/ " S7 J
Cross Section
Slab Code SC50 Percentage of Concrete 47.48 %
Design Width 1200 mm Percentage of Cores 52.52 %
Actual Width 1197 mm Concrete Grade (Zero Slump) 60 N/mm2
Self Weight of the Slab per Square Meter 539.26 kg/m2 Covering to Strands 40 mm
Self Weight of the Slab + Joint Grouting 621 kg/m2 Fire Rating 1.0 Hours
Cross Section Area 2742 cm2 Acoustic Insulation 60.8 dB
Density 2450 kg/m3 Thermal Resistance 0.255 m2K/W
II
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S 0-1. HC TYPICAL DETAILS
T IE A B O V E W A L L I B E A M M IN . 2 T 1 2
T 1 0 U -B A R IN S L A B J O IN T
T IE A B O V E W A L L B E A M M IN 2 T 1 2
S C R E E D M E S H
■ i i e i e B M r i E n u i t e ■-■ m * m f i W -- ■ .: ■ * , 1 ^ ; - •
A
H O L L O W C O R E S L A B
D R V P A C K
L - B A R
H O L L O W C O R E S LA B
IN -S IT U W A L L I B E A M
M E S H S C R E E D T IE A B O V E W A LL / B E A M M IN . 2T12 T 1 0 T IE IN E A C H S L A B JO IN T T 1 0 T IE A B O V E W A L L /B E A M
H O L L O W C O R E S LA B
D O W E L B AR
IN -S ITL I W A LL I BE A M
H O L L O W C O R E S LA B
D O W E L B A R
IN -S IT U W A L L ! B E A M
T IE A B O V E W A L L / B E A M M IN . 2 T 1 2
S C R E E D M E S H
r / W y 2 ■ > - » fr-
V . V . V . V . V . V . W
so
? /= . J v ; •
H O L L O W C O R E S L A B
D R Y P A C K
L - B A R
IN -S IT U W A L L B E A M
R A K ^Precast
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S 0-2. HC TYPICAL DETAILS
T IE A B O V E W A L L B E A M W IN . 2 T 1 2
H A C K IN G A T IN T E R V A L S
T 1 0 S T IR U P P
H O L L O W C O R E S L A B
D R Y P A C K
D O W E L B A R
IN S IT U W A L L / B E A M
Tie A B O V E W A L L / B E A M M IN 2 T t 2
H A C K IN G A T IN T E R V A L S
T 1 0 S T IR R U P
D R Y P A C K
U ■ B A R
IN -S IT U W A L L 1 B E A M
B L O C K W A L L
T IE R E IN F O R C E M E N T
U - B AR
H O L LO W C O R E S LA B
D R Y P AC K
S T E E L B EA M
T 10 @ -500 GROUTED INTO BLOCK W ALL UP TO 4Q0nmi ABOVE SSL |TY P )
2T10
TIF BAR IN S I AB JOINT
LOAO BEARING BLOCK WALL
HO LLOW CORE SLAB
■ J i .*.■ \ ■ y ' -. i - . . ... • - . ,
DRY PACK
U - BLOCK
T 10 @ 400 G R O U TE D INTO BLO CK W ALL UP TO 400m m ABO VE SSL (TYP.) LO A D BEA R IN G SLO C K W ALL
T IE R E IN F O R C E M E N T
H A C K IN G A T IN T E R V A L S
U - B A R
S O' H O L L O W C O R E S L A B
D R Y P AC K
S T E E L B E A M
GROUT WESH SCREED
lOOmro D M HOLE IN H O LLO W CO RE S tA B
T HR O UG H G O IN G BOLT
DRY PACK
CAN TILEVER LENGTH
HOLLOW CORE SLAB
P O W E l BAR
RC BfcAM i CAST-IN-SITU)
HO t. LO W CO R E SLAB
BLOCK WALL
R A K ^Precast
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S 0-3. HC TYPICAL DETAILS
T8 U - LIN K S @ E VE R Y 400m m U P S TIC K MIN. 30m m IN A LL JO IN TS
SC R E E D M E SH
S E C T IO N A S E C T IO N B
STEEL BEAM
G R O U T
H O LLO W C O RE SLAB
-„V - A S ' t z . . —m. Tj
U P S TA IV D C A S T E O E IT H E R B E F O R E O R A F T E R E R E C T IO N O F S L A B
R C B E A M (C A S T - IN -S IT U )
G R O U T
STEEL BEAM
TIE R E IN FO R C E M EN T H O LLO W C O RE SLAB
T10 TIE IN EACH SLAB JOINT TIE REINFORCEMENT
T H R O U G H G O IN G B O LT100 x 100 x 10m m MIN S T E E L P L A T E
2 N O S . H A C K IN G IN E A C H S LA B S T O B E C A S T E D W IT H S C R E E D G R O U T IN G A F T E R E R E C T IO N
HOLLOW CORE SLAB
TIE R E IN F O R C E M E N T
T H R O U G H G O IN G B O L T100 x 100 x 10mm MIN. STEEL PLATE
. - ' J . . - , / ■ 7 " ■ -f.
HOLLOW CORE SLAB
R A K ^Precast
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S 2-0. DOUBLE TEE SLABS
— with a ?rage 5cs-;eo or
0 $ 8
•*t5>
min h MOD mri»
( M ax. L = 20 .0m ) (M a x . L = 21 ,0 m ) ( M ax. L = 22 .0m )
w
{ M ax. L = 23 .0m )
W=1300 min. St 1400 max.
$ < iivji I
( M ax. L = 19.0m )
(M a x . L = 1 8 .0 m )
1m
C.'1
a8
(M a x . L = 1 9 .0 m )
s>r.-v 1 ’-r
W
0 $( M ax. L = 2 0 .0 m )
W= 1300 min. 4c 1400 eno*.
■1 m m * * * ■'
I“ % 3 r-I
i i
(M a x . L = 2 1 .0 m )
a I&( M ax. L = 17.0m )
. ••/.• . • " " ' 7
Ift'S
(M ax. L = 15.5m)
------------------------------------------------------- ----------------1".‘VvT 'w ■" j''.'
i f f |
I 1 i i(M ax. L = 16.5m)
W=1300 min. k 1400 max.
( Max. L = 17.5m )
, l - / i -r f.
f e a t?
Hf d L
$L
Il20
( Max. L = 13.5m )
■S'sa.; x J S i
fe 'i]f'i?
( Max. L = 14,5m )
w ■■ :■■
. SW v ’SN:;*!
■liT I f j
(M ax. L = 15.5m)
min & 14flD m m
R A K ^Precast
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S 2-1. DOUBLE TEE SLABS
( SPA N L = 20.0m )
Non Load-Bearing Spandrel To Double Tee Connection
- BEARING PAD
Load-Bearing Ledged Spandrel To Double Tee Connection
Load-Bearing Pocketed Spandrel To Double Tee Connection
TOCLED, DRESSED AND PRiMED JOINT c / w SEALER
FLANGE CONNECTION D /T E E DECK
Crack Control Detail @ Double Tee Joints
R A K ^Precast
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S 2-2. DOUBLE TEE SLABS
w e l d e d c o n n e c t i o n
BEAR IN G PAD
V , . O ULUM N . J
\ : / \ .. /
9 0 0 ( 3 - 0 " ) SWALE ®
■ -s-s*
GRILLAGE (B V O TH ER S) *N OPENING
Inverted T/Beam to Column Connection
Column Wall to Double Tee Connection
- BEARIN G PAD
Inverted T/Beam to Double Tee Connection
R A K ^Precast
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S 3-1 OMNIA SLABS
________________________ 4110
A
t - : : : :
300
i 60
0 30
0
OoCNI
555 . 1000 i. 1000 1000 555
ELEVATION
SECTTON-BB
U p p e r bar 6 to 12 m m d ia m e te r
C o n tin u o u s bars 4 to 6 m m d ia m e te r to Jorm tru ss
10 m m d ia m e te r
A u to m atic spot w e ld in g
H = 75 to 250 ap p ro x . max
_ 6 0 to 150 a p p ro x . max
50 to 1 00 u s ing s ta n d a rd tru s s
U pto 2 00 u s in g deep tru ss
^ ^ ^ - I n s i t u c o n cre te
: : M v -
S ^ ^ - P r e c a s t unit — r . i • • ^ L j1-----------------■-
L ig h t m esh be tw ee n trusses
r ds
PO S IT IV E M O V E M E N T S
(b )
P o lystyrene o r s im ila r biocks
R A K ^Precast
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5. VETICAL CIRCULATIONS (ST)
ST1. STAIRS (ST)
R A K ^Precast
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ST 1-1. STAIR CASE DETAILS
TOWER DOUBLE RUN STAIR DETAIL
TWO RUN STAIR DETAIL
R A K ^Precast
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200
ST 1-2. STAIR CASE DETAILS
P R E C A S T S T A IR (2 0 0 m m . T H K . }
3 0 0 3 0 0
1 5 0 1 5 0
T20 DOWEL BAR IN 050mm. HOLE 0
(GROUTED AFTER ERCTION) £
5 0 3 0 0 5 ^
C O N C . B L IN D IN G
Stair on Slab
PR E C AST STAIR
C O NC BLINDING
60mm. THK. STRUC T!. SCREED
TOP OF SCREED
253/100/ /
T16 DOWEL BAR IN 050mm. HOLE
(GROUTED AFTER ERCTION)
PRECAST STAIR (200mm. THK.)
100 100/ / /
PRECAST BEAM (200x500)
200
PRECAST STAIR (200mm. THK.)
647
R A K ^Precast
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6. M IS C E LLA N E O U S (M ISC )
M IS C 1. B O U N D A R Y W A L L M IS C 2. R E T A IN IN G W A L L M IS C 3. B A R R IE R S M IS C 4. S P E C IA L F E A T U R E S M IS C 5. M A N H O L E S M IS C 6. P L A T F O R M M IS C 7. L E IG O B L O C K S M IS C 8. B O X C U L V E R T
R A K ^Precast
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MISC 1-1. SOLID BOUNDARY WALL
BOUNDARY WALL PANEL TYPE-1
Ti
J.5j) 730
SIZES3 0 0 03 3 0 03 7 0 0
880 - W
i .
X A \0 0 s 0
” 680 r n ^ ™ 600 ™680 2®
j. 700 | 11100 j5000
TOP PLANS O U 140
SIZES3 0 0 03 3 0 0
RSNF0RCEMENT DETAIL
SECTION B -B
BOUNDARY WALL PANEL TYPE-2— + _
ELEVATIONKH£ i »
41® A "1
0 B 0 q
i .. 700 jCO. WO 2C0. 1800 200 COO OT. 700 lOOXIOQttO 0ED>' f 700 I T 1000 " 1600 ■— — " " " "■ H H - I 1000 J. 700 j.BCCCSS W /* 5 0 HOli
TOP PLANS M I 1*0
&T10 «20Qc/c- T10 •2Me/e—
TIC *200e/c-
SECTION C -C
□ 12.—«T12-n2 #200e/c - r a
—T12 0200c/c
R A K ^Precast
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MISC 1-2. PC BOUNDARY WALL WITH STEEL GRILL
pcw-a
I
V
©3600
1200
□ c m c p c m c m
..........
IWIflJ PflECAST S0U0 WALL PANEL
3500
3200 A .
r n f n T f T r r r j
9999 ¥99999991S0HV PH CAST S0U0 #AU PANEL
m 3
3GOO
1200
TO BE RILED *TTK NON SW KA lX GROUT AFTER ERECTION
2 COATS WIH BTUWNOUS PAJMT
999999999999IMWU PRECAST SOUO M i. PANEL — GROUND LEVEL
PARTIAL ELEVATION
u li e
; e I T
>yv
31£
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--------------
DETAIL-2SCALE 1:10
‘3 ■ ©
R A K ^Precast
Tel: + 971 7 244 7354, Fax: + 971 7 244 7264, P.O B o x : 54535 , T e c h n o lo g y P ark , R AK . U .A .E . M IS C 1-2
MISC 1-3. PC BOUNDARY WALL WITH LOGO
(AXIS)v j y
SAND BLASTED FINISH SMOOTH FINISH
120MM SOUP PRECAST WALL
COATED WITH 12 LAYERS OF BITUMINOUS PAINT
■ ■ ■ ■
1F
, 636 ,
3recast2560 „ s
§
AXIS.\Z s
FLOWABLE CEMENT GROUT
- PRECAST FOOTING100 m BUNDING
COATED WITH 2 LAYERS OF BITUMINOUS PAINT
(BY OTHERS) 100 MM BLINDING (BY OTHERS)
TYPICAL ELEVATIONSCALE 1:50 MTS
(a x is ) A X IS
PROPERTY LINE
1 SECTION XM SCALE 1:50 MTS
* —'" '- I - ( m s )W
V:g „ ;g I!B 2
§
1 i
s r i
; i
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! ii= ri
I 3
S ID E D
a :0 'comoftw pwll so*
' j f = f | Jr
2 C ® " 4 1
SiDE E
-Jr-----------— -----------Jr-D E T A IL 1
I £
§
Itnt . 1500
#1«H" tUP MXE
* ' ,w ............................ •
/ — I — ^_________ o u is id t |
n ;H [ I . li. l = S£
L©
n a n
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Tel: + 971 7 244 7354, Fax: + 971 7 244 7264. P.O B ox : 54535 , T e c h n o lo g y P ark , R AK . U .A.E. M IS C 1-3
MISC 1-4. HC BOUNDARY WALL
TYPICAL ELEVATION-1. . SCALE : 1:50 ^ T Y P I C A L ELEVATION-2
/ T \ SECTION Y - tv _ . SCALE : I 50
SECTION X - l, - SCALE : 1:30
/ T n SECTION X - 2. , SCALE : 1:30
L 2 RAK ^ Precast
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MISC 2-1. RETAINING WALL
(0t :< t
0100mm WEEP HOLE W / METAL GRILL
o * 0
GROUT AFTER ERECTION BY MAIN CONTRACTOR
a
3 0 0
GROUT AFTER ERECTION BY MAIN CONTRACTOR
M l 6 NUT W /7 Q x 7 0 x 5 rn m
116 DOWEL BAR EMBEDED IN RETAINING WAL_
LEVELING SHIMS AND GROUT
& 5 0 m m HOLE GROl A R E R EREC
T 2 0 DOWEL B A R ____EMBEDED IN CAST IN SITU KEY (B Y MAIN CONTRACTOR)
CAST IN SITU SHEARKEY(BY MAIN CONTRACTOR)
MINIMUM COVER
BUNDING CONCRETE__________(B Y MAIN CONTRACTOR)
W / 0 4 0 HO AFTER
\L E V E L IN G S H IM S & G R O UT
\ M 1 6 TH R EAD E D BAR EM BEDE D IM RETAIN ING W A LL W /N U T & W ASHER
250 150
12 801
80X80X50mm DEEP RECESS W/«40 H01E
•> 0
1I '
\ _ 2 T 1 6 DOWEL BAR EMBEDED.V . \H RETAINING WALL * /
NUT k WASHER
0a "L-
o 'V“ >
z
fP LT
(BY MAJN CONTRACTOR)
1 a
BUNDING CONCRETE (BY MAIN CONTRACTOR)
30X80X50mm DEEP / RECESS W/040 HOLE
2T16 DOWEL BAR EWSEOED IN RETAINING WALL W/NUT i t WASHER
R A K ^Precast
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MISC 3-1. BARRIER
SIDE ELEVATIONFRONT ELEVATION
PERSPECTIVE
R A K ^Precast
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R A K ^Precast
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