DNV Certification B.V. The Netherlands R A K ^ s s ISO ... · Precast solid concrete products...

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

[email protected]

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

http://www.rakprEcast.cDm

mailto:[email protected]

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

http://www.rakprecast.cDm

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Tel:

+ 97

1 7

244

7354

, Fa

x: +

971

7 24

4 72

64,

P.O

Box:

545

35

, Tec

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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


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



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



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


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 D E N S IT Y 2 4 5 0 Kg / M3



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)


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 D E N S IT Y 2 4 5 0 Kg / M3



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


7X40

0=28

00

WL 2-1. SANDWICH PANELS


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


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


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


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


WL 4-1. HOLLOW CORE WALL PANEL

H P ffiE _ S « E _ S it

WALL PANEL

GROUTING

SECTION-3SOME ^3

SECTION-4SCALE


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)


RJQ .

"DC\3O

"OCOC D

OQ .

CDC L=3

C O



/ 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

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 1-2




LTD = 40

0 1 2 3 4 5 6 7 8


.. 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 %



Self Weight of the Slab + Joint Grouting 263 kg/m2 Fire Rating 1.0 Hours



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 1-3

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 %






Density 2450 kg/m 3 Thermal Resistance 0,191 m2K/W

I R A K ^ Precast




ctJQ .

"OC\3O

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1 0 0 0 0 0 0 0 0 0 0 0■K im 11001 im~L___________________________________________1197

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Stab Code VS20 Percentage of Concrete 65.5 %










ctJQ .

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CDC L

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Stab Code SC26 Percentage of Concrete 56.15 %







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



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Stab Code SC30 Percentage of Concrete 64.2 %







I R A K ^ Precast


S 1-7, HC LOAD SPAN CHART (400mm)


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CDQ .ID

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Slab Span (m)

Cross Section








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Slab Span (m)

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Self Weight of the Slab per Square Meter 539.26 kg/m2 Covering to Strands 40 mm




II


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


D O W E L B AR

IN -S ITL I W A LL I BE A M


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

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V . V . V . V . V . V . W

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L - B A R

IN -S IT U W A L L B E A M

R A K ^Precast

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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


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


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


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



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



( 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



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


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

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31£

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--------------

DETAIL-2SCALE 1:10

‘3 ■ ©

R A K ^Precast

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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

§

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I £

§

Itnt . 1500

#1«H" tUP MXE

* ' ,w ............................ •

/ — I — ^_________ o u is id t |

n ;H [ I . li. l = S£

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n a n

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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-

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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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0 M

O-M

1-04

-001

MISC 4-1. SPECIAL FEATURES - MINARET

LTiU ♦ 15.650

ROOF SSL LEVS. *8.95 D

LEVEL *21.50' I

LEVEL *15.625

ROOT SSI LEVtL *8.95

LEVEL ti.eS

CfiOUffl Sf L LEVEL *150

^ELEVATION-2 -m

©

fT\ SECTON-1 ■Oi"\ SECTON-2 SECTOH-3

R A K ^Precast

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MISC 5-1. MANHOLES

TOP PLANSCALE 1:50

1J0 600 JJ0

1 i » , 00J 457

)

? » ™ TOO 700 1105

I 1t 1 1 1 A A s

TOP PLAN (PART-C)SC*U 13C

A SECTION C-CSCJU.I 1:50 (WT. • J.95)

. ________________________ 24QQ

SECTION E-ESCA.E 1:50 QT. - 11.2*)

F O R V E H IC L E L O A D IN GSOtC • :50

LV . MANHOLE 1.8mxl.8mxl.6m DEEPOYPE EMH-3) FOR VEHICLE LOADING

S O I ! 1 50

TOP PLAN (PART-B)SCAtl 1:10

SCAIE 1:50 (WI . = J.92)

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R A K ^Precast

M IS C 5-1

MISC 5-2. MANHOLES

TOP PLANSCALE 1:50

SECTION A-ASCALE 1:50

TOP PLANSCALE 1:5Q

SECTION B-BSCALE 1:50

150,

2fJ 2 5 ^ 5 0

r :-37[jL3fi

25

1800

1200

25LWJ2'-

J p a y j ;

•r u i

SECTION C-CSCALE 1:50

SECTION EH)SCALE 1:50

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 5 -2

PLATFORM

PE-01-»3 (Pf-01-0KJS|PC-01-001UPN3S0 UPN300 UPN360

PE-02-001

|PE-02-012jPE-02-002 PE-02-M7UW300 UPN300 UPN350

*9 PE-02-003 IPE-02-013I

PE-02-004

IPC-02-01SJPE-02-005 PE-02010

PE-01-002

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PrecastT e l: + 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 . M ISC 6-1

BREASTING DOLPHIN

G >

? I 5

, / a\

CP

PRECAST ELEMENT PLAN (BREASTING DOLPHIN)

© / » / » / » /

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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 . M ISC 6-2

LEIGO BLOCKS

t - - t J 5 0 ,

DETAIL 1

0 40 PVC PIPE

16008 0 0 f 400

400 y 400 ^ 200 \

1 -300 ,1 5 0 . GD< k •

• f

1 I•--vv , 0 4 0 PVC PIPE

A

CDcm

A *L 190 5 1 315 f t 380 f t 315 190 ^

1600

LI

PVC PIPE 0 40 PVC PIPE

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330 7121450

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X ©- g d

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IT

_>_____ 1600

ELEVATION

+ 1600

+ 400 + 800+ + . 7,2 ©

/ » J J . J16 J } ' 90/

650

r f f , L?5 c GD

J _______i—L .

, 190 53 315 53 190

h 499 + ^ 4 - q d 800

»40 PVC PIPE *40 PVC PIPE

PrecastT e l: + 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 a rk , R A K , U .A .E . M IS C 7-1

BOX CULVERT

-©

0011 =8

MALE EOGE FEMALE EDGE DETAIL EDGES

i -

725 , 775

V- 1 :

8 8

1

1 -

„

I

- »

f l |

§ i

§§

1030 , SCO

750 . 750

SIDE VIFW f i ll--

SIDE END TYPE

INTERMEDIATE TYPE

SIDE END TYPE.JOO. 500 , J000 , 500 .200

+ i i-A-f . Q Q

\ 8+

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+ ^MALE EDGE NEUTRAL EDGE

W 'W

(2)

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d)

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 . M ISC 8-1

DNV Certification B.V. The Netherlands R A K ^ s s ISO ... · Precast solid concrete products...

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Transcript of DNV Certification B.V. The Netherlands R A K ^ s s ISO ... · Precast solid concrete products...