g a m u d a i n d u s t r i a l i s e d b u i l d i n g s ......precast slab (base) 65mm in-situ...
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![Page 1: G A M U D A I N D U S T R I A L I S E D B U I L D I N G S ......Precast Slab (Base) 65mm In-Situ Concrete 85mm Precast Slab (Base) 65mm In-Situ Concrete 85mm + Lattice Girder + Lattice](https://reader034.vdocument.in/reader034/viewer/2022042119/5e97fb396e775367d733d974/html5/thumbnails/1.jpg)
D E S I G N G U I D E L I N E F O R A R C H I T E C T S & E N G I N E E R S
G A M U D A I N D U S T R I A L I S E D B U I L D I N G S Y S T E M
R E V 0 1
© 2019 Gamuda IBS. All rights reserved. This publication is intended for personal use, quick reference, illustration and information purposes only and may not be copied, redistributed or published in any manner without the written permission of the Company.
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I B S C O M P O N E N T S
I I I
M a i n c o m p o n e n t s o f G a m u d a I B S :
I I II B S
W A L L S
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S T A I R C A S E S
0 4
S L A B & B E A M E L E M E N T S
0 2
S P E C I A LE L E M E N T S
0 5
B A T H R O O M P O D S
0 3
2
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I I II B S
C O M PG I B S C O M P O N E N T S
I I I
01 - Wall Elements
02 - Slab & Beam Elements
03 - Prefab Bathroom Unit
04 - Staircases
05 - Special Elements
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W A L L S
0 1
0 1W A L L S
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0 1W A L L S
W A L L S
0 1
EXTERNAL WALL
INTERNAL WALL
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M I N . 4 5 0F R O M S L A B /
S O F F I T F O R O P E N I N G S
S O L I DW A L L
1.1
a. Application
<20 stories
b. Type • Load-bearing wall
• Non load-bearing wall
c. Height • Max. 3500mm
d. Thickness • 100 - 200mm
• Up to 500mm double wall
e. Length • Max. 6000 mm
• Max. 4500 mm
f. Weight • 6000 kg (Max. 6 tonnes)
g. Other
Considerations• Minimise brick wall construction
• Round up opening dimensions
(ie. 2450mm → 2400mm)
• Min. 200mm distance from
openings to edge of wall
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M a x . P r e f e r r e d W a l l L e n g t h :6 0 0 0 m m
P a r t i t i o n w a l l : 4 5 0 0 m m ( 1 0 0 m m t h k )
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R o u g h S u r f a c e
S m o o t h S u r f a c e
W A L LF I N I S H E S
a. Application
<20 stories >20 stories<5 stories
b. Type • Smooth Surface
• Rough Surface
During manufacturing, the side of
the wall facing the conveyor belt
will produce smooth surfaces,
while the side exposed to the air
will produce rougher surfaces.
c. Other
Considerations
• Smooth-faced surfaces are
marked by an arrow on the shop
drawing
• Smooth-faced surfaces are often
specified to face the external, so
as to decrease the amount of
finishing works to be done
(hence decreasing scaffolding
works)
: S m o o t h s u r f a c e f o l l o w i n g a r r o w d i r e c t i o n
S U R F A C E F I N I S H E S
1.2
S m o o t h S u r f a c e
R o u g h S u r f a c e
P a i n t
* O n s m o o t h s u r f a c e , s k i m c o a t i s o n l y a p p l i e d a t w a l l j o i n t s
S k i m C o a t( 1 - 3 m m t h k )
P a i n t
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S T R U C T U R A L E L E M E N T S
0 2
0 2S T R U C
B E A M S H A L F S L A B S P R E - S T R E S S E D S L A B S
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0 2S T R U C
S T R U C T U R A L E L E M E N T S
0 2
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H A L FS L A B S
2.1
a. Application
c. Thickness • 65 – 100mm precast plank +
75 – 100mm in-situ topping
d. Length • 4500 mm
e. Weight • 1500kg / m2
f. Design
Considerations• Width of half slab panels are
recommended to be 2400mm for
easier loading and transportation
<20 stories >20 stories<5 stories
b. Width • 2400 mm (max 3000 mm)
Precast Slab (Base)
65mm
In-Situ Concrete
85mm
Precast Slab (Base)
65mm
In-Situ Concrete
85mm
+ Lattice Girder
+ Lattice Girder
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B E A M S
a. Application
c. Depth • 300, 450, 600 mm
d. Length • Max. 10000 mm
e. Design
Considerations
<20 stories >20 stories<5 stories
b. Width • 100, 125, 150, 300mm
• Avoid cross-beams in kitchen
area to allow for full-height
cabinetry
TYPICAL BEAM SIZES2.3
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S T A I R C A S E S
0 4
0 4S TA I R S
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S T A I RC A S E
4.1
2 4 0 0 m m
8 1 °
1 1 3 5 m m
a. Application
<25 stories
b. Floor Height • 2.9 m
c. Recommended
Height
• 18 Risers ( 9 risers/ flight)
• R = 161.11 mm
• T = 255 mm
d. Design
Considerations• Standardize component size for
repetitive use
• Recommended to have
repetition for at least 100 times
• Recommended to reuse existing
mold
>25 stories
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S T A I RC A S E
1 6 1 . 1 m m
2 5 m mN o s i n g
3 x 9 m m x 4 . 5 m m G r o o v e L i n e
5 m m C H
5 m m C H
R e c o m m e n d e d g r o o v e l i n e s d i m e n s i o n a t s t a i r c a s e n o s i n g
a. Application
<25 stories
b. Floor Height • 2.9 m
• 18 Risers ( 9 risers/ flight)
• R = 161.11 mm
• T = 255 mm
d. Design
Considerations• Standardize component size for
repetitive use
• Recommended to have
repetition for at least 100 times
• Recommended to reuse existing
mold
>25 stories
c. Recommended
Height
4.1
8 1
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S P E C I A L E L E M E N T S
0 5
0 5S P E C I A L
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a. Application
<25 stories >25 stories<5 stories
S P E C I A L E L E M E N T S
5.1
P O S S I B L E V A R I A T I O N S
b. Type • Coping
c. Other
Considerations
• Ensure the coping is seal or
welded in property
• Ensure it is lightweight
COPING
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S P E C I A L E L E M E N T S
P O S S I B L E V A R I A T I O N S
a. Application
<25 stories >25 stories<5 stories
b. Type • Coping
c. Other
Considerations
• Ensure the coping is seal or
welded in property
• Ensure it is lightweight
5.1 OVERHANGS
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