PBL Group Ltd.
8/11 Soi Viphavadi 44, Viphavadi-Rangsit Road,
Lardyao, Jatujak,
Bangkok 10900,Thailand.
Part 3
Work Examples - Buildings
Presentation by
Mr. Prapat Boonlualoah
CEO, PBLFactory
Group Ltd.,
Bangkok
Products & R&D Certification
Export
Outreach
PBL Export Vision
Conclusion
Case Studies
Projects
Hamad Medical City (The 2006 Asian Games Complex, Doha, Qatar).
ABC Tower (Sharjah, UAE)
River side Garden Marina (BKK, Thailand)
Asia Center (BKK, Thailand)
Shrewsbury International School (2006 PTI Award of merit winning project, BKK)
Ideal 24 (BKK, Thailand)
OCIC Tower (Phnompenh, Cambodia)
Museum of Islamic Art (Doha, Qatar)
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
Hamad Medical City, Doha, Qatar
(Asian Games 2006 Complex)
Total Post-Tensioning Area By PBL = 600,000 Sqm
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
Hamad Medical City, Site Layout Model
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Hamad Medical City, Doha, Qatar
Married Staff & Nurses Hostel
•32 Buildings of 8 – 9 storey residential
•Post tension flat plate system
•Typical span 6.5 x 7.5 m
•Thickness 225 mm
•PBL Flat duct bonded tendon system
•Area 150,000 sq.m.
Ministry of Public Health
•9 storey office and 3 floors parking building
•Post tension flat plate system
•Typical span 9 x 9 m
•Thickness 250 mm
•PBL Flat duct bonded tendon system
•Area 40,000 sq.m.
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Hamad Medical City, Doha, Qatar
Central Energy Plant Building
•4 storey plant building
•Post tension slab with banded beam system
•Typical span 9 x 12 m
•Thickness 320 mm
•Banded beam
•PBL Flat duct bonded tendon system
•Area 30,000 sq.m.
Staff Club
•4 storey services building
•Post tension flat plate system
•Typical span 8.5 x 9 m
•Thickness 250 mm
•PBL Flat duct bonded tendon system
•Area 8,000 sq.m.
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Hamad Medical City, Doha, Qatar
Hospital Building
Oval Car Park
•4 storeys of common podium
•3 Towers of 9 storey, 8 storey and 6
storey
•PT flat plate, PT slab & slab band, PT
band beam
•PT transfer floor with grid beam
•Span combinations ranging from 9 – 35
m with cantilever from 4 – 10 m
•Thickness ranging from 250 – 800 mm
•PBL Flat duct bonded tendon system
•Area 200,000 sq.m.
Products & R&D Certification
Factory
•1 storey of parking floor
•Post tension flat plate system
•Typical span 9 x 9 m
•Thickness 250 mm
•PBL Flat duct bonded tendon
system
•Area 30,000 sq.m.
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
Installation in Qatar
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
Married Staff & Nurse Hostel
CEP
MOPH
Staff
Club
Works-in-Progress - Qatar
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
MOPH Building
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
MOPH Building
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
Married Staff & Nurse Hostel
CEP
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
Staff Club
Products & R&D Certification
Factory
Export Outreach
Export Vision
Conclusion
CantileverPBL
at Corner
of Building
Hamad Medical City
Construction of Hospital Building
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
Hospital Building - Key Plan
PMR
CH
SNF
ORTHO
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
Hospital Building - Key Plan
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
SNF_Framing and R/f Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
SNF_Tendon Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
PMR_Framing & R/f Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
PMR_Tendon Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
Transfer Structure – Children Hospital
Products & R&D Certification
FramingExport Outreach
Factory
PBL Export Vision
Conclusion
Hamad Medical City
Transfer Structure – Children Hospital
Products & R&D Certification
Tendon Layout
Export Outreach
Factory
PBL Export Vision
Conclusion
Hamad Medical City
Transfer Structure – Children Hospital
Framing with
banded beam
Factory Export Outreach
Products & R&D Certification
PBL Export Vision
Conclusion
Hamad Medical City
Transfer Structure – Children Hospital
Products & R&D Certification
Tendon Layout
Export Outreach
Factory
PBL Export Vision
Conclusion
Hamad Medical City
Completed Children Hospital Building
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
Completed PT Slab – Hospital Building
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
Completed PT Slab – Hospital Building
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
Completed PT Slab – Hospital Building
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
Completed PT Slab – Hospital Building
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
Completed PT Slab – Hospital Building
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Hamad Medical City
Completed PT Transfer Floor – Hospital Building
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Tower A, B, C, Sharjah, U.A.E.
•4 parking floors as common podium + 3 towers of 33 floors of residential
•Post tension flat plate system
•Typical span 8 - 9 m
•Thickness 220 mm
•PBL Flat duct bonded tendon system
•Area 120,000 sq.m.
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Tower A, B, C
Towers A, B and C – U.A.E
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Tower A, B, C
Framing
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Tower A, B, C
R/f Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Tower A, B, C
Tendon Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Riverside Garden Marina, Bangkok, Thailand
•6 parking floors + 1 landscape garden + 3 towers of 30 floors residential
•Post tension flat plate system
•Typical span 10 x 9 m (octagonal shape)
•Thickness 250 mm with 50 mm slab depression at local bathroom area
•PBL Flat duct bonded tendon system
•Area 120,000 sq.m.
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Riverside Garden Marina
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Riverside Garden Marina
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Riverside Garden Marina
Framing
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Riverside Garden Marina
R/f Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Riverside Garden Marina
Tendon Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Asia-Center, Bangkok, Thailand
•20 storey office towers + 8 storey car park
•Post tension flat plate system
•Typical span 11 x 13 m
•Thickness 300 mm
•PBL Flat duct bonded tendon system for office slab tower
•PBL Single Strand bonded tendon system for car park
•PBL Multi Strand round duct system for transfer beams and beams
of perimeter moment resisting frames
•PT slab area = 39,000 Sq.m
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Asia-Center, Bangkok, Thailand
•The entire structure is designed with PT floor system and perimeter
moment resisting frame which incorporates column bracing and long
span beams
•The beams of the perimeter frame are designed as PT beams
•PT transfer beams are used at every interval of 4 floors and transfer
gravity load by bracing columns and PT tie beam members at ever 4 floor
intervals
•The 1st floor of office tower takes 28 m clear span and supported by PT
slab and beam systems. The transfer beams at 8th floor level (i.e. 1st office
floor) is designed as part of rigid PT frame supported by 2 nos. of 20 m
tall R. C. columns
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Asia-Center, Bangkok, Thailand
•Typical PT floor slab is designed using strip method of designing slab to
determine the amount of pre-stressed force by balance load with self
weight of slab itself.
•The number of tendons as obtained by the strip method are distributed in
both directions as per concept of load distribution in slab by strip method.
•FEM analysis is used to analyze and design of the slab serviceability and
strength.
•Special provision for seismic design of Chapter 21, ACI 318-02 is also
incorporated for the design of PT perimeter moment-resisting frame.
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Asia Center
Asia Center: The entire structure is being designed as a
moment-resisting frame which incorporates column bracing
and long spans. The structure is designed such that the slab
system acts in resisting gravity loads and transmit lateral load to
perimeter concrete frame using PT member incorporating
bracing transfer structure system for gravity and lateral load and
also incorporate tall column height with long PT transfer beam.
This Project is in accordance with the latest addition to the
Chapter 21, ACI–02 Code, which incorporates seismic forces
using pre-stressing.
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Asia-Center
2.00
4.50
4.50
4.50
4.50
53.50
4.50
4.50
4.50

4.50
4.50
4.50
2.00

7.8750

4.50
LB1
LB1
LB1
LB1
PB1
PB1
14.25
30.00
LB1
7.8750
EL
= m.
SDL = 350 kg/m.2
LL
= 300 kg/m.2
PT. Slab = 0.30 m THK.

Products & R&D Certification

FramingExport Outreach
Factory

PBL Export Vision
Conclusion
Asia-Center
4.50
4.50
4.50
TD
4.50
53.50
4.50
4.50
4.50
4.50
4.50
4.50
2.00
TE
7.8750
4.50
BOTTOM REINF.
DB16mm.@0.30m.# (ALL AREA)
TB4
TB3
TE
TE
TB3
TD
TB3
TD
TB4
TB3
TB4
TD
14.25
30.00
TB4
TE
R/fFactory
LayoutExport Outreach
Products & R&D Certification
7.8750
2.00
PBL Export Vision
Conclusion
Asia-Center
4.50
4.50
4.50
4.50
53.50
4.50
4.50
4.50
4.50
4.50
4.50
4.50
2.00
15/505
7.8750
10/505
50/505
15/505
15/505
14.25
30.00
15/505
50/505
Tendon
Layout
Factory Export Outreach
Products & R&D Certification
15/505
50/505
7.8750
10/505
15/505
2.00
PBL Export Vision
Conclusion
Asia-Center
Tendon Layout Details – Typical Floors
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Asia-Center
Floor Mesh
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Asia-Center
Moment at Section
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Asia-Center
Moment at Section
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Asia-Center
Deformation -3D
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Asia-Center
Deformation -3D
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Asia-Center
Deformation -3D
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Asia-Center
Plane Frame analysis –Gravity Loading
Axial
Moment
(beams)
Products & R&D Certification
Moment
(columns)
Factory
Export Outreach
Shear
(beams)
Shear
(columns)
PBL Export Vision
Conclusion
Asia-Center
Plane Frame analysis –Wind Loading
Axial
Moment
(beams)
Products & R&D Certification
Moment
(columns)
Factory
Export Outreach
Shear
(beams)
Shear
(columns)
PBL Export Vision
Conclusion
Asia-Center
Plane Frame analysis –PT Loading
Axial
Moment
(beams)
Products & R&D Certification
Moment
(columns)
Factory
Shear
(beams)
Export Outreach
Shear
(columns)
PBL Export Vision
Conclusion
Asia-Center
Plane Frame analysis –Deformation
Gravity
PT
Products & R&D Certification
Factory
Wind
Export Outreach
Gravity+Wind+PT
PBL Export Vision
Conclusion
Asia-Center
3D Structural Modeling - ETABS
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Asia-Center
Wind Load Analysis - ETABS
Wind Y
Wind X
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Asia-Center
Modes Shape Analysis - ETABS
Mode1
T=3.0987s
Products & R&D Certification
Mode2
T=2.5287s
Factory
Export Outreach
Mode3
T=2.4402s
PBL Export Vision
Conclusion
Case Studies
Bangkok City International School /Shrewsbury International School
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Bangkok City International School /Shrewsbury International School
Seven buildings consist of
•Kindergarten……….. 3 floors
•Primary School…….. 4 floors
•Secondary School …..4 floors
•Administration ……..4 floors
Typical span = 10x10 m
PT flat plate system thickness 250mm
•Library ………………2 floors
PT flat plate with banded beam 10x12 m
•Auditorium
One way PT slab 150mm thickness with long span
PT beam 21m span
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Bangkok City International School /Shrewsbury International School
•Gymnasium………. 3 floors
Typical floor span 7.5x10m
PT flat plate system 250mm.thickness
Gymnasium roof
•One way PT slab span 7.5m 125mm.thickness supported by trichords steel truss 32m.span
•Top chord member of truss is designed as composite member with
concrete banded beam resulting in saving of steel section of top
chord truss member and minimizing effective span of PT slab to 5.0m
and slab thickness of 125mm.
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Bangkok City International School /Shrewsbury International School
Slab on ground walk way with architectural design pattern on surface
•PT slab thickness 100mm.
Total project area = 40,000Sq.m
PBL flat duct bonded tendon system for all buildings
PBL Single strand bonded tendon system for PT salb on ground walk
way
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
2006 PTI AWARDS COMPETITION
Award of Merit: Buildings-Bangkok City International School
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Shrewsbury International School
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Shrewsbury International School
Work in Progress at the Gym (Casting of 2nd Floor Slab)
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Shrewsbury International School
Gym Roof PT Slab in Place
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Shrewsbury International School
Side View Showing Steel Truss at Gym
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Shrewsbury International School
Steel Structure at Gym Roof
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Shrewsbury International School
Steel Structure at Gym Roof
External View of Gym Building
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Shrewsbury International School
18 18'
20
23'
22
24
26
28
30
32 32'
M
23'
P
P
P
P.1
R
R.1
T
T.1
U
Products & R&D Certification
Factory Roof
Export–Outreach
Gymnasium
Framing PBL Export Vision
Conclusion
Shrewsbury International School
18 18'
20
23'
22
24
26
28
30
32 32'
M
23'
P
P
P
P.1
R
R.1
T
T.1
U
Products & R&D Certification
Factory Roof
Export
Outreach
Gymnasium
– R/f
Layout PBL Export Vision
Conclusion
Shrewsbury International School
18 18'
20
23'
22
24
26
28
30
32 32'
M
23'
P
P
P
P.1
R
R.1
T
T.1
U
Products & R&D Certification
Factory
Outreach
Gymnasium
Roof –Export
Tendon
Layout PBL Export Vision
Conclusion
Shrewsbury International School
U
P
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Shrewsbury International School
TOP PLATE
GUIDE PLATE
BOTTOM PLATE
DETAIL SUPPORT 1
Products & R&D Certification
U P
Factory
Export Outreach
PBL Export Vision
Conclusion
Shrewsbury International School
Products & R&D
CertificationRoof
Factory
ExportInstallation
Outreach
PBL Export Vision
Gymnasium
– Tendon
Conclusion
Shrewsbury International School
Products & R&D
Certification
Factory Export Outreach
Walk
Way – Post-Tensioned
Slab on
PBL Export Vision
Ground
Conclusion
Shrewsbury International School
Products & R&D
Certification
Factory Export Outreach
Walk
Way – Post-Tensioned
Slab on
PBL Export Vision
Ground
Conclusion
Case Studies
Ideal 24 Tower, Bangkok, Thailand
•41 storeys residential condominium
•Post tension flat plate system
•Typical span 10 x 7.6 m
•Thickness 250 mm
•Structural system for lateral loads - Frame-shear wall
•Typical construction time – 4 days per floor cycle
•PBL single strand bonded system
•Area 20,000 sq.m
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Ideal 24 Tower
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Ideal 24 Tower
Products & R&D Certification
Factory
Export Outreach
Framing
PBL Export Vision
Conclusion
Ideal 24 Tower
BOTTOM REINF.
DB12mm.@0.50m.# (ALL AREA)
Products & R&D Certification
Factory
Export Outreach
R/f
Layout
PBL Export Vision
Conclusion
Ideal 24 Tower
Products & R&D Certification
Factory
Outreach
TendonExport
Layout
PBL Export Vision
Conclusion
Ideal 24 Tower
Wind Load Analysis - ETABS
Wind Y
Wind X
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
OCIC Tower, Phnom Penh, Cambodia
- OCIC: PT has been used for the Mat
Foundation
due
to
reasons
of
shear
improvement with the change in loading
(functions) of the floors. Post-tension slab with
moment resisting concrete frame with posttensioning member for lateral loads ( wind and
earthquake)
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
OCIC Tower
PT-Mat Foundation – 2.25mm thick
Horizon PT tendons are used to
provide P/A in Mat for shear
capacity improvement and flexure
strength requirement
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
OCIC Tower
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Museum of Islamic Arts, Doha, Qatar
•Tension tie in long span waffle dome slab
•PBL multi-strand round duct bonded tendon type M1905
and M3105
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Museum of Islamic Arts
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Museum of Islamic Arts
3rd Floor Framing & Tendon Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Museum of Islamic Arts
5th Floor Framing & Tendon Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Museum of Islamic Arts
6th Floor Framing & Tendon Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Waffle dome mould
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
PT Tendon and Reinforcement in Waffle Dome Slab
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
PBL Anchorage Type M
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Completed Waffle Dome Slab Soffit
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Danat Buheirah Tower, Sharjah, U. A. E.
•3 parking floors + 41 floors residential + Roof
•Post tension flat plate system
•Typical span 10 x 6 m
•Thickness 225 – 260 mm at localized areas
•PBL Flat duct bonded tendon system
•Area 80,000 sq.m.
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Danat Buheirah Tower
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Danat Buheirah Tower_Framing Plan
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Danat Buheirah Tower_R/f Plan
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Danat Buheirah Tower_Tendon Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
KG Tower, Dubai, U. A. E.
•3 parking floors + 19 floors residential + Roof
•Post tension flat plate system
•Typical span 5 x 8 m
•Thickness 240 at Basement & Ground Floors + 220 mm at typical floors
•PBL Flat duct bonded tendon system
•Area 30,000 sq. m.
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
KG Tower
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
KG Tower_Work in Progress
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
RC
-S
LA
B
KG Tower_2B + G_Framing Plan
1
1
1
PT-SLAB
PC.
THK.= 240 mm.
PT-SLAB
THK.= 240 mm.
RC.POUR STRIP
RC.POUR STRIP
RC.POUR STRIP
2
PT-SLAB
THK.= 240 mm.
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
KG Tower_2B + G_R/f Plan
T1
T5
T5
R1
1000
R1
R1
T6
R2
T3
1000
T6
1000
T6
R1
R2
T3
T3
1000
1000
T3
1200
1000
T2
T2
T5
R1
R2
R2
T5
T1
R2
1200
T4
T2
T6
1200
T2
T2
T3
1200
T2
T6
1200
T3
T2
PC.
1200
T3
1000
1000
T3
1000
T6
T3
T2
T4
1000
T2
1000
T2
1200
T3
T4
T2
T2
T1
1000
1200
1200
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
BOTTOM REINF
DB12@0.50m.#(ALL AREA)
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
KG Tower_2B + G_Tendon Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
KG Tower_Typical Floor_Framing Plan
CB3 [40 x 100]
B1[20 x 95]
B5 [20 x 100]
B3 [20 x 100]
B2 [20 x 100]
B3 [20 x 100]
B2 [20 x 100]
CB1[20 x 100]
B11 [120 x 80]
22CM THK.
PT SLAB 22 CM THK.
B4 [20 x 100]
B1 [20 x 100]
B6 [20 x 100]
B1 [20 x 100]
B1 [20 x 100]
CB3 [40 x 100]
B1[20 x 95
22CM THK.
22CM THK.
B1[20 x 95]
B1[20 x 95]
B1[20 x 95]
B6 [20 x 100]
[ 95
B2 [20 x 100]
B1[20 x 95]
]
x 95
]
ED
ERT
INV
B5 [20 x 100]
[ 35
20
B1[
B8 [20 x 100]
22CM THK.
B1 [
20 x
170
]
B4 [20 x 100]
INV
ERT
ED
]
CB1 [20 x 100]
B4 [20 x 100]
[ 35 INVERTED ]
B2 [20 x 100]
CB3 [40 x 100]
CB3 [40 x 100]
B2 [20 x 100]
B1[20 x 95]
[ 35 INVERTED ]
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
KG Tower_Typical Floor_R/f Plan
B
B
STAIRCASENO.1
SEEDRAWINGNO. ST----
Products & R&D Certification
STAIRCASENO.2
SEEDRAWINGNO. ST----
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
KG Tower_Typical Floor_Tendon Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Athenee Residence, Bangkok, Thailand
•Basement + 2G + 6 Parking + 1 HC + 34 Residential floors + Services Floor
•Post tension flat plate system
•Maximum spans of 8 x 9m
•Thickness 250 mm
•PBL Flat duct bonded tendon system
•Area 60,000 sq. m.
Athenee Tower, Bangkok, Thailand
•Basement + G +34 Office floors + Roof
•Post tension flat plate system
•Maximum spans of 11 x 9m
•Thickness 250 mm
•PBL Flat duct bonded tendon system
•Area 70,000 sq. m.
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Athenee Residence & Tower
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Athenee Residence & Tower
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Athenee Residence_Framing Plan
C2
C1
C2X
C2
C3
C4X
C4
C4
C4Y
C5X
C5
TS2
C6
TS2
TS1
TS1
TS1
TS2
C5
TS1
TS2
C7
TS2
C9X
TS2a
C8
C13
C10
C9
C11
C11
C12
C12
Products & R&D Certification
C11
C11
Factory
Export Outreach
C11X
PBL Export Vision
Conclusion
Case Studies
Athenee Residence_R/f Plan
TS2
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Athenee Residence_Tendon Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Athenee Tower_Framing Plan
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Athenee Tower_R/f Plan
2/S-H
2/S-H
2/S-H
2/S-H
1/S-H
1/S-H
1/S-H
1/S-H
3/S-H
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Athenee Tower_Tendon Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Fullerton, Bangkok, Thailand
•1 Ground + 5 Parking + 32 residential floors condominium
•Post tension flat plate system
•Maximum spans of 10.40 m
•Thickness 250 mm
•PBL Flat duct bonded tendon system
•Area 40,000 sq. m.
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Fullerton
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Fullerton_Framing Plan
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Fullerton_R/f Plan
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Fullerton_Tendon Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Sharjah, U. A. E.
•1 Ground + 6 Parking + 1 H.C. + 46 Residential Flrs. + Duplex + Roof
•Post tension flat plate system
•Maximum spans of 5 x 7 m
•Thickness 240 mm
•PBL Flat duct bonded tendon system
•Area 80,000 sq. m.
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
1G + 6P + 1HC + 46Flrs. + Duplex + Rf_Framing & R/f Plan
REINF. ARRANGMENTS CHECK
WITH THE GENERAL NOTES
REINF. ARRANGMENTS CHECK
WITH THE GENERAL NOTES
REINF. ARRANGMENTS CHECK
WITH THE GENERAL NOTES
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
1G + 6P + 1HC + 46Flrs. + Duplex + Rf_Tendon Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
Sharjah, U. A. E.
•1 Ground + 32 Residential Towers
•Post tension flat plate system
•Maximum spans of 5 x 8 m
•Thickness 250 mm
•PBL Flat duct bonded tendon system
•Area 30,000 sq. m.
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
1G + 32Flrs._Framing Plan
C2
SW1
SW2
CORE-2
CORE-3
200
SHEAR
W.B
C3
SHEAR W.B
SHEAR W.B
C3
S1
SHEAR
W.B
SHEAR
W.B
C1
SHEAR
W.B
CORE-1
SW2
SW1
C2
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
1G + 32Flrs._R/f Plan
CORE-2
CORE-1
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
1G + 32Flrs._Tendon Layout
C3
CORE-3
C3
CORE-1
SW2
SW1
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
EWAN, Phases I, II and III. Dubai, U. A. E.
• Ground + 2 Residential Estate Blocks
•Post tension flat plate system
•Typical Floor:
7.00
11.00
11.00
7.00
3.00
7.00
3.00
3.00
7.00
11.00
11.00
11.00
11.00
11.00
11.00
7.00
7.00
4.50
7.00
7.00
7.00
9.00
9.50
0.15
0.15
0.15
4.50
9.50
9.50
5.00
9.50
7.00
9.50
4.50
9.50
5.00
9.50
5.00
3.00
3.00
3.00
7.00
9.50
4.50
9.50
3.00
9.50
7.50
7.00
9.50
7.00
9.50
11.00
3.00
3.00
7.00
9.50
5.00
9.00
9.50
7.00
4.50
9.00
9.50
11.00
4.50
6.00
6.00
9.00
7.00
9.50
11.00
11.00
4.50
4.50
9.50
6.00
9.50
4.50
9.50
11.00
9.50
11.00
3.00
7.00
7.00
8.00
4.50
7.00
5.00
7.00
7.00
9.00
7.50
9.00
3.00
7.00
4.50
7.00
7.00
7.00
7.50
9.50
7.00
7.00
3.00
7.00
3.00
9.50
7.00
7.00
7.00
7.00
9.00
11.00
11.00
3.00
9.00
7.00
6.00
9.50
7.00
8.00
5.00
9.50
9.00
4.50
6.00
9.50
5.00
7.00
7.50
9.50
4.50
4.50
9.00
4.50
3.00
9.50
7.00
3.00
9.50
11.00
7.50
9.50
3.00
11.00
3.00
9.50
9.50
3.00
7.00
9.50
7.00
7.00
3.00
7.00
9.00
11.00
7.00
7.00
4.50
7.00
0.15
9.00
11.00
3.00
5.00
5.00
5.00
7.00
5.00
11.00
7.00
5.00
11.00
11.00
9.00
11.00
4.50
11.00
7.00
9.00
9.00
9.00
7.00
9.00
7.00
7.00
7.00
7.00
7.00
7.00
4.50
7.00
7.00
7.00
7.00
7.00
7.00
3.00
3.00
3.00
11.00
9.00
11.00
7.00
7.00
7.00
4.50
9.50
5.00
11.00
11.00
7.00
6.00
11.00
9.50
9.50
4.50
5.00
9.50
7.00
9.50
3.00
11.00
11.00
4.50
11.00
11.00
4.50
7.00
7.00
7.00
7.00
7.00
7.00
7.00
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
EWAN, Phases I, II and III. Dubai, U. A. E.
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
EWAN, Phases I, II and III. Dubai, U. A. E.
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Case Studies
EWAN, Phases I, II and III. Dubai, U. A. E.
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Iran
Asalooyeh, Iran
•3 Floors Commercial
•Post tension un-bonded system
•Maximum spans of 5 m
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Iran
Tendon Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Iran
Karaj, Iran
•7 Floors Residential
•Post tension un-bonded system
•Maximum spans of 5.60 m
•Area 1,700 sq.m.
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Iran
Karaj, Iran
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Iran
Karaj, Iran
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Iran
Tendon Layout
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Summary of High-Rises
List of Owners
Project
Name
Country of Origin
Hospital Shell & Core/Underground Car Park
Hamad Medical Corporation
Qatar
Ministry of Public Health Building and Staff Club
Hamad Medical Corporation
Qatar
Central Energy Plant & Infrastructure
Hamad Medical Corporation
Qatar
Nurses Hostel and Married Staff Housing
Hamad Medical Corporation
Qatar
Towers A, B, C.
Shk. Mosalam Bin Ham
U. A. E.
Asia Center
City Realty
Thailand
OCIC Tower
Canadia Bank
Cambodia
Ideal 24
Benja Gardens
Thailand
Museum of Islamic Arts
Qatar Petroleum
Qatar
Athenee Tower
TCC Capital Land Ltd.
Singapore
Athenee Residence
TCC Capital Land Ltd.
Singapore
Fullerton
Major Development PCL.
Thailand
Danat Buheirah Tower
Deyaarl (Dubai Islamic Bank Real Estate)
U. A. E.
KG Tower
Private Owner
India
G + 6P + HC + 46 Flrs. + Duplex
Shk. Sultan Bin Ahmed Al Qasimi
U. A. E.
G + 32
Products & R&D Certification
Shrewsbury International School
Shk. Sultan Bin Ahmed Al Qasimi
U. A. E.
Factory Export Outreach
PBL Export Vision Conclusion
City Realty
Thailand
Summary of High-Rises
List of Designers/Consultants
Project
Name
Country of Origin
Hospital Shell & Core/Underground Car Park
The Federation of Design & Construction Services of Thailand
Thailand
Ministry of Public Health Building and Staff Club
The Federation of Design & Construction Services of Thailand
Thailand
Central Energy Plant & Infrastructure
The Federation of Design & Construction Services of Thailand
Thailand
Nurses Hostel and Married Staff Housing
The Federation of Design & Construction Services of Thailand
Thailand
Towers A, B, C.
Space Consultant
U. A. E.
Asia Center
S. A. I. Consultants + PBL Group Ltd.
Thailand
OCIC Tower
A7 Corporation + PBL Group Ltd.
Thailand
Ideal 24
PBL Group Ltd.
Thailand
Museum of Islamic Arts
Leslie E. Robertson Associates, R.L.L.P.
U. S. A
Athenee Tower
Tham Wong & Qbic Engineering
Singapore +
Thailand
Athenee Residence
PB Asia Ltd. (Parsons Brinckerhoff)
U. S. A
Fullerton
Palmer & Turner (Thailand) Ltd.
Hong Kong
Danat Buheirah Tower
Horizon International Consulting Engineers LLC
U. A. E.
KG Tower
Dimension
U. A. E.
G + 6P + HC + 46 Flrs. + Duplex
Horizon International Consulting Engineers LLC
U. A. E.
G + 32
Horizon International Consulting Engineers LLC
U. A. E.
S. A. I. Consultants + PBL Group Ltd.
Thailand
Shrewsbury International School
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion
Summary of High-Rises
List of Contractors
Project
Name
Country of Origin
Hospital Shell & Core/Underground Car Park
Joannou & Paraskevaides (Overseas) Ltd.
Cyprus
Ministry of Public Health Building and Staff Club
Larsen & Toubro and HBK Contracting Co.
W.L.L.
Qatar + India
Central Energy Plant & Infrastructure
Gulf Housing & Construction Co. W.L.L.
Qatar
Nurses Hostel and Married Staff Housing
El Seif Engineering Contracting Est.
Saudi Arabia
Towers A, B, C.
Suwaidan & Gen Nile JV
U. A. E. + Egypt
Asia Center
To be finalised
-
OCIC Tower
WEN Holding Co. Ltd.
Thailand
Ideal 24
Syntec Construction Public Co. Ltd.
Thailand
Museum of Islamic Arts
Baytur Insaat Taahhut A. S.
Turkey
Athenee Tower
Bouygues Thai Ltd.
France
Athenee Residence
Bouygues Thai Ltd.
France
Fullerton
Bouygues Thai Ltd.
France
Danat Buheirah Tower
S. S. Lootah Contracting
U. A. E.
KG Tower
United National Engineering Company
U. A. E.
G + 6P + HC + 46 Flrs. + Duplex
S. S. Lootah Contracting
U. A. E.
G + 32
Dubai Towers
U. A. E.
Shrewsbury International School
Products & R&D Certification
Thai Hazama
Factory
Export Outreach
Japan
PBL Export Vision
Conclusion
Conclusion
Thank You!
Products & R&D Certification
Factory
Export Outreach
PBL Export Vision
Conclusion