View
249
Download
5
Category
Tags:
Preview:
Citation preview
PBL Group Ltd.PBL Group Ltd.
Presentation byMr. Prapat Boonlualoah
CEO, PBL Group Ltd., Bangkok
8/11 Soi Viphavadi 44, Viphavadi-Rangsit Road,
Lardyao, Jatujak,
Bangkok 10900,Thailand.
Part 2Part 2
Examples of Bridges and Examples of Bridges and GirdersGirders(Completed and on-going projects)(Completed and on-going projects)
Thimphuchu Bridge, Bhutan
Steel Arch structure with PT slab
Span = 78.60 m
Strand Type = 0.6”
Anchorage Type M1206 = 8 No. in beams
Anchorage Type SF 206 = 80 No. in slab
Total quantity = 11 Tons
for the Royal Government of Bhutan
Thimphuchu Bridge, BhutanThimphuchu Bridge, Bhutan
Thimphuchu Bridge, Bhutanfor the Royal Government of Bhutan
Thimphuchu Bridge, BhutanThimphuchu Bridge, Bhutan
Client Royal Government of Bhutan
Funded by Royal Government of Bhutan
Tech . Support JICA, Japan International
Cooperation Agency
Designer Slaich Bergerman Consultantcy
Supervision Green Place & Acecoms, AIT Joint-
Venture
Contractor Gaseb, Bhutan & Simplex, India
Joint-Venture
Project Value 52,000,000 NU (1,155,555.00
USD)
Tendon Layout
Thimphuchu Bridge, BhutanThimphuchu Bridge, Bhutan
Sectional Details
Thimphuchu Bridge, BhutanThimphuchu Bridge, Bhutan
Section at the Junctionof Edge Beam & Cross Beam
Thimphuchu Bridge, BhutanThimphuchu Bridge, Bhutan
Thimphuchu Bridge, BhutanThimphuchu Bridge, Bhutan
Laid-out Tendons
Semtokha-Rongchu Bridge, Bhutanfor the Royal Government of Bhutan
Semtokha-Rongchu BhutanSemtokha-Rongchu Bhutan
2 nos. Box Girders with 2 webs
Span = 45.00 m
Strand Type = 0.6”
Anchorage Type M2206 = 40 No. in web
Total quantity= 24 Tons
Semtokha-Rongchu Bridge, Bhutanfor the Royal Government of Bhutan
Semtokha-Rongchu BhutanSemtokha-Rongchu Bhutan
Client Royal Government of Bhutan
Funded by Royal Government of Bhutan
Tech . Support JICA, Japan International
Cooperation Agency
Designer Green Place & Acecoms, AIT Joint-
Venture Supervision Green Place &
Acecoms, AIT Joint-Venture
Contractor Rinson, Bhutan & Gannon, India
Joint-Venture
Project Value 27,000,000 NU (600,000.00
USD)
Semtokha-Rongchu BhutanSemtokha-Rongchu Bhutan
T5B
T5A
T5B
T5A
T2B+T4B
DECK 1CL
SM-S15
1
10500
10500
5000 5000 5000 5000 5000 5000 5000
SM-S15
1
L PIER 245000
1000
21000
2000
1000
7500
2000
7500
CL DECK 2
BRIDGECL
T1A+T3A T2A+T4A
T1B+T3B
L BRIDGE
T2A+T4AT1A+T3A
T1B+T3B T2B+T4B
h4
L PIER 1
5000
C
h3 h2 h1 C
C
h1 h2 h3 h4
y
h h
TENDON A
CL BOX
y
TENDON B
Semtokha-Rongchu BhutanSemtokha-Rongchu Bhutan
5000 5000 5000 5000 5000 5000 5000
y1 y2 y3 y4
0.15
L PIER 2L BRIDGEL PIER 1
y4
5000
0.15
C
T5A
y3 y2
T1AT2A
T3A
y1
C C
PARABOLIC SHAPE
T4A
y
h h
TENDON A
CL BOX
y
TENDON B
Semtokha-Rongchu BhutanSemtokha-Rongchu Bhutan
Details at End Pier
DECK 1
DECK 1
T1A
T2A
T5A
T3A
T4A
T1B
T2B
T5B
T3B
T4B
Semtokha-Rongchu BhutanSemtokha-Rongchu Bhutan
Cross Section at End Pier
Cross Section at Mid-span
Semtokha-Rongchu BhutanSemtokha-Rongchu Bhutan
Installation Work in Progress
Semtokha-Rongchu BhutanSemtokha-Rongchu Bhutan
Installation Set-up
Semtokha-Rongchu BhutanSemtokha-Rongchu Bhutan
Equipment Handling & Operation
Semtokha-Rongchu BhutanSemtokha-Rongchu Bhutan
Wedges and Strands
Semtokha-Rongchu BhutanSemtokha-Rongchu Bhutan
De-shuttering
Bang Pakong Bridge, ThailandBang Pakong Bridge, Thailand
295 Girders
Span = 25.00/35.00 m
Strand Type = 0.5” (12.7mm)
Anchorage Type M1205, M1905
Bang Pakong Bridge, ThailandBang Pakong Bridge, Thailand
Contractor Vijitpan Construction
Co,Ltd.
Owner Highway Department of
Thailand
Supervision Highway Department of
Thailand
Bang Pakong Bridge, ThailandBang Pakong Bridge, Thailand
Vertical Plan
Horizontal Plan
I-Girder of Lengths 25 m and 35 m
Bang Pakong Bridge, ThailandBang Pakong Bridge, Thailand
Reinforcement Details
I-Girder of Lengths 25 m and 35 m
Bang Pakong Bridge, ThailandBang Pakong Bridge, Thailand
Sections A-A and B-B
I-Girder of Lengths 25 m and 35 m
Bang Pakong Bridge, ThailandBang Pakong Bridge, Thailand
Sections C-C and D-D
I-Girder of Lengths 25 m and 35 m
Bang Pakong Bridge, ThailandBang Pakong Bridge, Thailand
Girder Sections
I-Girder of Lengths 25 m and 35 m
Rama VIII Bridge, BangkokRama VIII Bridge, Bangkok
Owner Bangkok Metropolitan
Administration
Funded by Royal Thai Government
Designer Buckland and Taylor
(Canada), Asdeco
(Thailand)
Consultant Mott McDonald (UK)
Contractor KPV, China State, BBR JV
Rama VIII Bridge, BangkokRama VIII Bridge, Bangkok
Cross Beam with Tendon Type M1906
Rama VIII Bridge, BangkokRama VIII Bridge, Bangkok
Anchor and Backspan PT Details
Rama VIII Bridge, BangkokRama VIII Bridge, Bangkok
Anchor and Backspan PT Section Details
Rama VIII Bridge, BangkokRama VIII Bridge, Bangkok
Anchor and Backspan Reinforcement Details
Rama VIII Bridge, BangkokRama VIII Bridge, Bangkok
Anchor and Backspan Reinforcement Details
Rama VIII Bridge, BangkokRama VIII Bridge, Bangkok
Ribbed Beam of Backspan
Rama VIII Bridge, BangkokRama VIII Bridge, Bangkok
Post-tension Tie Beamat Main Pylon Pile Cap
Bridge Over Srattani-Poonpin River, ThailandBridge Over Srattani-Poonpin River, Thailand
Standard Highway Girder
Namdong Bridge, LAOS PDRNamdong Bridge, LAOS PDR
I-Girder of 25 m length with PT Type M705
Thai Oil Jetty, Auo Udom, Cholburi, Thailand Thai Oil Jetty, Auo Udom, Cholburi, Thailand
Precast Double-T Girderof 24.00 m span
Vehicular Bridge over Klong Prapa, ThailandVehicular Bridge over Klong Prapa, Thailand
Standard Hollow-Box Beam
Chaengwattana Road, ThailandChaengwattana Road, Thailand
Highway Standard’ Pedestrian Bridge of I-Grider
Ground AnchorsGround Anchors
Production at Factory
Ground AnchorsGround Anchors
Coil Awaiting Dispatch to Site
General Stressing EquipmentGeneral Stressing Equipment
Single Strand Stressing JackCapacity: 200 – 300 kN
General Stressing EquipmentGeneral Stressing Equipment
Multi-Strand Stressing JackCapacity: 1100 – 9000 kN
General Stressing EquipmentGeneral Stressing Equipment
Technical Data of TT 450 Stressing Jack
General Stressing EquipmentGeneral Stressing Equipment
Hydraulic Pump
Anchorage and Tendon Data
Strand Dia.0.5" 4 7 12 19 31 - 42 610.6" - 4 7 12 19 22 31 42A 150 175 230 285 350 360 440 520B 88 110 150 180 230 250 290 340C 50 50 52 65 80 80 97 116D 83 140 225 295 395 440 470 600E 52 65 80 95 115 120 140 160
0.5" ID 45 55 70 85 105 - 120 1450.6" ID - 50 65 80 100 110 130 150
No. of Strands
Anchorage Components
1. Wedges
2. Anchor Head Type M
3. Anchor Plate Casting
Type M
4. Grout Inlet
5. Corrugated Metal Round
Duct
6. Anchorage Spiral
Reinforcement
Sample Board Type M 3106 Set-up
PBL Group Ltd.PBL Group Ltd.
Presentation byMr. Prapat Boonlualoah
CEO, PBL Group Ltd., Bangkok
8/11 Soi Viphavadi 44, Viphavadi-Rangsit Road,
Lardyao, Jatujak,
Bangkok 10900,Thailand.
To be continued To be continued
in in
Part 3.Part 3. Work Examples - Buildings Work Examples - Buildings
Recommended