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Part 2 Examples of Bridges and Girders (Completed and on-going projects)

Part 2 Examples of Bridges and Girders (Completed and on-going projects). PBL Group Ltd. 8/11 Soi Viphavadi 44, Viphavadi-Rangsit Road, Lardyao, Jatujak, Bangkok 10900,Thailand. Presentation by Mr. Prapat Boonlualoah CEO, PBL Group Ltd., Bangkok. Thimphuchu Bridge, Bhutan.

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Part 2 Examples of Bridges and Girders (Completed and on-going projects)

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  1. Part 2Examples of Bridges and Girders(Completed and on-going projects) PBL Group Ltd. 8/11 Soi Viphavadi 44, Viphavadi-Rangsit Road, Lardyao, Jatujak, Bangkok 10900,Thailand. Presentation by Mr. Prapat Boonlualoah CEO, PBL Group Ltd., Bangkok

  2. Thimphuchu Bridge, Bhutan Thimphuchu Bridge, Bhutan for the Royal Government of 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

  3. Thimphuchu Bridge, Bhutan Thimphuchu Bridge, Bhutan for the Royal Government of 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)

  4. Thimphuchu Bridge, Bhutan Tendon Layout

  5. Thimphuchu Bridge, Bhutan Sectional Details

  6. Thimphuchu Bridge, Bhutan Section at the Junction of Edge Beam & Cross Beam

  7. Thimphuchu Bridge, Bhutan Laid-out Tendons

  8. Semtokha-Rongchu Bhutan Semtokha-Rongchu Bridge, Bhutan for the Royal Government of 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

  9. Semtokha-Rongchu Bhutan Semtokha-Rongchu Bridge, Bhutan for the Royal Government of 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)

  10. Semtokha-Rongchu Bhutan

  11. Semtokha-Rongchu Bhutan

  12. Semtokha-Rongchu Bhutan Details at End Pier

  13. Semtokha-Rongchu Bhutan Cross Section at End Pier Cross Section at Mid-span

  14. Semtokha-Rongchu Bhutan Installation Work in Progress

  15. Semtokha-Rongchu Bhutan Installation Set-up

  16. Semtokha-Rongchu Bhutan Equipment Handling & Operation

  17. Semtokha-Rongchu Bhutan Wedges and Strands

  18. Semtokha-Rongchu Bhutan De-shuttering

  19. Bang Pakong Bridge, Thailand • 295 Girders • Span = 25.00/35.00 m • Strand Type = 0.5” (12.7mm) • Anchorage Type M1205, M1905

  20. Bang Pakong Bridge, Thailand • Contractor  Vijitpan Construction Co,Ltd. • Owner  Highway Department of Thailand • Supervision Highway Department of Thailand

  21. Bang Pakong Bridge, Thailand Horizontal Plan Vertical Plan I-Girder of Lengths 25 m and 35 m

  22. Bang Pakong Bridge, Thailand Reinforcement Details I-Girder of Lengths 25 m and 35 m

  23. Bang Pakong Bridge, Thailand Sections A-A and B-B I-Girder of Lengths 25 m and 35 m

  24. Bang Pakong Bridge, Thailand Sections C-C and D-D I-Girder of Lengths 25 m and 35 m

  25. Bang Pakong Bridge, Thailand Girder Sections I-Girder of Lengths 25 m and 35 m

  26. Rama 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

  27. Rama VIII Bridge, Bangkok Cross Beam with Tendon Type M1906

  28. Rama VIII Bridge, Bangkok Anchor and Backspan PT Details

  29. Rama VIII Bridge, Bangkok Anchor and Backspan PT Section Details

  30. Rama VIII Bridge, Bangkok Anchor and Backspan Reinforcement Details

  31. Rama VIII Bridge, Bangkok Anchor and Backspan Reinforcement Details

  32. Rama VIII Bridge, Bangkok Ribbed Beam of Backspan

  33. Rama VIII Bridge, Bangkok Post-tension Tie Beam at Main Pylon Pile Cap

  34. Bridge Over Srattani-Poonpin River, Thailand Standard Highway Girder

  35. Namdong Bridge, LAOS PDR I-Girder of 25 m length with PT Type M705

  36. Thai Oil Jetty, Auo Udom, Cholburi, Thailand Precast Double-T Girder of 24.00 m span

  37. Vehicular Bridge over Klong Prapa, Thailand Standard Hollow-Box Beam

  38. Chaengwattana Road, Thailand Highway Standard’ Pedestrian Bridge of I-Grider

  39. Ground Anchors Production at Factory

  40. Ground Anchors Coil Awaiting Dispatch to Site

  41. General Stressing Equipment Single Strand Stressing Jack Capacity: 200 – 300 kN

  42. General Stressing Equipment Multi-Strand Stressing Jack Capacity: 1100 – 9000 kN

  43. General Stressing Equipment Technical Data of TT 450 Stressing Jack

  44. General Stressing Equipment Hydraulic Pump

  45. Anchorage and Tendon Data

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