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

2. Thimphuchu Bridge, Bhutan for the Royal Government of Bhutan
Steel Arch structure with PT slab
Span = 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 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, USD)

4. Thimphuchu Bridge, Bhutan
Tendon Layout

5. Thimphuchu Bridge, Bhutan
Sectional Details

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

7. Thimphuchu Bridge, Bhutan
Laid-out Tendons

12. Semtokha-Rongchu Bridge, Bhutan for the Royal Government of Bhutan
Semtokha-Rongchu Bhutan
Semtokha-Rongchu Bridge, Bhutan
for the Royal Government of Bhutan
2 nos. Box Girders with 2 webs
Span = m
Strand Type = 0.6”
Anchorage Type M2206 = 40 No. in web
Total quantity = 24 Tons

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

14. Semtokha-Rongchu Bhutan

15. Semtokha-Rongchu Bhutan

16. Semtokha-Rongchu Bhutan
Details at End Pier

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

18. Installation Work in Progress
Semtokha-Rongchu Bhutan
Installation Work in Progress

19. Semtokha-Rongchu Bhutan
Installation Set-up

20. Equipment Handling & Operation
Semtokha-Rongchu Bhutan
Equipment Handling & Operation

21. Semtokha-Rongchu Bhutan
Wedges and Strands

22. Semtokha-Rongchu Bhutan
De-shuttering

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

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

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

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

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

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

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

31. 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

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

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

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

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

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

37. Ribbed Beam of Backspan
Rama VIII Bridge, Bangkok
Ribbed Beam of Backspan

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

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

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

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

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

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

44. Ground Anchors
Production at Factory

45. Coil Awaiting Dispatch to Site
Ground Anchors
Coil Awaiting Dispatch to Site

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

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

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

49. General Stressing Equipment
Hydraulic Pump

50. Anchorage and Tendon Data

51. Anchor Plate Casting Type M Grout Inlet Corrugated Metal Round Duct
Wedges
Anchor Head Type M
Anchor Plate Casting Type M
Grout Inlet
Corrugated Metal Round Duct
Anchorage Spiral Reinforcement
Anchorage Components

52. Sample Board Type M 3106 Set-up

53. To be continued in Part 3. Work Examples - Buildings
PBL Group' Presentation Handouts
PBL Group Ltd.
8/11 Soi Viphavadi 44, Viphavadi-Rangsit Road,
Lardyao, Jatujak,
Bangkok 10900,Thailand.
To be continued in Part 3. Work Examples - Buildings
To be on display until arrival of delegation
Presentation by
Mr. Prapat Boonlualoah
CEO, PBL Group Ltd., Bangkok 53