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PBL Group Ltd. Presentation by Mr. Prapat Boonlualoah CEO, PBL Group Ltd., Bangkok 8/11 Soi Viphavadi 44, Viphavadi-Rangsit Road, Lardyao, Jatujak, Bangkok.

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Presentation on theme: "PBL Group Ltd. Presentation by Mr. Prapat Boonlualoah CEO, PBL Group Ltd., Bangkok 8/11 Soi Viphavadi 44, Viphavadi-Rangsit Road, Lardyao, Jatujak, Bangkok."— Presentation transcript:

1 PBL Group Ltd. Presentation by Mr. Prapat Boonlualoah CEO, PBL Group Ltd., Bangkok 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)

2 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, Bhutan

3 for the Royal Government of Bhutan Thimphuchu 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)

4 Tendon Layout Thimphuchu Bridge, Bhutan

5 Sectional Details Thimphuchu Bridge, Bhutan

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

7 Laid-out Tendons

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12 Semtokha-Rongchu Bridge, Bhutan for the Royal Government of Bhutan Semtokha-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

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

14 Semtokha-Rongchu Bhutan

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16 Details at End Pier

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

18 Semtokha-Rongchu Bhutan Installation Work in Progress

19 Semtokha-Rongchu Bhutan Installation Set-up

20 Semtokha-Rongchu Bhutan Equipment Handling & Operation

21 Semtokha-Rongchu Bhutan Wedges and Strands

22 Semtokha-Rongchu Bhutan De-shuttering

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24 Bang Pakong Bridge, Thailand 295 Girders Span = 25.00/35.00 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 Vertical Plan Horizontal Plan I-Girder of Lengths 25 m and 35 m

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

33 Rama VIII Bridge, Bangkok Anchor and Backspan PT Details

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

35 Rama VIII Bridge, Bangkok Anchor and Backspan Reinforcement Details

36 Rama VIII Bridge, Bangkok Anchor and Backspan Reinforcement Details

37 Rama VIII Bridge, Bangkok Ribbed Beam of Backspan

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

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

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

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

44 Ground Anchors Production at Factory

45 Ground Anchors Coil Awaiting Dispatch to Site

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

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

48 General Stressing Equipment Technical Data of TT 450 Stressing Jack

49 General Stressing Equipment Hydraulic Pump

50 Anchorage and Tendon Data

51 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

52 Sample Board Type M 3106 Set-up

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


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