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Company profile & systems. About us. Corporate Headquarter : Bangkok, Thailand Factory : Pathumtani Province, Thailand. Website: www.pbl-thailand.com Professional Membership : Post-tension Institute (U.S.A.) Sponsoring Member of International Federation of Concrete, FIB (Switzerland)
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About us Corporate Headquarter : Bangkok, Thailand Factory : Pathumtani Province, Thailand. Website: www.pbl-thailand.com Professional Membership : Post-tension Institute (U.S.A.) Sponsoring Member of International Federation of Concrete, FIB (Switzerland) Thai Engineering Council license No. 0098 Thailand’s Brand No. CT0088/02, Department of Export Promotion
About us Established in 1988 as an expert in Post tensioning, construction and engineering technologies Registered Capital Issued : 1,500,000 USD Subsidiaries and affiliates : Innovative Engineering and Consultants PBL International Ltd (Hongkong) PBL Pars Ltd (Iran) Emirates Post-tension LLC (United Arab Emirates) PBL First Post-Tensioning Co,Ltd (Qatar)
Our Philosophy 18 YEARS OF EXPERIENCE IN CONSTRUCTION Make the utilization of technology to achieve optimization in time, cost, and quality
International Network 18 YEARS OF EXPERIENCE IN CONSTRUCTION Jordan – Jordan Scaffolding Company Ltd
18 YEARS OF EXPERIENCE IN CONSTRUCTION SUBSIDIARIES Emirates Post-tension LLC Dubai and Sharjah, U.A.E Pars PBL Co. Ltd., Tehran, Iran PBL INTERNATIONAL, HONGKONG
Our area of expertise Post tensioning systems for building and Civil Engineering applications. Rock and Ground anchor systems. Slipform construction systems Construction engineering services and products. Engineering Design and Consultants
PBL Post-tensioning System Single Strand–unbonded tendon system. Multi Strand flat duct-bonded tendon system. Multi Strand round duct-bonded tendon system
PBL Post-tensioning System Single Strand–unbonded tendon system
PBL Post-tensioning System Multi Strand flat duct-bonded tendon system
PBL Post-tensioning System Multi Strand round duct-bonded tendon system
Equipments Mono Strand Stressing Jack
Equipments Multi Strand Stressing Jack
Basic requirements of Post-tension work • Concrete strength 320 ksc • Stressing when strength is at 240 ksc • Force in each strand would be 75% of ultimate load
Working sequence • Formwork setup • Tendon installation • Concreting • Stressing • Grouting 6. Repeat this work sequence for the next step
Project references High Way Bridge, Bhutan
Project references Rama VIII Bridge, Bangkok Post-tension Tie Beam at Main Pylon Pile Cap
Project references Namdong Bridge, LAOS PDR
Project references Hamad Medical City, Doha, Qatar
Project references Ministry of Public Health, Hamad Medical City
Project references Central Energy Plant Building, Hamad Medical City
Project references Hospital Building, Hamad Medical City
Project references Athenee Residence and Athenee Tower, Wireless Rd, Bangkok
Project references The Empire Place, Sathorn Rd, Bangkok
Project references Bangkok Garden, Bangkok
Project references Fullerton Condominium Sukhumvit Bangkok
Project references Manhattan Condominium New Petchaburi Rd Bangkok
Project references I-House Condominium Phase 1-3
Project references Bangkok Government Complex
Project references Other well-known projects Ratchada Amanta Condominium The Emporium Shopping Complex Fashion Island Additional Parking 39 Tower etc
World Recognition Award 2006 PTI AWARDS COMPETITION Global Competition Global Standard Global Challenges With Global Organization
World Recognition Award 2006 PTI AWARDS COMPETITION • Categories • 7 following categories • Buildings • Bridges • Parking Structures • Slab-on-Ground • Industries/Special Applications • Repair, Rehabilitation, and Strengthening • Student projects
World Recognition Award 2006 PTI AWARDS COMPETITION
World Recognition Award 2006 Award winner in 2006 PTI Awards competition
Other Activities Slipform system Value Engineering Structural Design and Consultant
To be continued in Part 2. Work Examples - Bridges