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Implant Bell Cap Bridges Also recommended forCivil Engineering
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Civil engineering/Construction
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- Large bell caps are driven into embedded steel tubular piles using the Gyropress Method (rotary cutting press-in method); as a result, vertical and horizontal displacements are prevented or mitigated.
- Prefabricated components enable rapid construction.
- Use for temporary bridges, piers or overwater construction platforms
Upper structure → Covering plate: 0.25 m H x 2.0 m W x 6.00 m D,
weight = 3.6 tons
Main crossbeam: T-beam 0.35 m H × 6.2 m W ×1.05 m D, weight = 2.9 tons
Lower structure → Steel tubular pile: ø = 800 mm, thickness = 12 mm, length = 12.0 m (standard), weight = 2.8 tons
Bell cap: ø = 2,200 mm, height = 0.85 m, weight = 1.3 tons
For info on prices, please contact GIKEN LTD.
GIKEN LTD.
Address | Kochi Head Office 3948-1 Nunoshida, Kochi City, Kochi 781-5195 Tokyo Head Office 16F Ariake Central Tower, 3-7-18 Ariake, Koto-ku, Tokyo 135-0063 |
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Phone number/Fax number | 高知本社 088-846-2933 東京本社 03-3528-1633 / 高知本社 088-846-2939 東京本社 03-3527-6055 |
Email address | engineer@giken.com |
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Homepage URL | https://www.giken.com |
