Design and Construction of Pre-tensioned Prestressed Concrete Box-Girders in Incheon Bridge Viaduct
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Détails bibliographiques
| Auteur(s): |
Ik-Sun Cho
Suk-Koo Suh Sang-Hee Lee Kyoung-Lae Park |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009 | ||||
| Publié dans: | IABSE Symposium Bangkok 2009 | ||||
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| Page(s): | 168-177 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| Année: | 2009 | ||||
| DOI: | 10.2749/222137809796088693 | ||||
| Abstrait: |
This study intends to explain the design and construction of the prestressed concrete(PSC) box- girders used for Incheon Bridge Viaduct. The superstructure of the Viaduct was planned and designed to be built with PSC box-girders, which consists structurally continuous 5 spans. Total 336 box-girder elements, each one is 15.7m wide, 50m long, 3m high, and weighing about 1,360 tons, were made by the pre-tensioned prestressing method at a specially built casting factory, transported to the construction site at sea, and erected by the FSLM(Full Span Launching Method), using specially developed methods and equipments. The details of prestressing tendons/bars and reinforcement were designed according to the AASHTO LRFD Bridge Design Specifications. In this paper, the major design items of PSC box-girders as well as related brief construction methods and sequences are introduced. |
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