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- W2387533058 abstract "In accordance with the construction conditions of the climate,hydrology,geology and topography at site,the suspension bridge type having a main span 616 m is chosen for Yuzui Changjiang River Bridge.The overall design of the Bridge has been carried out in compliance with the conditions as mentioned.The bridge towers are designed as the portal frame structures.The south anchorage is the gravity anchorage while the north anchorage is the triangle frame anchorage.The main cables are to be made by the PPWS method.The stiffening girder for the main bridge is the streamlined flat steel box girder provided with orthotropic steel deck plate while the main girder for the south approach bridge is the 35-m span prestressed concrete continuous box girder with constant cross section and that for the north approach bridge is the 56-m span prestressed concrete continuous rigid-frame structure with constant section.The foundation for the north anchorage is to be constructed by the open excavation.The columns of the towers are to be concreted by the climbing formwork and the concrete for the cross beams of the towers to be cast in situ on staging.The steel box girder is to be manufactured in blocks,lifted,installed and welded.In consideration of the water level variation,the working time schedule has been arranged rationally so that the in-water foundations and the steel box girder manufacturing can be timely completed." @default.
- W2387533058 created "2016-06-24" @default.
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- W2387533058 date "2010-01-01" @default.
- W2387533058 modified "2023-09-24" @default.
- W2387533058 title "Overall Design Considerations of Yuzui Changjiang River Bridge" @default.
- W2387533058 hasPublicationYear "2010" @default.
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