Design Considerations for Main Spans of Qiandao Lake Bridge
Yang Zheng
Abstract
Yang Zheng
Abstract
In the light of the natural conditions at Qiandao Lake Bridge site and the environmental requirements of the famous scenery spot, the main spans of the Bridge are designed as a prestressed concrete continuous rigidframe bridge on Vshape piers, which is characteristic of multiple spans and long continuous unit arranged in (70+7×105+70+40) m. The large diameter concretefilled steel pipe piles to be built into rocks are selected for use for the Bridge foundations. This paper focuses on the bridge type, design considerations for the overall structure, selection of pile foundation structures and construction schemes, and also briefs the design and construction of the main girder and piers.
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In the light of the natural conditions at Qiandao Lake Bridge site and the environmental requirements of the famous scenery spot, the main spans of the Bridge are designed as a prestressed concrete continuous rigidframe bridge on Vshape piers, which is characteristic of multiple spans and long continuous unit arranged in (70+7×105+70+40) m. The large diameter concretefilled steel pipe piles to be built into rocks are selected for use for the Bridge foundations. This paper focuses on the bridge type, design considerations for the overall structure, selection of pile foundation structures and construction schemes, and also briefs the design and construction of the main girder and piers.
Key concepts: Bridge (graph theory), Pile, Engineering, Foundation (evidence), Span (engineering), Prestressed concrete, Beam bridge, Rigid frame