2004•Journal of Xuzhou Institute of Architectural TechnologyRequires access

The Cast-in-place Cantilever Method With Cradles at the Giant Continuous Box Girder Bridge Across the Beijing-Hangzhou Grand Canal

Hong Shun Hao

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Abstract

There is an increasing tendency to extend the span of the continuous box girder in bridgework.The cast-in-place cantilever method with rhombic trussed cradle is adopted at the giant prestressed concrete continuous box girder bridge across the Beijing-Hangzhou Grand Canal,in the Beijing-Fuzhou Expressway.Demonstrated here are the structure of the cradle and the functions of the various parts,the top pressure test,and the pouring technique of the steel concrete box girder.

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There is an increasing tendency to extend the span of the continuous box girder in bridgework.The cast-in-place cantilever method with rhombic trussed cradle is adopted at the giant prestressed concrete continuous box girder bridge across the Beijing-Hangzhou Grand Canal,in the Beijing-Fuzhou Expressway.Demonstrated here are the structure of the cradle and the functions of the various parts,the top pressure test,and the pouring technique of the steel concrete box girder.

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Available abstract

There is an increasing tendency to extend the span of the continuous box girder in bridgework.The cast-in-place cantilever method with rhombic trussed cradle is adopted at the giant prestressed concrete continuous box girder bridge across the Beijing-Hangzhou Grand Canal,in the Beijing-Fuzhou Expressway.Demonstrated here are the structure of the cradle and the functions of the various parts,the top pressure test,and the pouring technique of the steel concrete box girder.

Key concepts: Box girder, Beijing, Cantilever, Structural engineering, Bridge (graph theory), Span (engineering), Engineering, Girder

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