Analysis of Effect of Fetching Girder from Trestle of Long-Span Steel Truss Bridge under Cantilever Erection

Abstract:

A large span steel truss bridge, it assembles "high, big, difficult, new, deep, steep, dangerous, heavy", etc., "eight" features in a body. In order to reduce the number of transportation ships and make the erection convenient, this paper studies a set of revolving beam erection scheme to improve the utilization efficiency of trestle. Through calculation, it is found that fetching girder directly from trestle is feasible. cantilever erection of the girder , The main truss linearis of the steel truss girder upstream and downstream has slightly deviation with the operating angle change of the cantilever crane and it need to stop lifting when monitoring and measuring, and the mast should be placed along the bridge direction.

• Periodical: Applied Mechanics and Materials (Volumes 587-589)
• Pages: 1522-1526
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.587-589.1522
• Online since: July 2014
• Authors: Xu Luo, Xin Sha Fu, Li Xiong Gu, Lu Rong Cai
• Keywords: Cantilever Erection, Steel Truss Girder, Trestle

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