Safety Control Research of Steel U Girder of Composite Bridge with Incremental Launching Construction

Author:

Wang Jin Feng1,Lin Jian Ping1,Fu Yi2,Jiang Yong3,Li Jian Zeng3,Zhang Zhi Cheng3

Affiliation:

1. Zhejing University

2. Hangzhou Urban Infrastructure Development Corporation

3. Zhejiang University

Abstract

With both the high efficiency and economic advantages, the incremental launching has been widely used in bridge construction. As the steel U girder of the composite bridge has not formed the designed section during the launching construction, it has small stiffness relatively and poor torsion resistance ability. The structure mechanical behaviors are complex. Bridge structure collapsed during the incremental launching construction had been reported. Real-time strain monitoring of the adverse sections of the structure during the launching has important significance. By taking the Hangzhou Jiubao Bridge as background, this article introduced the real-time strain monitoring of the steel U girder and analyzed the monitoring results. Effective mastery of the safe state of the structure during launching construction was achieved. It had ensured the launching construction finished successfully. The research results can provide a reference for the design and construction of other similar engineering.

Publisher

Trans Tech Publications, Ltd.

Reference10 articles.

1. M. Rosignoli: Bridge launching. (Thomas Telford Publications, London 2002).

2. YF. Zhou: Research On Key Technologies of Construction Control & Mechanics Characters of Multisectio Curved Steel-Box Girder Bridge which Constructed by Incremental Launching Method Launching of the San Cristobal Bridge. Changsha University of Science & Technology, 2009(In Chinese).

3. N. Pan, T. Chiu and K. Chen: Full-span Pre-cast Launching Method (FPLM) Analysis with Dynamic Simulation - Case Studies of Taiwan High-Speed Rail (THSR) Project. Automation in Construction. Vol. 17 (2008), pp.592-607.

4. M.E. Marchetti: Specific Design Problems Related to Bridges Built Using the Incremental Launching Method. Engineering Structures, Vol. 6 (1984), pp.185-210.

5. M. Rosignoli: Prestressing Schemes for Incrementally Launched Bridges. Journal of Bridge Engineering, Vol. 4 (1999), pp.107-115.

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