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大吨位连续梁桥支座更换方案比选与施工

Scheme Comparison and Construction of Bearing Replacement for Large Tonnage Continuous Beam Bridge

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【作者】 顾祥峰虞建成

【Author】 Gu Xiangfeng1,Yu Jiancheng2 (1.Traffic Engineering Quality Supervision Station of Huai′an City,Huai′an 223001,China; 2.School of Transportation,Southeast University,Nanjing 210096,China)

【机构】 淮安市交通工程质量监督站东南大学交通学院

【摘要】 结合淮安市天津路大运河桥主墩支座更换工程实践,提出了单主墩左、右幅梁体同时同步顶升及顶升力和位移"双控"技术,并通过现场监控,控制最大顶升量和左右幅顶升高差,顺利实现了大吨位支座更换。

【Abstract】 Combining with engineering practice of bearing replacement of Grand Canal bridge main pier in Tianjin road Huai′an city,this paper suggestes that synchronous jacking technology should be used for the beam bodies in the left and right side of a main pier at the same time,jacking force and jacking displacement should be controlled simultaneously as well. The maximum amount of jacking and height difference of jacking are controlled by field monitoring. Through the technology,large tonnage bearings are replaced successfully.

  • 【文献出处】 现代交通技术 ,Modern Transportation Technology , 编辑部邮箱 ,2012年03期
  • 【分类号】U445.7
  • 【被引频次】2
  • 【下载频次】68
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