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曲线钢箱梁多点横向顶推复位研究

Deviation Reinforcement Analysis of Curved Steel Box Girder Bridge

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【作者】 邓娜江长森江凌乔

【Author】 Deng Na1,2,Jiang Changsen3,Jiang Lingqiao4 (1.College of Geophysics,Chengdu University of Technology,Chengdu 610059,Sichuan,China; 2.Electronic Laboratory,Chengdu University of Information Technology,Chengdu 610225,Sichuan,China; 3.Sichuan Hydropower Engineering Investigation Co.,Ltd.,Chengdu 610072,Sichuan,China; 4.Sichuan Highway and Bridge Engineering Co.,Ltd.,Qionglai 611530,Sichuan,China)

【机构】 成都理工大学地球物理学院成都信息工程学院电子实验中心四川中水成勘院工程勘察有限责任公司四川省邛崃市公路桥梁工程有限公司

【摘要】 针对曲梁桥常出现的横向偏移现象,以某独墩单支座的曲线连续钢箱梁桥工程实例,采用通用有限元软件进行了仿真分析,针对曲梁桥的特点,采用竖向顶升和横向顶推相结合的复位方法,优化了顶推复位工序,确定了每点的顶(推)力计算方法。施工实践及运营情况表明,该复位方案合理、可靠。

【Abstract】 The creep deformations of curved girder bridge often occur.This paper makes a deviation rectifying research on lateral and torsional distortion of simple-supported continuous curved steel box girder bridge.By using FEM software MIDAS,the combined construction scheme of vertical and lateral thrusting is determined to rectify the curved beam.The construction process is optimized according to the characteristic of curved beam.Respectively methods are presented to caculate the thrusting force.The construction scheme is proved to be reasonable and practical in the practice.

  • 【文献出处】 重庆交通大学学报(自然科学版) ,Journal of Chongqing Jiaotong University(Natural Science) , 编辑部邮箱 ,2012年04期
  • 【分类号】U445.462
  • 【被引频次】5
  • 【下载频次】121
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