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铁路预应力混凝土连续梁桥支座更换受力研究

Mechanical Research on the Replaced Bearing at Prestressed Continuous Girder in Railway Bridge

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【作者】 熊军赵喜庆郑炜秦岭

【Author】 Xiong Jun;Zhao Xiqing;Zheng Wei;Qin Ling;Beijing Institute of Real Estate Science and Technology;Qiqihar Medical University;

【机构】 北京市房地产科学技术研究所齐齐哈尔医学院

【摘要】 以某3跨铁路连续梁桥更换支座为例,对顶梁过程进行力学研究,通过计算及控制顶升过程中梁体的应力以及钢轨的应力,确定了切实可行的实施方法。研究表明控制顶升位移或顶升力是顶升更换支座的关键。

【Abstract】 Taking the bearing replacement in a three-span continuous girder in railway bridge as an example,the mechanics research on the beam lifting process was carried out. The practical implementation methods are determined by computing and controlling the stress of the beams and the stress of the rails during the lifting process. The study shows that the lifting displacement or the lifting force are the key points in bearing replacement construction.

【关键词】 混凝土连续梁支座更换力学
【Key words】 concretecontinuous bridgebearing replacementmechanics
  • 【文献出处】 施工技术 ,Construction Technology , 编辑部邮箱 ,2013年S2期
  • 【分类号】U445.4
  • 【被引频次】3
  • 【下载频次】67
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