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某曲线梁桥出现平面转动位移的原因分析及处理措施
引用本文:李江,刘友金.某曲线梁桥出现平面转动位移的原因分析及处理措施[J].世界桥梁,2008(Z1).
作者姓名:李江  刘友金
作者单位:中铁大桥局集团第五工程有限公司,江西,九江,332001
摘    要:结合工程实例,分析混凝土曲线连续梁桥出现梁体平面转动位移的原因,介绍采用梁体顶升纠扭,同时对远端支座增设横向限位,以使梁体恢复到设计状态的具体措施。

关 键 词:曲线梁  位移  原因分析  具体措施

Cause Analysis and Handling Measures for Planar Rotating Displacement of a Curved Beam Bridge
LI Jiang,LIU You-jin.Cause Analysis and Handling Measures for Planar Rotating Displacement of a Curved Beam Bridge[J].World Bridges,2008(Z1).
Authors:LI Jiang  LIU You-jin
Abstract:With reference to the practical bridge examples,this paper analyzes the causes leading to the planar rotating displacement of the beam of a concrete continuous curved beam bridge and also introduces the specific measures for rectifying the torsion of piers by jacking up the beam and by adding lateral restriction to the far-end bearings in order to restore the beam to its designed status.
Keywords:curved beam  displacement  cause analysis  specific measure  
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