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大长细比框架地道桥的顶进施工与监测
引用本文:王树栋,郝士华,卢文良.大长细比框架地道桥的顶进施工与监测[J].石家庄铁道学院学报,2008,21(2):16-19.
作者姓名:王树栋  郝士华  卢文良
作者单位:[1]石家庄铁道学院土木工程分院,河北石家庄050043 [2]河北交通职业技术学院土木工程系,河北石家庄050091 [3]北京交通大学土木与建筑工程学院,北京100044
摘    要:结合某下穿既有铁路的大长细比框架地道桥顶进施工,对顶进施工实施全程监控,重点对施工过程的控制要点、监测点布置、详细的顶进过程进行了技术分析和评估,提出了相关问题的技术措施与建议,对类似工程具有参考价值。

关 键 词:框架地道桥  大长细比  顶进  监控

Technology Research on Jacking Construction of Frame-bent Bridge with Large Slender Proportion
Wang Shudong,Hao Shihua,Lu Wenliang.Technology Research on Jacking Construction of Frame-bent Bridge with Large Slender Proportion[J].Journal of Shijiazhuang Railway Institute,2008,21(2):16-19.
Authors:Wang Shudong  Hao Shihua  Lu Wenliang
Institution:Wang Shudong , Hao Shihua, Lu Wenliang ( 1. School of Civil Engineering, Shijiazhuang Railway Institute, Shijiazhuang 050043, China ; 2. Department of Civil Engineering, Hebei Jiaotong Vocational & Technical College, Shijiazhuang 050091, China ; 3. School of Civil Engineering & Architecture, Beijing Jiaotong University, Beijing 100044, China)
Abstract:The jacking construction plan of a tunnel bridge of large slender ratio is presented in this paper. A detailed Finite Element Method model is created. The structural behaviors subjected to several load cases during jacking construction stage are analyzed. Based on the FEM analysis results, sensors are mounted. Monitored data are used to ensure the safety of the tunnel bridge during jacking construction stage. Some suggestions are given for similar structures.
Keywords:frame tunnel bridge  large slender proportion  jacking  monitoring
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