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旧有钢桁架铁路桥的加固
引用本文:韩新宇,李君玉,吴亚平.旧有钢桁架铁路桥的加固[J].南阳理工学院学报,2014(6):88-91.
作者姓名:韩新宇  李君玉  吴亚平
作者单位:兰州交通大学土木工程学院,甘肃兰州730070
基金项目:甘肃省自然科学基金(1107RJZA122)
摘    要:清绿直线黑河1#桥建成于1958年,经过多年的通车运营后,经检查发现主桥结构出现了多种缺陷,严重影响了此桥的正常运营。分析了桥梁产生的缺陷,并提出了针对该桥的加固技术,利用ansys有限元分析软件对加固后钢桁架简支梁的运营状态进行模拟,分析了桁架的内力变化和动挠度,希望能为其他类似桥梁的加固提供借鉴。

关 键 词:缺陷  加固技术  内力变化  动挠度

REINFORCEMENT OF OLD STEEL TRUSS RAILWAY BRIDGE
HAN Xin-yu,LI Jun-yu,WU Ya-ping.REINFORCEMENT OF OLD STEEL TRUSS RAILWAY BRIDGE[J].Journal of Nanyang Institute of Technology,2014(6):88-91.
Authors:HAN Xin-yu  LI Jun-yu  WU Ya-ping
Institution:( College of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China)
Abstract:Green line 1# Heihebridge was built in 1958, after several years of operation, the main bridge structure have found many defects through the inspection, has seriously affected the normal operation of the bridge. This paper analyses defects of bridges, and put forward the reinforcement technology of the bridge, have simulated the steel truss beam of the operation state of consolidated by use of the finite element analysis software ANSYS, analysis the changes of internal forces and dynamic deflection, hope for other similar bridges reinforcement for reference.
Keywords:defect  reinforcement technology  changes of internal forces  dynamic deflection
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