摘要
以京沪高速公路淮安废黄河大桥为例,研究了连续梁桥支座更换工作中多孔桥梁整体顶升方案,并采用电阻应变法监测试顶过程中梁体的应力应变增加值,验证了整体施工方案的可行性。
Taking waste Yellow river Bridge at the Huai' an in the Beijing-Shanghai highway as an example, the paper studies the jack-up scheme for multi-span bridge girder in the bearing replacement of the continuous girder bridges and points out to adopt the electric resistance- strain method to inspect the increasing number of the strain of the girders in the test of jack-up, and it also proves the feasibility of the construetion scheme.
出处
《山西建筑》
2009年第1期5-7,共3页
Shanxi Architecture
基金
淮安市科技计划项目资助(项目编号:HAG06-013)
关键词
连续梁
支座
顶升
电阻应变法
continuous girder, bridge support, jack-up, electric resistance method