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桥梁施工控制中应力监测的温度修正量研究
引用本文:高卫卫.桥梁施工控制中应力监测的温度修正量研究[J].科技信息,2011(33):I0163-I0164.
作者姓名:高卫卫
作者单位:中铁十二局集团公司,山西太原030022
摘    要:温度效应将引起桥梁施工控制中应力监测的准确性,本文以某客运专线(60+100+60)m预应力混凝土连续箱形梁桥为研究对象,在混凝土内部埋设温度和应力测试元件,采用现场实测的方法研究了温度对结构应力的影响规律,并提出了根据箱梁顶、底板实测温度值进行应力监测实时修正的方法。

关 键 词:连续梁桥  箱梁  施工控制  温度应力

Analysis of Temperature Correction on Stress Monitoring During Bridge Construction Control
Abstract:The temperature effect on stress monitoring during bridge construction should not be neglected. A PC box continuous beam bridge serviced in a passenger dedicated line was employed as an example, which has a computation span of (60+100+60) m. Some temperature and stress sensors were buried in the concrete and field measurement were conducted. Based on it, the laws of temperature effect on structural stress were obtained, and a method of real-time temperature correction on stress monitoring was put forward.
Keywords:Continuous beam bridge  Box girder  Construction control  Temperature stress
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