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上海长江隧桥斜拉桥承台大体积混凝土温度及应力监测分析
引用本文:孙家瑛,眭少峰.上海长江隧桥斜拉桥承台大体积混凝土温度及应力监测分析[J].混凝土与水泥制品,2008(1):10-12.
作者姓名:孙家瑛  眭少峰
作者单位:1. 浙江大学宁波理工学院,315000;上海大学,200072
2. 上海大学,200072
摘    要:在长江隧桥工程中主通航孔斜拉桥承台混凝土浇筑后的养护期,为及时了解承台大体积混凝土内部的温度以及应力变化情况,防止其开裂,采用了先进的信息化施工方式,即在线监测,得到了大体积混凝土硬化期间温度及应力发展的典型曲线,同时发现保温养护对抑制混凝土收缩有很重要的影响。

关 键 词:大体积混凝土  温度  应力  监测  裂缝  承台
文章编号:1000-4637(2008)01-10-03
收稿时间:2007-08-03
修稿时间:2007年8月3日

Monitor and Analyse on Temperature and Stress within Mass Concrete of Bridge Pier's Bearing Platform in Shanghai Changjiang Tunnel-Bridge Project
SUN Jia-ying,SHI Shao-feng.Monitor and Analyse on Temperature and Stress within Mass Concrete of Bridge Pier''''s Bearing Platform in Shanghai Changjiang Tunnel-Bridge Project[J].China Concrete and Cement Products,2008(1):10-12.
Authors:SUN Jia-ying  SHI Shao-feng
Abstract:In order to observing and surveying the changes of temperatures and stresses within the mass concrete and then for preventing from creck,an advanced technology of on-line monitor is applied during construction of the bearing platforms of bridge piers in Shanghai Changjiang Tunnel-Bridge Project.The typical curves on development of temperature and stress are obtained.And it is found that the preservation curring has an important effect on restraining the shrinkage of concrete.
Keywords:Mass concrete  Temperature  Stress  Monitor  Crack  Bearing platform  
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