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荆州长江公路大桥主梁高性能混凝土徐变试验
引用本文:陈志华,彭少民,蒋沧如,王小平.荆州长江公路大桥主梁高性能混凝土徐变试验[J].中国公路学报,2006,19(4):98-102.
作者姓名:陈志华  彭少民  蒋沧如  王小平
作者单位:[1]武汉理工大学土木工程与建筑学院,湖北武汉430070 [2]浙江大学建筑工程学院,浙江杭州310027
摘    要:为准确计算高性能混凝土的长期徐变,根据荆州长江公路大桥的建设要求,对两种高性能混凝土施工配合比进行徐变试验,并用优化方法进行了拟合计算,给出了两种配合比混凝土徐变度的计算公式,介绍了相应的混凝土松弛系数计算方法。应用该方法对荆州长江公路大桥主梁混凝土的应力松弛系数进行了计算,为该桥的设计和施工提供了科学的依据。

关 键 词:桥梁工程  高性能混凝土  试验研究  徐变度  配合比  应力松弛
文章编号:1001-7372(2006)04-0098-05
收稿时间:2005-09-02
修稿时间:2005-09-02

Test on High-Performance Concrete Creep of Main Girder of Jingzhou Yangtze River Highway Bridge
CHEN Zhi-hua , PENG Shao-min , JIANG Cang-ru , WANG Xiao-ping.Test on High-Performance Concrete Creep of Main Girder of Jingzhou Yangtze River Highway Bridge[J].China Journal of Highway and Transport,2006,19(4):98-102.
Authors:CHEN Zhi-hua  PENG Shao-min  JIANG Cang-ru  WANG Xiao-ping
Institution:1. School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, Hubei, China; 2. School of Architectural Engineering, Zhejiang University, Hangzhou 310027, Zhejiang, China
Abstract:In order to correctly calculate long-term creep of high-performance concrete when the structure was being designed and constructed, the experimental research on creep of high- performance concrete including two mixture ratios that were designed for the construction was done. Based on the datum of the test, a calculating expression of the concrete creep was presented and the fitting factors in the expression were given respectively for two mixture ratios through optimization calculation. Finally, the calculation method for calculating the concrete relaxation coefficient of Jingzhou Yangtze River Highway Bridge which provided scientific basis for design and construction of the bridge was introduced.
Keywords:bridge engineering  high performance concrete~ experimental research  creep degree  mixture ratio  stress relaxation
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