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钢筋混凝土连续箱梁温度收缩应力计算
Calculation of temperature contracted stress for reinforced concrete continuous box beam bridges
【摘要】 提出了钢筋混凝土连续箱梁温度收缩应力计算的一种模式,并对这种计算模式作了详细阐述,为工程技术人员采取适当工艺和养护方法来控制混凝土早期裂缝的发生提供了一种依据.
【Abstract】 This paper presented a model for the calculation of temperature contracted stress for reinforced concrete continuous box beam bridges,expounding this calculation model carefully and giving engineers a reference for suitable workmanship and maintenance methods to control the occurrence of early concrete fissures.
【关键词】 箱梁;
温度收缩应力;
大体积混凝土;
【Key words】 box beam bridge; temperature contracted stress; big volumn concrete;
【Key words】 box beam bridge; temperature contracted stress; big volumn concrete;
- 【文献出处】 海南师范学院学报(自然科学版) ,Journal of Hainan Normal University(Natural Science) , 编辑部邮箱 ,2005年04期
- 【分类号】TU375.1
- 【被引频次】1
- 【下载频次】78