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论文摘要

考虑温度历程的早龄期大坝混凝土自生体积变形分离方法现场试验

Field Test on the Separation of Autogenous Deformation of Dam Concrete at Early Age Considering Temperature History

作者:宫经伟(武汉大学 水资源与水电工程科学国家重点实验室);周宜红(武汉大学 水资源与水电工程科学国家重点实验室;三峡大学 水利与环境学院);黄耀英(三峡大学 水利与环境学院);瞿立新(武汉大学 水资源与水电工程科学国家重点实验室);周绍武(中国长江三峡集团公司);李金河(中国长江三峡集团公司);谌东升(三峡大学 水利与环境学院);汤国庆(三峡大学 水利与环境学院);付学奎(三峡大学 水利与环境学院)

Author:Gong Jingwei(National Key Lab. of Water Resource and Hydropower Eng. Sci.,Wuhan Univ.);Zhou Yihong(National Key Lab. of Water Resource and Hydropower Eng. Sci.,Wuhan Univ.;College of Hydyaulic and Environmental Eng., China Three Gorges Univ.);Huang Yaoying(College of Hydyaulic and Environmental Eng., China Three Gorges Univ.);Qu Lixin(National Key Lab. of Water Resource and Hydropower Eng. Sci.,Wuhan Univ.);Zhou Shaowu(China Three Gorges Co.);Li Jinhe(China Three Gorges Co.);Shen Dongsheng(College of Hydyaulic and Environmental Eng., China Three Gorges Univ.);Tang Guoqing(College of Hydyaulic and Environmental Eng., China Three Gorges Univ.);Fu Xuekui(College of Hydyaulic and Environmental Eng., China Three Gorges Univ.)

收稿日期:2012-02-29          年卷(期)页码:2012,44(4):90-95

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:温度历程;成熟度理论;早龄期混凝土;自生体积变形分离;现场试验

Key words:temperature history;maturity theory;concrete at early age;separation of autogenous deformation;field test

基金项目:国家自然科学基金资助项目(51079079)

中文摘要

混凝土在水化过程中会产生自生体积变形和温度应变等现象,与混凝土的耐久性有着密切联系,为工程建设各方所关注。对此,在西南某混凝土特高拱坝混凝土浇筑现场,采用无应力计对冷却水管周围两处不同位置处早龄期混凝土的应变进行现场监测,运用成熟度理论考虑混凝土的温度历程对混凝土水化进程的影响,采取一种新方法将总应变计算式解耦,从而摆脱对早龄期混凝土的热膨胀系数为定值的依赖,得出混凝土热膨胀系数在等效龄期下的历程,最终从无应力计变形监测值中分离出温度应变和自生体积变形。试验结果表明:这种方法能考虑混凝土温度因素,精确便捷地对早龄期混凝土的热膨胀系数以及自生体积变形进行分离,给现场混凝土的养护以及防裂施工提供指导。

英文摘要

Based on the fact that concrete undergoes autogenous deformation and temperature deformation during its hydration advancement, which is closely linked with the durability of concrete and is concerned by engineering construction parties, two stress-free meters that were located on different places around the cooling pipe in a southwest concrete extra-high arch dam construction site were used to monitor the total deformations, and a new method with the consideration of concrete temperature history was adopted for decoupling the monitored deformations. This method could avoid the dependence on taking thermal expansion coefficient of early age concrete as a constant value, thus, the curve of thermal expansion coefficient vs. equivalent age was got and finally temperature deformation and autogenous deformation were separated from the data. Test results showed that the method could consider temperature history, separate the thermal expansion coefficient and autogenous deformation of concrete at early age more precisely and easily, and provide guidance for the site concrete curing and anti-crack constructions.

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