首页> 外文会议>International Conference on Long Time Effects and Seepage Behavior of Dams >RESEARCH ON CONCRETE CRACK PREVENTION METHOD FOR TAIL FRAME IN JINNAH HYDROPOWER PROJECT
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RESEARCH ON CONCRETE CRACK PREVENTION METHOD FOR TAIL FRAME IN JINNAH HYDROPOWER PROJECT

机译:金纳水电站尾框架混凝土裂缝防治方法研究

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摘要

Cracks always appear in the floor, roof, side wall and center wall of tail frame concrete. For avoiding and decreasing thermal cracks in the plant base and tail water frame concrete of Jinnah hydropower project, temperature control computation and analysis is applied. The longest section is adopted as research object to simulate the 3D temperature and stress course by finite element method. On the basis of simulation results, the optimized temperature control and crack preventing method, reasonable suggestion and corresponding temperature control index are put forward for floor, wall and roof respectively so as to give reference to designers and constructors.
机译:裂缝总是出现在地板,屋顶,侧壁和中心墙的尾框架混凝土。为了避免和降低植物基础和尾水电站的尾水架混凝土中的热裂纹,采用温度控制计算和分析。最长的部分是通过有限元方法模拟3D温度和应力过程的研究对象。在仿真结果的基础上,分别为地板,墙壁和屋顶提出了优化的温度控制和防爆方法,合理的建议和相应的温度控制指数,以参考设计者和构造函数。

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