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某水电站溢洪道预应力闸墩计算分析
Optimal Design for the Prestressed Pier of Hydropower Project
【摘要】 应用三维有限元方法对某水电站溢洪道预应力闸墩进行了计算分析,论证了预应力锚索上游锚固端位置和形式的合理性,优化了预应力锚索的布置方案和永存吨位.研究结果可为同类结构的设计提供参考.
【Abstract】 Three dimensional finite element analysis is adopted on the piers calculation of Hydropower Project.The place and the type of the tendons upstream end are discussed,the arrangement and permanent tonnage of the anchor groups are optimized.The results can provide refereuce for the same type frames.
【关键词】 溢洪道;
预应力闸墩;
锚索;
锚块;
永存吨位;
【Key words】 spillway; prestressed pier; anchor group; anchorage block; permanent tonnage;
【Key words】 spillway; prestressed pier; anchor group; anchorage block; permanent tonnage;
- 【文献出处】 中原工学院学报 ,Journal of Zhongyuan University of Technology , 编辑部邮箱 ,2012年02期
- 【分类号】TV314;TV662.2
- 【被引频次】1
- 【下载频次】49