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白水江三级水电站泄洪闸预应力闸墩设计
引用本文:贺金仁,周永健. 白水江三级水电站泄洪闸预应力闸墩设计[J]. 水电能源科学, 2009, 27(2)
作者姓名:贺金仁  周永健
作者单位:浙江省水利水电勘测设计院,浙江,杭州,310002;浙江省建德市大洋镇镇政府,浙江,建德,311616
摘    要:针对白水江三级水电站泄洪闸工作弧门承受水推力较大、闸墩布筋困难,采用预应力闸墩技术设计,提出了优化闸墩预应力锚索布置、张拉力锚固体系选择,并应用三维有限元法对三种工况下预应力分布进行计算分析.结果表明,该法合理可行,成功解决了弧门工作时产生的巨大推力,并可指导预应力闸墩设计.

关 键 词:闸墩  预应力锚索  泄洪闸  三维有限元

Design of Pre-stressed Pier for Sluice Gate in Third Cascade of Baishuijiang Power Station
HE Jinren ZHOU Yongjian. Design of Pre-stressed Pier for Sluice Gate in Third Cascade of Baishuijiang Power Station[J]. International Journal Hydroelectric Energy, 2009, 27(2)
Authors:HE Jinren ZHOU Yongjian
Affiliation:1.Zhejiang Provincial Investigation and Design Institute of Water Resources and Hydropower;Hangzhou 310002;China;2.The Government of Dayang Town;Jiande City;Zhejiang Province;Jiande 311616;China
Abstract:According to the difficulty of arranging reinforced bars in piers in Third Cascade of Baishuijiang Hydroelectric Station caused by the high water push to the arc gate of sluice,pre-stressing pier method is used,and the optimized pre-stressed anchor arrangement and the tensile anchoring system is applied.The pre-stress distribution under three different load combinations by 3-dimensional finite element method is analyzed,That the method employed in this paper is feasible and effective to settle the high wate...
Keywords:pier  pre-stressed anchor rods  sluice gate  three-dimensional FEM  
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