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巴拉水电站溢洪洞进口闸室预应力闸墩锚索布置设计

肖玉会 周涛 杨宏昆 谢桃 柴瑞

四川水力发电2026,Vol.45Issue(1):59-65,7.
四川水力发电2026,Vol.45Issue(1):59-65,7.DOI:10.20196/j.cnki.scslfd.20260112

巴拉水电站溢洪洞进口闸室预应力闸墩锚索布置设计

Design of pre-stressed pier anchor cable layout for the intake gate chamber of the spillway tunnel at Bala Hydropower Project

肖玉会 1周涛 1杨宏昆 1谢桃 1柴瑞1

作者信息

  • 1. 四川省清源工程咨询有限公司,四川 成都 610072
  • 折叠

摘要

Abstract

To investigate the stress and strain behavior of the pre-stressed pier for the spillway tunnel intake gate chamber at Bala Hydropower Project during its construction and operation phases,a comprehensive three-dimensional finite element model was developed.By comparing parameters such as the layout of anchor cables and the tensioning tonnage,the study calculated the effective improvement in pier stress and strain under vari-ous working conditions.The optimal layout of the pre-stressed anchor cables for the spillway tunnel gate chamber was ultimately determined.It is expected that the findings from this research will provide a valuable reference for similar engineering projects.

关键词

预应力闸墩/弧形闸门/锚索布置/有限元分析/应力控制

Key words

prestressed pier/radial gate/anchor cable layout/finite element/analysis stress control

分类

建筑与水利

引用本文复制引用

肖玉会,周涛,杨宏昆,谢桃,柴瑞..巴拉水电站溢洪洞进口闸室预应力闸墩锚索布置设计[J].四川水力发电,2026,45(1):59-65,7.

四川水力发电

1001-2184

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