现代农业科技Issue(3)：210-211,214,3.
参窝水库溢流坝闸墩裂缝加固处理效果分析
Strengthening Effect Analysis of Sluice Pier Cracks in Shenwo Reservoir Overflow Dam
梁力 1夏海江 1王健 2杨毅1
作者信息
- 1. 东北大学资源与土木工程学院，辽宁沈阳 110819
- 2. 辽宁省水利水电科学研究院
- 折叠
摘要
Abstract
Vertical lively cracks on sluice pier in Shenwo Resevoir overflow dam were appeared since operation , and the structural safety of dam was endangered.Suitable technology of repairing and strengthening were proposed ,then structurarl stress state of finite element computational analysis were conducted by using ANSYS software after repairing and strengthening.The results concluded that the piers were safity after repairing and strengthening for concrete crack ,cracks no longer continue to expanded ,and the safe operation of the project could be continued to play its role.关键词
溢流坝闸墩/裂缝/修补加固/效果/参窝水库Key words
sluice pier in overflow dam/cracks/repair and reinforcement/effect/Shenwo Reservoir分类
建筑与水利引用本文复制引用
梁力,夏海江,王健,杨毅..参窝水库溢流坝闸墩裂缝加固处理效果分析[J].现代农业科技,2014,(3):210-211,214,3.
