现代农业科技Issue(9)：235-237,239,4.
水库溢流坝闸墩裂缝修补加固技术研究
Repair and Reinforcement Technology of Sluice Pier Cracks in Reservoir Overflow Dam
夏海江 1梁力 2王亮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
Sluice pier vertical cracks appeared after the reservoir operated.Based on the investigation and detection ,finite element software ANSYS and Linear Static theory were employed to analyze the stress distribution of pier structure in the overall and location of the crack from the perspective of linear static on hydrostatic pressure ,upper load of pier ,opening load of sluice gates ,temperature load.The causes of the pier concrete crack were discussed ,and the repair and reinforcement technology for crack was put forward to provide reference for the similar engineering problems.关键词
水库/溢流坝闸墩/裂缝/成因/修补加固技术/ANSYSKey words
reservoir/overflow dam/sluice pier/crack/causes/repair and reinforcement technology/ANSYS分类
建筑与水利引用本文复制引用
夏海江,梁力,王亮..水库溢流坝闸墩裂缝修补加固技术研究[J].现代农业科技,2014,(9):235-237,239,4.
