摘要
响水潭水库输水管竖井圆筒底部与问室连接处下游侧面出现长达11.5m,宽约2~20mm的裂缝,应用了化灌与外粘钢板加固技术对其进行堵漏与加固。应用4年来,效果良好。
Between the bottom of the vertical shaft and the connected part of sluice gate chamber,there is a crack 11. sin in length and 2-20mm in width. We use chemical grouting to caulk it and reinforce structure by adhesion technology of steel plate. The methods get good results,and these buildings have been used for four years.
出处
《水利水运工程学报》
CSCD
1998年第S1期48-51,共4页
Hydro-Science and Engineering
关键词
输水管
堵漏
加固
粘钢技术
caulking
reinforcement
binding technology on steel surface