锦屏二级水电站3~#引水隧洞有盖重防渗固结灌浆试验  

Experiment of cover-weight anti-seepage consolidation grouting for No.3 water diversion tunnel of Jinping Hydropower Station Ⅱ

作　　者：谢华东[1] 吕玲莉[1] 

机构地区：[1]中国人民武装警察部队水电第一总队,广西南宁530028

出　　处：《水利水电技术》2011年第5期97-99,共3页Water Resources and Hydropower Engineering

摘　　要：本文介绍了锦屏二级水电站3#引水隧洞有盖重防渗固结灌浆试验的施工方法和试验参数。通过防渗固结灌浆试验,总结出在灌浆施工中应及时采集的相关信息和采取的施工工艺,既保证了施工质量又保证了施工速度。The construction method and parameters of the cover-weight anti-seepage consolidation grouting for No. 3 water diversion tunnel of Jinping Hydropower Station II are described herein. Through the experiment of the anti-seepage consolidation grouting, the relevant information to be obtained and the related construction technologies to be taken during the construction are sum- marized, and then both the quality and the speed of the construction are actually ensured as well.

关 键 词：锦屏二级水电站 引水隧洞 防渗固结灌浆 工艺及参数 质量评价 

分 类 号：TV74[水利工程—水利水电工程]