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江口水电站左岸溢洪道闸室和进水闸地基防渗处理施工
引用本文:王南山,朱生云,杨林. 江口水电站左岸溢洪道闸室和进水闸地基防渗处理施工[J]. 江西水利科技, 2012, 38(3): 200-203
作者姓名:王南山  朱生云  杨林
作者单位:1. 中国电力投资集团江西电力有限公司江口水电厂,江西新余,338025
2. 中国电力建设集团有限公司江西省水电工程局,江西南昌,330096
摘    要:在水闸上下游水头差较大的条件下进行帷幕灌浆施工存在较大风险.通过灌浆试验,确定了合适的施工参数.本文阐述了江口水电站左岸溢洪道闸室和进水闸地基防渗处理施工,并对施工质量进行了评价.

关 键 词:江西  江口水电站  基础  防渗处理  施工

Anti-seepage treatment construction of the spillway chamber of the left bank and the foundation of the inlet sluice on Jiangkou Hydropower Station
WANG Nan-shan , ZHU Sheng-yun , YANG Lin. Anti-seepage treatment construction of the spillway chamber of the left bank and the foundation of the inlet sluice on Jiangkou Hydropower Station[J]. Jiangxi Hydraulic Science & Technology, 2012, 38(3): 200-203
Authors:WANG Nan-shan    ZHU Sheng-yun    YANG Lin
Affiliation:1.Jiangkou Hydropower Plant of Jiangxi Electric Power Limited Corporation of China Power Investment Group,Jiangxi Xinyu 338025,China;2.Jiangxi Provincial Hydropower Engineering Bureau of China Power Construction Group Limited Corporation,Jiangxi Nanchang 330096,China)
Abstract:There is a great risk in constructing the curtain grouting under the big water head fall of the sluice.Through the grouting experiment,the suitable construction parameters is determined.The anti-seepage treatment construction of the spillway chamber of the left bank and the foundation of the inlet sluice on Jiangkou Hydropower Station is stated in this paper.And the construction quality accessment is made.
Keywords:Jiangxi province  Jiangkou Hydropower Station  Anti-seepage treatment  Construction
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