黄龙滩水电站4号机组引水系统混凝土衬砌段渗漏治理  

Seepage treatment of concrete lining in water diversion system of No.4 unit of Huanglongtan hydropower station

作　　者：陆勇[1] 肖伍[1] 

机构地区：[1]湖北黄龙滩水力发电厂,湖北十堰442005

出　　处：《大坝与安全》2016年第5期63-66,共4页Dam & Safety

摘　　要：为保障电站安全运行,对黄龙滩水电站4号机组引水系统混凝土衬砌段渗漏进行了治理。介绍了伸缩缝渗水、裂缝渗水、孔洞渗水、施工支洞堵头渗水等缺陷防渗加固处理的方法。由于方案合理、施工规范,渗漏处理取得了令人满意的效果。In order to ensure the safe operation of Huanglongtan hydropower station, the seepage of concrete lining section of the diversion system of No. 4 unit was treated. This paper introduced anti-seepage reinforcement of expansion joint, crack, hole and plug of construction adit. Due to the reasonable scheme and fine construction, the leakage treatment had achieved a satisfactory effect.

关 键 词：黄龙滩水电站 混凝土衬砌 渗漏处理 

分 类 号：TV554[水利工程—水利水电工程] TV543