摘要
凌津滩水电站二期工程 ,其坝体横缝止水片附近混凝土因浇捣不密实 ,出现脱空现象 ,灌浆廊道内坝体横缝漏水。经采用化学灌浆方法对漏水缝及点进行止水处理 。
Due to insufficient vibrating compaction in concrete pouring ,there occurred cavity pockets in the concrete near the copper sheet seal in the transverse joints inside the dam body of 2nd stage project of Lingjintan Hydropwer Station.Through the sealing treatment of the leakage joints and points by using chemical grouting ,it was approved that the method is quite effective.
出处
《长江科学院院报》
CSCD
北大核心
2000年第6期76-77,共2页
Journal of Changjiang River Scientific Research Institute
关键词
坝体横缝
化学灌浆
水溶性聚氨酯
凌津滩水电站
transverse joints in dam body
chemical grouting
water soluble polyurethane