ISSN 1671-1092 CN 33-1260/TK

大坝与安全 ›› 2026 ›› Issue (2): 68-.

• 施工技术 • 上一篇    下一篇

水下大坝帷幕灌浆检查孔施工技术研究与应用

王 斌,臧 鹏,李乔斌,钟久安,冯杨文,陈 益   

  1. 四川共拓岩土科技股份有限公司,四川 成都,610073
  • 出版日期:2026-04-30 发布日期:2026-07-03
  • 作者简介:王 斌(1985— ),男,四川南部人,工程师,主要从事水利水电工程注浆技术研究和管理工作。

Research and application of the construction technology of underwater inspection hole for dam curtain grouting

WANG Bin, ZANG Peng, LI Qiaobin, ZHONG Jiuan, FENG Yangwen and CHEN Yi   

  1. Sichuan Gotone Geotechnical Technology Co., Ltd.
  • Online:2026-04-30 Published:2026-07-03

摘要: 为复查多诺水电站震后大坝坝肩及坝基的防渗性,需在蓄水条件下进行大坝灌浆帷幕质量检查。水下检查孔施工水深达40~69 m,钻孔难度大,综合采用水上浮船平台、潜水技术、水下定位与钻探技术,成功完成了蓄水条件下大坝帷幕质量检查,对类似工程具有重要的借鉴意义。

关键词: 灌浆帷幕, 质量检查, 蓄水条件, 水下钻孔

Abstract: In order to recheck the impermeability of abutments and dam foundation of Donuo hydropow_ er station after the earthquake, it is necessary to check the quality of dam grouting curtain under the re_ servior impoundment condition. The drilling depth of the underwater inspection hole is 40~69 m, and the drilling is difficult. By comprehensively using the floating boat platform, diving technology, underwa_ ter positioning and drilling technology, the quality inspection of dam curtain under the condition of reser_ vior impoundment has been successfully completed, which offers important reference for similar projects.

Key words: grouting curtain, quality inspection, reservior impoundment condition, underwater drilling

中图分类号: