煤炭工程 ›› 2020, Vol. 52 ›› Issue (1): 44-48.doi: 10.11799/ce202001010

• 施工技术 • 上一篇    下一篇

强富水弱胶结含水层下巷道掘进防治水技术

赵宝峰,马莲净,王清虎,曹海东,李盼盼   

  1. 中国煤炭科工集团西安研究院有限公司
  • 收稿日期:2018-12-18 修回日期:2019-04-03 出版日期:2020-01-10 发布日期:2020-05-13
  • 通讯作者: 赵宝峰 E-mail:23098210@qq.com

Water disaster prevention and control technology of tunnel excavation under the water-abundance and weak cementation aquifer

  • Received:2018-12-18 Revised:2019-04-03 Online:2020-01-10 Published:2020-05-13

摘要: 为了解决在强富水弱胶结含水层下巷道掘进过程中所面临的防治水和支护难题,首先采用长距离定向钻探技术对顶板含水层进行富水性探查和顶板水预疏放,针对局部隔水层较薄的区域,采用钻孔和锚杆注浆技术对顶板含水层进行加固、改造,对巷道顶板较为破碎的区域采用U型钢棚加强巷道支护。经过实践验证,掘进巷道采取综合防治水技术后,涌水量显著减小,并且避免了水害和顶板事故的发生。长距离定向钻孔对巷道充水水源的探查和疏放,结合钻孔和锚杆注浆对导水通道的封堵,最后配合U型钢棚加强巷道支护,可以有效保障复杂水文地质条件下巷道掘进的安全。

关键词: 强富水含水层, 弱胶结, 巷道掘进, 长距离定向钻探, 注浆加固

Abstract: In order to solve the problem of water disaster prevention and control, tunnel support during tunnel excavation under the water-abandence and weak cementation aquifer, long distance directional drilling technology was used to prospect the water yield property and drainage the water from aquifer. For the area with thin aquiclude, drilling and anchor bolt grouting was used to the roof aquifer reinforcement and reconstuction. For the area that tunnel roof is broken, U-shape steel shed was used to strengthen tunnel support. Though the practiceal verification, the water flow have significantly reduced after the comprehensive prevention and control technology for tunnel excavation, and the water disaster and roof accident were avoided. The prospecting and drainage of tunnel water filling source with long distance directional drilling, water-conductive channel sealing with drilling and anchor bolt grouting, cooperate with U-shape steel shed and tunnel support with U-shape steel shed can be ensure the safety of tunnel excavation under the complex hydrogeological condition.

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