煤炭工程 ›› 2015, Vol. 47 ›› Issue (8): 50-54.doi: 10.11799/ce201508018

• 施工技术 • 上一篇    下一篇

深井软岩破坏巷道锚注修复加固技术

范育青   

  1. 贵州工程应用技术学院 矿业工程学院
  • 收稿日期:2014-12-09 修回日期:2015-01-05 出版日期:2015-08-12 发布日期:2015-08-19
  • 通讯作者: 范育青 E-mail:yqfan800527@126.com

Bolt- grouting Repairing Reinforcement Technology and Parameters of Deep Soft Rock Failed Roadway

  • Received:2014-12-09 Revised:2015-01-05 Online:2015-08-12 Published:2015-08-19

摘要: 随着煤矿开采深度的增加,深井软岩巷道围岩变形控制变得异常困难,破坏后巷道的修复问题日趋严重。针对阳城煤矿南翼软岩大巷严重变形破坏控制难题,通过现场调研和钻孔电视探测分析,揭示了巷道围岩的破坏特征,基于锚注支护原理,提出了“全断面高强预应力锚杆主动支护+全断面注浆管和长注浆锚索注浆加固+底板超挖锚注回填控制底鼓”的修复加固方案,并设计了合理的支护参数及工艺。现场应用观测结果表明:该修复方案能较好的控制围岩变形,保证巷道长期稳定,具有在类似破坏巷道修复工程中推广应用的价值。

关键词: 深井, 软岩, 破坏围岩, 修复加固, 锚注修复加固技术

Abstract: With the increasing of mining depth in our country, the deformation control of deep soft rock roadway has become extremely difficult, and the repairing reinforcement problem of soft rock failed roadway is becoming increasingly serious. Aiming at the control problem that serious deformation and failure of the south soft rock roadway in Yangcheng coal mine, the characters of surrounding rock was revealed by field investigation and drilling TV detection in this paper. Based on the principle of bolting and grouting support, the bolt- grouting repairing reinforcement technology that high strength prestressed bolt active support around all the cross section, grouting pipe and long grouting anchor reinforcement, and backfill the overbreak floor base bolt- grouting support was raised. In addition, the support parameters and technology was designed reasonably. Finally practical engineering showed that this repairing reinforcement technology could control the surrounding rock deformation and failure effectively and ensured long-term stability of roadway. This repairing reinforcement technology can be popularized in similar failed roadway repairing project.

Key words: deep, soft rock failed roadway, repairing reinforcement, bolting and grouting

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