煤炭工程 ›› 2021, Vol. 53 ›› Issue (5): 45-50.doi: 10.11799/ce202105009

• 施工技术 • 上一篇    下一篇

顾桥矿顶板水力压裂控制大巷变形技术研究

张瑞1,蔡青旺2,黄炳香3,陈树亮4,金峰3   

  1. 1. 淮南矿业集团煤业分公司顾桥煤矿
    2. 中国矿业大学
    3. 中国矿业大学矿业工程学院
    4. 中国矿业大学 安全学院
  • 收稿日期:2020-06-16 修回日期:2020-09-25 出版日期:2021-05-20 发布日期:2021-05-17
  • 通讯作者: 黄炳香 E-mail:huangbingxiang@163.com

Research on roof hydraulic fracturing control technology of roadway deformation in Guqiao coal mine

  • Received:2020-06-16 Revised:2020-09-25 Online:2021-05-20 Published:2021-05-17
  • Contact: Bingxiang Huang E-mail:huangbingxiang@163.com

摘要: 顾桥煤矿巷道顶板中具有多层关键坚硬岩层,关键岩层传递远场采动应力,致使盘区大巷围岩控制困难|用水力压裂技术切断顶板中的多层关键岩层时,要求精准可控地实现分层致裂,保障施工的有效性和安全性。为此引入成套专用技术装备,在顾桥煤矿北二采区首采工作面开展了顶板水力压裂应力转移保护盘区大巷技术试验。试验结果表明:实时监测的孔口水压力可以反映水力裂缝贯穿目标砂岩层、在其他不同岩性的顶板中扩展的过程,可作为施工过程中的参考。基于孔口压力监测和定点封孔精准致裂,可以有效分层切断顶板关键岩层。分层致裂坚硬顶板后,监测到试验盘区大巷的顶底板及两帮移近量均小于230mm|采动应力得到有效转移,盘区大巷变形得到了有效控制。试验提供了一种精准可控地分层致裂坚硬顶板、保护盘区大巷的工程实例,可为具有类似问题的矿井提供经验参考。

关键词: 水力压裂, 采动应力, 巷道变形, 应力转移, 围岩控制

Abstract: The roof of roadway in Guqiao coal mine contained multiple layers of hard key strata, which transferred remote mining induced stress to make the deformation and failure control of the roadway difficult. When hydraulic fracturing technology was used to cut off those roof with multiple layers of key strata to prevent the stress concentration, it was required to fracture the hard key strata accurately and controllably, so as to ensure the effectiveness and safety of the construction. To check the implementability of controllable fracturing, the professional hydraulic fracturing system for rock and coal were employed to carry out tunnel protection filed experiment based on stress transfer through roof cutting. The experimental results showed that the real-time water pressure monitored near the borehole clearly indicate the hydraulic fractures propagation in different rock layers, and can be used as a reference for safety and effectiveness in the construction process. The roof could be effectively cut off layer by layer basing on real-time signal feedback of water pressure and precise fracturing with targeted point borehole sealing. After experimental construction, the displacements of roof and floor as well as side wall were less than 230 millimeters according to the monitored data. The mining induced stress were effectively transferred away and the deformation of the experimental tunnels were effectively controlled. This experiment provided an engineering example of tunnel protection basing on accuracy fracturing roof with multi-layers key strata, and may be referable for those mines with similar tunnel problems.

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