煤炭工程 ›› 2025, Vol. 57 ›› Issue (4): 65-74.doi: 10. 11799/ ce202504010

• 生产技术 • 上一篇    下一篇

孤岛面终采线长水平孔卸压保护大巷技术研究及应用

孙永新   

  1. 山西天地王坡煤业有限公司
  • 收稿日期:2024-06-24 修回日期:2024-08-22 出版日期:2025-04-10 发布日期:2025-05-28
  • 通讯作者: 孙永新 E-mail:759397507@qq.com

Pressure relief by long horizontal borehole hydraulic fracturing for roadway protection at isolated face stopping line

SUN yongxin   

  • Received:2024-06-24 Revised:2024-08-22 Online:2025-04-10 Published:2025-05-28
  • Contact: SUN yongxin E-mail:759397507@qq.com

摘要:

针对王坡煤矿集中大巷受两翼工作面反复采动影响变形破坏问题,通过深入分析采动影响下大巷变形破坏特征及其影响因素,提出了长水平孔水力卸压保护大巷的原理与方法,并于王坡矿3203孤岛工作面终采线进行现场应用。研究发现,受两翼工作面反复采动影响,现有煤柱尺寸无法有效避开扰动、被动支护方式无法阻止大巷持续流变。通过在工作面末采前施工长水平孔并进行区域水力压裂制造人为弱化带,能有效降低顶板岩层的应力传递,减少动载扰动对大巷的影响。现场试验结果表明,该技术可显著降低巷道变形速度和变形量,集中辅运巷最大顶板下沉量30mm,底鼓100mm,两帮移近80mm,围岩变形大大减小,应力水平降低25%左右,提高了大巷围岩的稳定性,减少了维护次数,对保障矿井的安全高效生产具有重要意义。研究应用成果可为类似条件下的煤矿大巷变形控制提供参考。

关键词:

孤岛工作面 , 两翼采动 , 大巷变形 , 终采线卸压 , 长水平孔

Abstract:

Addressing the problem of roadway deformation during the final mining stage of isolated working faces at Wangpo Coal Mine, this study delves into the characteristics of roadway deformation and its influencing factors under the impact of mining activities. It introduces the principle and method of utilizing long horizontal drilling hydraulic pressure relief to protect the roadways. Field application was conducted on the 3203 isolated working face stop line at Wangpo Mine. The research discovered that significant deformation rates were evident when roadways were affected by the mining stresses from both flanks working faces, with deformation continually increasing due mainly to the repeated mining activities from both flanks. By conducting long horizontal drilling and regional hydraulic fracturing before the final mining stage to create an artificial weak zone, the method effectively reduces the stress transmission of the overlying rock strata and minimizes the dynamic disturbance impacts on the roadways. Field trial results demonstrate that this pressure relief protection technique significantly decreases the speed and amount of roadway deformation. Within one year, the maximum subsidence in the centralized auxiliary transportation roadway was 30mm, with a heave of 100mm, and convergence of two ribs at 80mm. The surrounding rock deformation was greatly reduced and the stress level lowered by approximately 25%, thereby enhancing the stability of the roadway's surrounding rocks and reducing the frequency of maintenance. This could have significant implications for ensuring the safe and efficient production of the mine. The findings offer a scientific foundation and technical support for controlling similar roadway deformations in coal mines.

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