煤炭工程 ›› 2026, Vol. 58 ›› Issue (7): 45-54.doi: 10.11799/ce202607007

• 施工技术 • 上一篇    下一篇

孤岛工作面强采动巷道稳定性控制技术研究与应用

张泽飞,李 明   

  1. 1. 山西天地王坡煤业有限公司,山西 晋城 048021

    2. 中煤科工开采研究院有限公司,北京 100013

  • 收稿日期:2025-12-08 修回日期:2026-02-09 出版日期:2026-07-15 发布日期:2026-08-03
  • 通讯作者: 李明 E-mail:1847986835@qq.com

Study on a rock cross-cut coal uncovering outburst prevention technology based on blasting-injection weakening and grouting reinforcement#br#

  • Received:2025-12-08 Revised:2026-02-09 Online:2026-07-15 Published:2026-08-03

摘要:

针对王坡煤业3206孤岛工作面巷道在回采期间强采动应力、围岩难以控制的实际工程难题,综合运用工程地质分析、覆岩结构理论、现场测试、数值模拟及现场工业性试验等方法。基于对工作面覆岩结构运动规律的分析,揭示了其围岩变形的核心机理在于高位坚硬顶板的悬臂效应与侧向采空区应力传递的耦合作用;通过现场测试,确定了以区段煤柱上方40m处砂岩交互层为目标的定向长水平孔水力压裂关键层位。数值模拟结果表明:实施区域压裂后, 巷道煤柱侧应力峰值由38MPa显著降低至20MPa;顶板下沉、底鼓及两帮移近量降幅分别达46.7%61.0%49.8%~52.1%;围岩塑性区面积由116.3m2缩小至69m2,缩减40.7%;关键层垂直平均应力由20.8MPa降至16.9MPa,应力分布趋于平缓。现场工程应用监测数据验证了该技术的有效性:工作面周期来压平均步距由17m减小至11.6m,降幅32.2%;平均动载系数由1.75降至1.42;巷道顶板下沉、底鼓及两帮移近量平均降幅分别为58.8%47.9%51.2%,围岩变形速率最大降低87.36%;支架工作阻力分布向低阻区间显著转移。研究表明,通过针对高位关键层实施定向水力压裂以切断侧向应力传递路径,可显著改善高应力孤岛工作面巷道的围岩稳定性。

Abstract:

Aiming at the practical engineering problems of strong mining stress and difficult control of surrounding rock in 3206 island working face roadway of Wangpo Coal Industry during mining, the engineering geological analysis, overburden structure theory, field test, numerical simulation and field industrial test are comprehensively used. Based on the analysis of the movement law of the overlying rock structure of the working face, it is revealed that the core mechanism of the deformation of the surrounding rock is the coupling effect of the cantilever effect of the high hard roof and the stress transfer of the lateral goaf. Through field test, the key horizon of directional long horizontal hole hydraulic fracturing with the target of sandstone interaction layer 40 m above the section coal pillar is determined. The numerical simulation results show that after the implementation of regional fracturing, the peak stress of the coal pillar side of the roadway is significantly reduced from 38 MPa to 20 MPa ; the roof subsidence, floor heave and two-side convergence decreased by 46.7 %, 61.0 % and 49.8 % -52.1 %, respectively. The area of plastic zone of surrounding rock is reduced from 116.3 m2 to 69 m2, which is reduced by 40.7 %. The vertical average stress of the key layer decreased from 20.8 MPa to 16.9 MPa, and the stress distribution tended to be gentle. The field engineering application monitoring data verified the effectiveness of the technology : the average step distance of the periodic weighting of the working face was reduced from 17 m to 11.6 m, a decrease of 32.2 % ; the average dynamic load coefficient is reduced from 1.75 to 1.42. The average reduction of roof subsidence, floor heave and two-side convergence of roadway is 58.8 %, 47.9 % and 51.2 % respectively, and the maximum reduction of surrounding rock deformation rate is 87.36 %. The working resistance distribution of the bracket is significantly transferred to the low resistance range.The research shows that the stability of surrounding rock in the roadway of high stress island working face can be significantly improved by implementing directional hydraulic fracturing for high key strata to cut off the lateral stress transfer path.

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