多巷交叉区域坚硬顶板冲击地压防治技术研究

Research on Rock Burst Prevention and Control Technology of Hard Roof in Multi-roadway Intersection Area

  • 摘要: 为解决高煤公司11350上孤岛工作面多巷交叉区域的坚硬顶板冲击地压问题,通过应力监测和数值模拟发现该区域应力集中明显,垂直应力达−2.386 7×107 Pa,水平应力达−3.789 4×107 Pa,应力集中系数为2.8~3.5。利用微震监测和钻孔电视观测,系统研究了坚硬顶板的破断规律,揭示其“初始裂隙萌生-裂隙扩展汇聚-贯通破坏”的三阶段演化机制。提出了“以隔制冲”与“以强控冲”结合的防治技术,开发了“刚-柔协同、分级让压”的支护系统,包括U36型钢让压支架和TDM液压让压锚杆,最大让压量达450 mm,并建立了灾害监测预警体系。实践证明,该技术使围岩变形速率降低76.96%,高能量事件频次减少72.04%,显著提升了多巷交叉区域的安全性,为深部煤矿冲击地压防治提供了新思路。

     

    Abstract: To solve the problem of hard roof rock burst in the multi-roadway intersection area of the 11350 upper isolated island working face of Gaomei Company, through stress monitoring and numerical simulation, it is found that the stress concentration in this area is obvious, with vertical stress reaching −2.386 7×107 Pa and horizontal stress reaching −3.789 4×107 Pa, and the coefficient of stress concentration is 2.8-3.5. The fracture law of hard roof is systematically studied by utilizing microseismic monitoring and borehole television observation, its three-stage evolution mechanism of "initial fissure initiation-fissure propagation and convergence-breakthrough failure" is revealed. A prevention and control technology combining "interval control flushing" and "strong control flushing" is proposed, and a support system with "rigid-flexible coordination and graded yielding" is developed, including U36 type steel yielding bracket and TDM hydraulic yielding anchor rod, with a maximum yielding capacity of 450 mm, and a disaster monitoring and early warning system is established. The practice proves that this technology decreases the deformation rate of surrounding rock by 76.96%, reduces the frequency of high-energy events by 72.04%, significantly improves the safety of multi-roadway intersection areas and provides new ideas for rock burst prevention and control in deep coal mines.

     

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