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近直立煤层双巷掘进冲击机制及降载释能防冲方法

Mechanism of rockburst induced by double-roadway excavation in a steeply inclined coal seam and control methods through stress relief and energy release

  • 摘要: 近直立煤层开采深度持续增大,掘进巷道冲击地压逐渐凸显。本文综合采用现场监测、数值模拟、理论分析相结合的方法,开展了近直立煤层双巷掘进冲击机制及降载释能防冲方法研究。微震监测表明,较单巷掘进时近直立煤层双巷相向或同向掘进,微震事件能量及频次显著增大,双巷掘进存在相互扰动从而增大冲击危险。研究发现,在高水平应力挤压作用下煤层内应力和能量高度集中,巷道掘进位置靠近应力和能量峰值区仅4.2 m,为冲击显现提供了应力和能量基础。两巷相向或同向掘进较单巷掘进时水平应力集中系数增幅较小,约0.03;但巷道掘进活动使煤层释放大量能量形成强动载,当扰动巷道掘进形成的强动载与冲击巷道的高静载叠加并超过冲击强度时,将诱发掘进巷道冲击显现。依据冲击机制提出了掘进巷道降载释能防冲方法,即减少同时掘巷数量或提前破碎待掘煤体释放其积聚能量以弱化动载扰动,破坏巷道侧向煤体以降低水平应力集中,基于此优化了煤层注水预裂及侧向大直径钻孔措施。优化措施实施后,微震事件总频次和日总能量分别降低了30.43%和58.36%,冲击危险显著降低,取得良好防冲成效。

     

    Abstract: With the continuous increase in mining depth of steeply inclined coal seams, rockburst in roadways during excavation have become increasingly prominent. This paper adopts a comprehensive approach combining field monitoring, numerical simulation and theoretical analysis to investigate the rockburst mechanism and the stress relief and energy release rockburst prevention methods for double-roadway excavation in steeply inclined coal seams. Microseismic monitoring shows that, compared with single roadway excavation, the energy and frequency of microseismic events increase significantly during opposite or same direction excavation of two parallel roadways in steeply inclined coal seams. The mutual disturbance between the two roadways during excavation increases the risk of rockburst. It is found that the stress and energy in the coal seam are highly concentrated under the action of high horizontal stress. The excavation roadway is only 4.2 m away from the peak stress and energy zone, which provides the stress and energy basis for the occurrence of rockburst. The increase in horizontal stress concentration coefficient is smaller when two roadways are excavated in opposite directions or in the same direction compared to single roadway excavation, about 0.03. However, roadway excavation induces massive energy release from the coal seam, generating strong dynamic loads. When the strong dynamic load caused by the disturbance of roadway excavation is superimposed with the high static load of the burst prone roadway and exceeds the rockburst strength, a rockburst in the excavation roadway will be induced. According to the rockburst mechanism, a prevention method of stress relief and energy release for excavation roadways is proposed: reducing the number of simultaneous excavations or pre-fracturing the coal body to be excavated in advance to release accumulated energy and weaken dynamic load disturbance, and destroying the lateral coal mass of roadways to reduce horizontal stress concentration. On this basis, measures including coal seam water infusion pre-splitting and lateral large diameter boreholes are optimized and designed. After the implementation of the optimized measures, the total frequency and daily total energy of microseismic events decrease by 30.43% and 58.36% respectively, and the risk of rockburst is significantly reduced, achieving favorable effects in rockburst prevention and control.

     

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