营兴煤矿围岩地质力学测试与支护方案优化研究

Geomechanical Test of Surrounding Rock and Optimization of Support Scheme in Yingxing Coal Mine

  • 摘要: 为获取营兴煤矿典型区域地质力学参数,深度优化采区巷道支护方案,基于水压致裂法对矿区14瓦斯抽采西翼进风巷进行了地应力测量,采用声波法分析了进风巷和13304工作面运输巷不同深度围岩的波速变化规律,通过内窥法揭露了进风巷和13304工作面运输巷不同深度围岩的结构形态。结果表明:水平应力对14瓦斯抽采西翼进风巷掘进具有较明显的方向性影响;14瓦斯抽采西翼进风巷顶板、左帮和右帮的松动圈大小分别为1.62、1.69和1.50 m,13304工作面运输巷顶板、左帮和右帮的松动圈大小分别为0.94、0.80和1.60 m;结合矿区煤岩体力学特征参数,提出了营兴煤矿13304运输巷顶板采用“锚杆+锚索+钢带+钢筋网”联合支护,巷帮采用“锚杆+钢筋网”联合支护的优化方案,并通过理论计算明确了巷道顶板及两帮的详细支护参数,研究结果可为类似煤矿井工开采围岩控制与支护设计提供参考。

     

    Abstract: To obtain regional geomechanical parameters of the Yingxing coal mine, and to optimize the roadway support design in the mining area, hydraulic fracturing was used to measure the geostress of the west wing intake airway for gas drainage of No. 14 roadway (the 4th roadway in No.1 mining area). At the same time, the acoustic wave method was employed to investigate the variation patterns of wave velocity in the surrounding rock at different depths within the intake drift and the 13304 working face haulage drift. In addition, the structural characteristics of the surrounding rock at various depths were investigated used a borehole camera. The results indicate that horizontal stress exerts a significant directional influence on the excavation of the west wing intake airway for gas drainage of No. 14 roadway. The loosening zones in the roof, left wall, and right wall of the west wing intake airway for gas drainage of No. 14 roadway are measured as 1.62 m, 1.69 m, and 1.50 m, respectively. In the 13304 working face haulage roadway, the loosening zones are 0.94 m, 0.80 m, and 1.60 m, respectively. Based on the mechanical properties of coal and rock in the mining area, an optimized support scheme is proposed for the 13304 haulage roadway. The roof is supported by a combined system of rock bolts, cables, steel belts, and steel mesh, while the roadway walls are reinforced using rock bolts and steel mesh. Detailed support parameters for the roof and sidewalls are determined through theoretical calculations. These findings can serve as a reference for surrounding rock control and support design in similar underground coal mining operations.

     

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