特厚孤岛煤柱巷道煤柱尺寸优化研究

Optimization of coal pillar size in the roadway of extra-thick island coal pillar

  • 摘要: 【目的及方法】孤岛煤柱会遭受来自上覆高位顶板压力转移的影响,导致孤岛煤柱区域承受异常高水平的静载荷集中。针对青磁窑煤矿中特厚孤岛煤柱大巷面临的极高冲击风险问题,采用FLAC3D数值计算软件作为分析工具,探究了不同尺寸的大巷隔离煤柱对周边应力状态的影响。【结果】研究结果表明,大巷隔离煤柱的尺寸应当设定在200 m以上,能有效缓解应力集中现象。在确定最优的煤柱尺寸后,采用爆破卸压技术并结合多种支护手段提出了补强支护方案,以增强大巷的整体承载能力。为验证上述理论分析与工程措施的实际效果,在青磁窑煤矿进行工业性试验。【结论】试验结果表明,爆破卸压与补强支护措施均展现出良好的治理效果,有效保障了工作面末采期间特厚孤岛煤柱大巷的防冲安全。

     

    Abstract: The island coal pillar will suffer from the pressure transfer from the overlying high roof, resulting in an unusually high level of static load concentration in the area of the island coal pillar.Aiming at the extremely high impact risk faced by the extra-thick island coal pillar roadway in Qingciyao Coal Mine, FLAC3D numerical computation software is used as an analytical tool to investigate the influence of different sizes of roadway isolation coal pillars on the surrounding stress state.The results of the study show that the size of the island coal pillar should be set above 200 m, which can effectively alleviate the stress concentration phenomenon.After determining the optimal size of the coal pillar, the blasting pressure relief technology was adopted and combined with a variety of support means to put forward a reinforcing support program to enhance the overall bearing capacity of the roadway.In order to verify the practical effect of the above theoretical analysis and engineering measures, industrial tests were conducted in Qingciyao coal mine.The test results show that the blasting pressure relief and reinforcing support measures demonstrate good management effect, which effectively guarantees the safety of the anti-burst of the main road of the extra-thick island coal pillar during the final mining period of the working face.

     

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