切顶留巷技术工程应用研究
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西山煤电马兰矿, 山西 古交 030205

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孙俊峰(1991-),男,汉,河南省商丘市人,本科,助理工程师,从事煤炭开采工作。

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TD263

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国债资金水害治理工程(马兰矿中央水泵房改造工程)(ST〖JP9〗C-G〖JP9〗1-17020)


Study on engineering application of gob-side entry retaining technology
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    摘要:

    山西某煤矿125220胶运顺槽实施切顶留巷技术,为研究该技术工程应用问题,对留巷围岩取样进行了力学参数测定实验,采用FLAC3D进行了不同切缝深度、不同切缝角度数值模拟研究。最终确定切缝深度10m,切缝角度10°最佳,切缝孔孔间距0.6m、孔深10m、装药5m、封孔3m、10个孔一组同时爆破。回采推进期间,切顶留巷巷道顶板深部最大位移量176mm、浅部最大位移量78mm,在留巷段使用的单体液压支架产生应力波动,最大值为42MPa,支护措施安全可靠。

    Abstract:

    The gob-side entry retaining technology is adopted for the 125220 belt conveyor entry of a coal mine in Shanxi Province, in order to study the engineering application of the technology, the entry surrounding rock is sampled to carry out a measuring test of mechanical parameters, followed by a FLAC3D based numerical simulation study by different cutting depths and angles. Finally, it is determined that the optimal cutting depth is 10m, the cutting angle is 10°, the spacing of cutting holes is 0.6m, the hole depth is 10m, the charging depth is 5m, the hole sealing is 3m, and a group of 10 holes is blasted at the same time. During the advance of stopping, the maximum displacement of the entry roof in the deep part is 176mm and in the shallow part is 78mm. The single hydraulic support used in the entry retaining section produces stress fluctuation, with the maximum value of 42MPa. The support measures are safe and reliable.

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引用本文

孙俊峰.切顶留巷技术工程应用研究[J].中国矿山工程,2021,50(6):74-78.

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  • 在线发布日期: 2025-12-24
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