杜涛涛, 陈建强, 蓝航, 杨贵儒. 首采综放工作面坚硬顶板控制与工程实践[J]. 煤矿安全, 2015, 46(12): 140-143.
    引用本文: 杜涛涛, 陈建强, 蓝航, 杨贵儒. 首采综放工作面坚硬顶板控制与工程实践[J]. 煤矿安全, 2015, 46(12): 140-143.
    DU Taotao, CHEN Jianqiang, LAN Hang, YANG Guiru. Hard Roof Control and Engineering Practice for the First Fully Mechanized Caving Face[J]. Safety in Coal Mines, 2015, 46(12): 140-143.
    Citation: DU Taotao, CHEN Jianqiang, LAN Hang, YANG Guiru. Hard Roof Control and Engineering Practice for the First Fully Mechanized Caving Face[J]. Safety in Coal Mines, 2015, 46(12): 140-143.

    首采综放工作面坚硬顶板控制与工程实践

    Hard Roof Control and Engineering Practice for the First Fully Mechanized Caving Face

    • 摘要: 采用支架压力在线监测、微震监测、工作面上隅角瓦斯涌出监测等手段,研究了宽沟煤矿B2煤层首采综放工作面坚硬顶板矿压显现特征及控制问题。结果表明:首采综放工作面初次来压步距达到62.2 m,工作面中上部来压剧烈,下部顶煤冒放性差,采用巷道超前深孔预裂爆破不能有效解决坚硬顶板问题,由此实践了工艺巷深孔预裂爆破弱化坚硬顶板,工艺巷爆破后,围岩活动剧烈程度明显降低,周期来压步距由28 m降低至17.8 m,有效解决了坚硬顶板带来的安全隐患问题。

       

      Abstract: Taking on-line support pressure monitoring, microseismic monitoring, working face top corner gas emission monitoring and other methods, we study roof behavior characteristics and control of B2 coal seam at the first fully mechanized caving face in Kuangou Coal Mine. The results showed that the first weighting interval of the main roof was 62.2 m, and upper part of working face pressure was more severe, coal caving property in the lower part of working face was poor, the lower part of the face by use of the roadway ahead of deep hole presplitting blast can not effectively solve the problem of hard roof, thus the practice of roadway blasting methods craft softening hard roof, after blasting process significantly reduced the intensity of the activities surrounding rock, weighting interval of working face was decreased from 28 m to 17.8 m, it was effective solution to safety problems caused by the hard roof.

       

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