煤炭工程 ›› 2020, Vol. 52 ›› Issue (6): 91-95.doi: 10.11799/ce202006020

• 生产技术 • 上一篇    下一篇

张家峁煤矿水压致裂初次放顶机理和效果分析研究

李正虎,张军辉,陈辉,谭帅杰,温晨,孙晓龙,陈浩   

  1. 1. 陕西煤业化工集团张家峁矿业公司
    2. 新疆大学地质与矿业工程学院
  • 收稿日期:2019-12-20 修回日期:2020-03-04 出版日期:2020-06-15 发布日期:2020-07-23
  • 通讯作者: 张军辉 E-mail:346607017@qq.com

Analysis on the mechanism and effect of initial toppling caused by hydraulic fracturing in Zhangjiamao coal mine

  • Received:2019-12-20 Revised:2020-03-04 Online:2020-06-15 Published:2020-07-23

摘要: 针对张家峁煤矿15209工作面开切眼推进过程中顶板初次垮落困难的问题,通过现场实测、理论分析、三维布孔模型,并结合5-2煤层顶板节理裂隙不发育,工作面煤层不稳定、夹矸多的具体情况,在保证煤壁和两巷顶帮稳定性的同时确定顶板水压致裂方案。为此,采取三维空间优化布孔方式,进行顶板水压致裂并贯通各钻孔之间裂隙进而破碎顶板。根据工作面顶板压力在线监测和煤壁、两帮变形等现场实测数据分析,方案应用效果良好。

关键词: 初次垮落, 水压致裂, 裂隙贯通

Abstract: Abstract: Aiming at the difficulty of roof caving for the first time in the process of cutting advancing 15209 working face of zhangjiamao coal mine, field measurement, theoretical analysis and three dimensional hole model analysis were carried out, combined with the fact that the joints and cracks in the roof of the 5-2 coal seam are not developed, the coal seam on the working face is unstable and sandwiched with gangue, the water pressure cracking scheme of the roof is determined to ensure the stability of the coal wall and the top of the two roadway. For this reason, the roof is cracked by using water pressure to optimize the hole layout in three-dimensional space and through the cracks between the boreholes. According to the on-line monitoring of working face roof pressure and the field measured data analysis of coal wall and two sides deformation, the scheme has a good application effect.

中图分类号: