煤炭工程 ›› 2020, Vol. 52 ›› Issue (7): 112-116.doi: 10.11799/ce202007025

• 研究探讨 • 上一篇    下一篇

深井不等宽断层煤柱诱发冲击地压机理研究

杨伟利   

  1. 中原工学院
  • 收稿日期:2020-04-15 修回日期:2020-05-01 出版日期:2020-07-15 发布日期:2020-08-21
  • 通讯作者: 杨伟利 E-mail:yangwl66@163.com

Study on the mechanism of induction of the impact ground pressure by fault coal pillars with different widths in deep Well

杨 伟利   

  • Received:2020-04-15 Revised:2020-05-01 Online:2020-07-15 Published:2020-08-21
  • Contact: 杨 伟利 E-mail:yangwl66@163.com

摘要: 以采深超千米且存在不等宽断层煤柱工作面为工程背景,分析了断层构造应力和临断层采动工作面上覆岩层运移对冲击地压的影响,进而研究了不等宽断层煤柱诱冲机理。研究表明,断层构造应力和煤层上方悬露覆岩应力叠加超过不等宽断层煤柱综合强度导致了冲击地压发生。通过构建断层构造应力模型、悬露覆岩载荷模型和不等宽断层煤柱承载模型,推导了不等宽断层煤柱能否发生冲击的力学判别式,可用于断层煤柱区域冲击危险区的精确划分,为提前采取针对措施提供依据。研究成果经现场实践,实现了工作面安全开采。

关键词: 采动工作面, 断层煤柱, 冲击地压, 冲击危险区

Abstract: With the engineering background of working face of a mine whose mining depth is more than 1,000 meters and in which fault coal pillars with different widths exist, the tectonic stress of faults and the influence of migration of coal pillars and overlying rocks of the mining working face adjacent to the fault on the impact ground pressure were analyzed, so as to study the mechanism of induction of the impact ground pressure by fault coal pillars with different widths. The study showed that the reason of the impact ground pressure was that the tectonic stress of faults and the stress of hanging overlying rocks above the coal seam exceeded the synthetical strength of fault coal pillars with different widths. By constructing the tectonic stress model of faults, the load model of hanging overlying rocks and the bearing model of fault coal pillars with different widths, the mechanical discriminant showing whether fault coal pillars with different widths could have impact was deduced, which could be used to accurately define the impact hazard area in the fault coal pillar area and provide basis for the taking of targeted measures in advance. The field practice has been made on the research achievements and the safe mining of the working face has been realized.

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