煤炭工程 ›› 2020, Vol. 52 ›› Issue (2): 69-73.doi: 10.11799/ce202002016

• 生产技术 • 上一篇    下一篇

静力定向破岩技术在处理巷道悬顶问题中的研究与应用 

张志伟,谢益盛,张鹏鹏   

  1. 山西安煤矿业设计工程有限公司
  • 收稿日期:2019-07-01 修回日期:2019-09-29 出版日期:2020-02-10 发布日期:2020-05-11
  • 通讯作者: 张志伟 E-mail:1102868667@qq.com

Study and Application of Static Directional Rock Breaking Technology to Deal with Suspended Roof Problem of Roadway

  • Received:2019-07-01 Revised:2019-09-29 Online:2020-02-10 Published:2020-05-11

摘要: 回采工作面端头弧形三角区域顶板悬顶过长的问题,给工作面的安全高效生产带来威胁。目前主要采用预裂爆破的方式解决工作面悬顶问题,但是由于在高瓦斯矿井采空区禁用火工品,使得该方法的使用受到限制,基于此问题,展开静力定向破岩技术解决煤矿端头巷道悬顶过长问题的研究。通过静态破碎剂膨胀力学性能试验,具体对影响破碎剂的膨胀压力的因素进行分析,并确定工业应用中静态破碎机的最佳水灰比应控制在0.2~0.35。基于弹性力学与岩石力学分析多孔加压下岩石的开裂原理,认为增大孔径或缩小孔间距可有效促进裂纹的扩展|根据具体的工程地质条件,结合静态破碎机膨胀力学试验和多孔加压下岩石开裂原理的分析结果,对施工方案进行具体设计,并论述静态破碎剂注浆施工时运用“三管两进一回”原理的具体操作方法及步骤。现场应用结果表明:应用静力破岩技术处理端头巷道的悬顶问题后,端头巷道悬顶长度减小了36%,效果显著,为工作面的安全高效生产提供保障。

关键词: 静力定向破岩, 膨胀压力, 裂纹扩展, 巷道悬顶

Abstract: The problem that the roof of the curved triangular area at the end of the mining face is too long, Threats to the safe and efficient production of the mining face, At present, the problem of roof hanging is mainly solved by means of pre-cracking blasting. Due to the ban of pyrotechnics in the goaf of high gas mines, the use of this method is limited. Based on this problem, the static-oriented rock breaking technology is developed to solve the problem of excessive roof hanging of coal mine head roadway. Through the static fracture agent expansion mechanical properties test, the factors affecting the expansion pressure of the crushing agent are analyzed. Based on the test results, the expansion pressure of the static breaker is mainly affected by the water-cement ratio of the slurry and the borehole diameter, and the expansion pressure of the slurry will gradually increase as the ratio of the water-cement ratio of the slurry decreases and the pore diameter increases. Taking into account the fluidity of the slurry, it is determined that the optimum water-cement ratio of the static crusher in industrial applications should be controlled between 0.2 and 0.35. Based on the elastic mechanics and rock mechanics analysis of the cracking principle of rock under porous pressure, the principal stress surface between the boreholes is the axial plane between the holes, the expansion of the unit crack is related to the magnitude of the expansion pressure, and the point is related to the position of the hole core.. Relatedly, increasing the aperture or reducing the hole pitch can effectively promote the crack propagation; According to the specific engineering geological conditions, combined with the static crusher expansion mechanics test and the analysis results of the rock cracking principle under porous pressure, the concrete design of the construction scheme is carried out, The specific operation methods and steps of using the principle of “three tubes, two inputs and one return” during static grouting construction are discussed. The field application results show that after applying the static rock breaking technology to solve the suspended roof problem of the end roadway, the length of the suspended roof of the end roadway is reduced by 36%, and the effect is significant to ensure the safe and efficient production of the mining face.

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