煤炭工程 ›› 2024, Vol. 56 ›› Issue (7): 120-126.doi: 10.11799/ce202407019

• 研究探讨 • 上一篇    下一篇

深部冲击地压巷道爆破卸压对支护系统损伤试验研究

张红卫   

  1. 1. 开采研究院
    2. 天地科技股份有限公司
  • 收稿日期:2023-11-11 修回日期:2024-02-20 出版日期:2024-07-20 发布日期:2024-07-20
  • 通讯作者: 付玉凯 E-mail:543913570@qq.com

Experimental study on the damage of blasting and pressure relief in the roadway of impact ground pressure on the support system

  • Received:2023-11-11 Revised:2024-02-20 Online:2024-07-20 Published:2024-07-20

摘要: 为了确保冲击地压矿井安全高效生产,采用锚索支护与钻孔爆破卸压方式确保巷道围岩安全稳定性,以胡家河矿402101工作面为背景,利用现场试验的研究方法,分析了爆破卸压对锚索锚固力及工作阻力、围岩结构损伤等。研究结果表明:锚索锚固力的失效与爆破卸压孔相对位置关联性较小,预紧力在爆破卸压前后损失值具有一致性,基本在40%~50%之间;爆破卸压前后,锚索工作阻力基本不变,分别为101.6 kN和99.4 kN,但对围岩结构完整性具有一定影响,结构劣化区域与爆破卸压孔具有一定关联性,为后续爆破卸压优化提供参考。

关键词: 冲击地压, 卸压, 锚固力, 锚索工作阻力, 围岩结构

Abstract: In order to ensure the safe and efficient production of the rock burst mine, the anchor cable support and borehole blasting are adopted to ensure the safety and stability of the surrounding rock of the roadway. The paper is based on the 402102 working face of Hujiahe mine, the Anchorage Force, working resistance and damage of surrounding rock structure are analyzed by numerical simulation and field test. The results show that the failure of anchoring force has little relation with the relative position of the pressure relief hole, and the loss of pre-tightening force is consistent between before and after the pressure relief, basically between 40% and 50% , the working resistance of the cable is basically unchanged, which is 101.6 kn and 99.4 kn respectively, but it has some influence on the structural integrity of the surrounding rock, and there is a certain relationship between the structural deterioration area and the blasting pressure relief hole, it can provide reference for the optimization of pressure relief of subsequent blasting.

中图分类号: