煤炭工程 ›› 2023, Vol. 55 ›› Issue (4): 65-70.doi: 10.11799/ce202304012

• 施工技术 • 上一篇    下一篇

综放工作面沿空留巷巷旁充填工艺与矿压监测研究

段计伟   

  1. 晋能控股煤业集团
  • 收稿日期:2022-09-01 修回日期:2022-10-24 出版日期:2023-04-20 发布日期:2023-06-05
  • 通讯作者: 段计伟 E-mail:18603407529@163.com

Analysis on Filling Technology and Mine Pressure Monitoring of Gob-Side Entry Retaining in Fully Mechanized Caving Face

DUAN JIWEI   

  • Received:2022-09-01 Revised:2022-10-24 Online:2023-04-20 Published:2023-06-05
  • Contact: DUAN JIWEI E-mail:18603407529@163.com

摘要: 为解决综放工作面煤柱留设宽度大、上隅角瓦斯超限问题,以野川煤矿3205工作面为研究对象,采用理论分析、数值模拟、现场试验相结合的方法,研究了沿空留巷巷旁充填工艺,建立了沿空巷道矿压监测方案,分析了巷道围岩变形特征与巷旁充填体强度。研究结果表明:充填体参数的最优选择为充填体宽度1.5 m,充填体强度为25 MPa。为了验证沿空留巷运行效果,对留巷段变形量与充填体强度进行监测,设计了相关的测站布置与监测方法,得出了沿空巷道总高最大变形量为0.5 m,总宽最大变形量为0.6 m,巷道运行效果较好,可以满足矿井的应用要求。该研究内容为具备类似采矿地质条件及工程难题的矿井提供了技术借鉴。

关键词: 综放开采, 沿空留巷, 巷旁充填体, 矿压监测, 围岩变形

Abstract: Abstract:The large coal pillar width and gas overrun in the upper corner of fully mechanized caving face have seriously affected the coal mining. In order to solve these two problems, taking No. 3205 working face of Yechuan Coal Mine as the research object, the roadside filling technology of gob-side entry retaining was studied by combining theoretical analysis, numerical simulation and field test. The mine pressure monitoring scheme of gob-side entry retaining was established, and the deformation characteristics of roadway surrounding rock and the strength of roadside filling body were analyzed. The results show that the width of filling body is 1.5m and the strength of filling body is 25MPa, which is the optimal choice of filling body parameters. When the working face advances 300m, the maximum deformation of the total height of the roadway is 0.5m, and the maximum deformation of the total width is 0.6m. At this time, the deformation of the roadway is stable, and the roadway operation effect is good, which can meet the requirements of the mine. This study provides a technical reference for mines with similar mining geological conditions and engineering problems.

中图分类号: