煤炭工程 ›› 2023, Vol. 55 ›› Issue (2): 38-44.doi: 10.11799/ce202302008

• 施工技术 • 上一篇    下一篇

综放工作面软底沿空留巷围岩控制技术研究

宋旭斌1,台连海2   

  1. 1. 潞安集团古城煤矿建设管理处
    2. 中国矿业大学
  • 收稿日期:2022-08-22 修回日期:2022-09-27 出版日期:2023-02-20 发布日期:2023-03-27
  • 通讯作者: 台连海 E-mail:1564950712@qq.com

Research on Surrounding Rock Control Technology of Soft-bottom Gob-side Entry Retaining in Fully Mechanized Caving Face

  • Received:2022-08-22 Revised:2022-09-27 Online:2023-02-20 Published:2023-03-27

摘要: 针对综放工作面软底沿空留巷变形严重的难题,以古城煤矿S1303辅助进风巷为研究对象,采用现场调研、数值模拟和现场试验等方法,分析了综放工作面软底沿空留巷变形异常特征,模拟研究长综放工作面软底沿空留巷应力变化规律。模拟结果发现:距实体煤约7.5m处存在应力峰值,以此确定分段扩孔技术有关参数|根据巷道围岩整体变形呈现明显非对称性特点,并提出“控顶-限帮-让底”为核心思路的围岩分区协同控制技术|通过工业性试验结果,认为该技术的支护效果较好,提高了沿空留巷的整体稳定性,可实现对软弱煤层底板的高效处理,对类似条件软底沿空留巷具有一定借鉴意义。

关键词: 综放工作面, 沿空留巷, 围岩控制, 软岩巷道, 分段扩孔, 柔模墙体

Abstract: According to the serious deformation problem of soft bottom gob-side entry retaining in the fully mechanized caving face, taking the S1303 auxiliary air intake trough in Gucheng Coal Mine as the research object, and using the methods of on-site investigation, numerical simulation and field test, the paper analyzes the soft bottom edge of the fully mechanized caving face. The abnormal deformation characteristics of gob-side entry retention are studied, and the stress change law of soft-bottom gob-side entry retention in long-mechanized caving face is simulated and studied. The simulation results show that there is a stress peak at about 7.5m away from the solid coal, so as to determine the relevant parameters of the segmented hole reaming technology; And put forward the coordinated control technology of surrounding rock zone with the core idea of "controlling the top - limiting the help - letting the bottom" as the core idea; through the industrial test results, it is believed that this technology has a better supporting effect, improves the overall stability of the gob-side entry retaining, and can achieve efficient treatment of weak coal seam floors. Gob-side entry retaining with soft bottom under similar conditions has certain reference significance.

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