煤炭工程 ›› 2025, Vol. 57 ›› Issue (7): 102-109.doi: 10. 11799/ ce202507015

• 生产技术 • 上一篇    下一篇

小纪汗煤矿小煤柱工作面覆岩采动裂隙发育特征及防治水研究

段红飞,李泽鹏,高辉,等   

  1. 1. 华电煤业集团有限公司 小纪汗煤矿,陕西 榆林 719000

    2. 中国矿业大学 矿业工程学院,江苏 徐州 221116

    3. 中国矿业大学 江苏省矿山地震监测工程实验室,江苏 徐州 221116

  • 收稿日期:2024-07-30 修回日期:2024-09-23 出版日期:2025-07-11 发布日期:2025-08-14
  • 通讯作者: 李泽鹏 E-mail:812003647@qq.com

Development characteristics of mining fractures of overlying rock in the narrow coal pillar working face of Xiaojihan Coal Mine and the water hazard control

  • Received:2024-07-30 Revised:2024-09-23 Online:2025-07-11 Published:2025-08-14
  • Contact: li zepeng E-mail:812003647@qq.com

摘要:

小纪汗煤矿回采工作面目前均留设25~30m宽煤柱护巷,导致巷道变形较大且存在煤炭资源浪费严重的现象。为进一步提高煤炭资源回收率,拟留设10m小煤柱护巷,煤柱尺寸减小将面临两个主要问题:工作面长度加长是否会导致导水裂隙带发育高度增加,贯通新的含水层,增大顶板水害风险;10m煤柱作为隔水煤柱能否阻隔上区段采空区积水。针对上述问题,对小煤柱工作面覆岩采动裂隙发育特征及工作面水害展开系统研究。根据导高经验公式和实测结果,明确了工作面裂采比范围为21~27,综合确定导水裂隙带的最大发育高度为117m。结合数值模拟掌握了煤柱宽度、工作面长度、采厚等不同开采参数下,导水裂隙带发育特征。基于ArcGIS平台明确了工作面顶板水害重点防治区域为距工作面切眼1041~2411m及3299~4630m范围。结合顶板水害风险性分区,提出了工作面顶板与上区段采空区水害“探—放”技术方案。

关键词:

小煤柱 , 导水裂隙带 , 风险性分区 , 水害防治 , 数值模拟

Abstract:

In this paper, comprehensive research methods such as laboratory experiments, theoretical analysis, numerical simulation and field measurements are used to systematically study the development characteristics of mining fractures and water hazards in the overlying rock of the small coal pillar working face. According to the empirical formula of the conduction height and the measured results, it is clear that the range of the crack-to-production ratio of the working face is 21~27, and the maximum development height of the water conduction fracture zone is 117 m. Combined with numerical simulation, the characteristics of the saddle-shaped distribution of the water conduction fracture zone in the working face were clarified, and the development characteristics of the water conduction fracture zone under different mining parameters such as coal pillar width, working face length and mining thickness were mastered. Based on the ArcGIS platform, it is clarified that the key prevention and control areas of water hazard on the roof of the working face are 1041 m~2411 m and 3299 m~4630 m away from the cutting eye of the working face. Combined with the risk zoning of roof water hazard, a technical scheme of "exploration-release" of water hazard between the roof of the working face and the goaf of the upper section was proposed. Key words: Narrow coal pillars; water-conduction fracture zone; Risk Zoning; Water Hazard Control

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