煤炭工程 ›› 2024, Vol. 56 ›› Issue (5): 75-83.doi: 10.11799/ce202405012

• 生产技术 • 上一篇    下一篇

厚松散层薄基岩下分层开采覆岩破坏高度研究

王文卫,芦晓伟,丁坤朋,王 文   

  1. 1. 焦作煤业集团赵固(新乡)能源有限责任公司,河南 新乡 453000

    2. 中国矿业大学 安全工程学院,江苏 徐州 221116

    3. 河南理工产业技术研究院有限公司,河南 焦作 454000

    4. 河南理工大学 能源科学与工程学院,河南 焦作 454000

  • 收稿日期:2023-10-20 修回日期:2024-02-23 出版日期:2023-05-20 发布日期:2025-01-03
  • 通讯作者: 丁坤朋 E-mail:514270212@qq.com

Failure height of overlying strata in lower slice mining under thick alluvium and thin bedrock#br#

  • Received:2023-10-20 Revised:2024-02-23 Online:2023-05-20 Published:2025-01-03
  • Contact: ding kunpeng ding kunpengding kunpeng E-mail:514270212@qq.com

摘要:

以赵固一矿厚松散层薄基岩下分层工作面为研究对象,采用理论分析、数值模拟研究、钻孔冲洗液漏失量观测及钻孔窥视方法对采后覆岩破坏高度进行研究,研究表明:采用经验公式计算得到下分层工作面采后,顶板垮落带发育高度为6.93 ~ 27.72m,导水裂缝带发育高度为22.17~71.73m;数值模拟结果表明下分层采高2.5m、累计采高6m时,最大垮采比为2.61,而累计采厚小于6m、基岩厚度不小于30m、黏土层厚度大于5m时可认为黏土层厚度能够阻隔导水裂缝带向上发育;采用现场实测方法得到累计采厚5.8m处,垮落带15.26m,垮采比为2.62,导水裂缝带55.59m,裂采比为9.58。东一盘区下分层工作面后开采覆岩破坏高度的规律,可以为该矿下分层工作面时确定防水、防砂安全煤(岩)柱厚度提供理论依据。

关键词: 厚松散层, 薄基岩, 垮落带, 导水裂隙带, 下分层

Abstract:

In order to study the failure height of overlying strata after mining in the lower layer working face under thick alluvium and thin bedrock in Zhaogu No.1 Mine, theoretical analysis, numerical simulation, borehole flushing fluid leakage observation and borehole peeping method were used. The research shows that the development height of falling zone is 6.93 ~ 27.72 m and the development height of water-conducting fracture zone is 22.17 ~ 71.73 m after mining of lower layer working face calculated by empirical formula. The numerical simulation results show that when the mining height of the lower layer is 2.5m and the cumulative mining height is 6m, the maximum ratio of caving to mining is 2.61. When the cumulative mining thickness is less than 6m and the bedrock thickness is not less than 30m, and the clay layer thickness is greater than 5m, it can be considered that the clay layer thickness can block the upward development of the water-conducting fracture zone. Using the field measurement method, the falling zone is 15.26 m, the ratio of caving to mining is 2.62, the water-conducting fracture zone is 55.59 m, and the fracture ratio is 9.58 in the cumulative mining thickness is 5.8 m. The law of the failure height of the overlying strata after the mining of the lower layer working face can provide a theoretical basis for determining the thickness of safety coal ( rock ) pillar of waterproof and sand control in the lower layer working face.

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