煤炭工程 ›› 2020, Vol. 52 ›› Issue (2): 59-63.doi: 10.11799/ce202002014

• 生产技术 • 上一篇    下一篇

大采高工作面近距离双坚硬岩层强矿压控制研究

史久林,郑建伟,张震,樊克松,唐杰兵   

  1. 1. 煤炭科学研究总院 开采研究分院,北京; 天地科技股份有限公司 开采设计事业部,北京
    2. 煤炭科学研究总院 开采研究分院,北京
    3. 天地科技股份有限公司开采设计事业部
    4. 煤炭科学研究总院 开采研究分院; 天地科技股份有限公司 开采设计事业部
    5. 煤炭科学研究总院 开采研究分院;天地科技股份有限公司 开采设计事业部
  • 收稿日期:2019-07-26 修回日期:2019-09-19 出版日期:2020-02-10 发布日期:2020-05-11
  • 通讯作者: 史久林 E-mail:sjlin1210@163.com

Study on Strong Pressure Control of Close Distance Double Hard Strata Overlying Large Mining Height Working Face

  • Received:2019-07-26 Revised:2019-09-19 Online:2020-02-10 Published:2020-05-11
  • Contact: lin jiushi E-mail:sjlin1210@163.com

摘要: 针对大采高上覆近距离双坚硬岩层破断引起大采高工作面强矿压显现问题。以母杜柴登煤矿30201工作面为研究背景,通过对近距离双坚硬顶板岩层破断后的覆岩结构模型进行分析,认为大采高工作面近距离第I坚硬岩层是诱发工作面强矿压显现的关键。借助水力压裂技术处理第I坚硬岩层,控制其形成“悬臂”结构的悬露长度和完整性,不仅能够降低“悬臂梁”失稳时的能量等级,同时改变上位“铰接结构”失稳时动载荷的传力效应,从而达到降低工作面矿压显现强度的目的。采用微震监测技术对卸压效果进行检验,微震系统监测结果显示弱化处理后,工作面的微震能量和频次均大幅降低,表明卸压措施能有效控制工作面强矿压的显现。

关键词: 大采高工作面, 近距离, 双坚硬岩层, 微震监测, 弱化强矿压

Abstract: Abstract: To solve the problem of strong pressure appearing in large mining height working face caused by the close-distance overlying double hard strata are fractured, information about the 30201 working face of Muduchaideng Coal Mine extracted, the structural model of broken strata is analyzed. It shows that the close-distance first hard strata is the key to induce strong pressure in the large mining height working face. Hydraulic fracturing technology applied into the close-distance first hard rock strata, the length and integrality of the "cantilever structure" controlled, the static load grade of working face is reduced, and meanwhile the transmission way of the dynamic load is changed when the upper "articulated structure" is unstable, so as to reduce the degree of the strong pressure appearing in large mining height working face. The microseismic monitoring technology is used to check the effect of pressure relief. The microseismic system monitoring shows that the energy and frequency of microseismic vibration are greatly reduced after the above measures are taken, which indicates that the pressure relief measures are effective in weakening the appearance of strong rock pressure in the working face.

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