煤炭工程 ›› 2017, Vol. 49 ›› Issue (9): 110-113.doi: 10.11799/ce201709029

• 研究探讨 • 上一篇    下一篇

煤矿顶板采动破坏高度模拟与实测技术研究

赵春波,赵志刚   

  1. 山东科技大学
  • 收稿日期:2017-03-01 修回日期:2017-05-29 出版日期:2017-09-25 发布日期:2018-04-18
  • 通讯作者: 赵春波 E-mail:1441814812@qq.com

STUDY ON SIMULATION AND FIELD MEASUREMENT TECHNOLOGY OF COAL ROOF MINING FAILURE ZONE

chunbo chunbozhao   

  • Received:2017-03-01 Revised:2017-05-29 Online:2017-09-25 Published:2018-04-18
  • Contact: chunbo chunbozhao E-mail:1441814812@qq.com

摘要: 针对工作面开采后顶板采动破坏带探测难题,为了掌握开采引起的顶板岩层裂隙发育高度,确保含水层下煤层安全开采,先采用经验公式预计、FLAC3D数值模拟等方法,对阳城煤矿实际工作面顶板采动裂隙发育高度进行计算和模拟,再运用“钻孔双端封堵测漏装置”进行现场实测,对经验公式预计和数值模拟结果进行验证,并使三者结果进行相互比对。研究表明:①顶板采动破坏带发育高度的理论公式预计值为41.3m,数值模拟结果为33.92m,现场实测结果为37.67m|数值模拟结果与现场实测所得结果基本接近,而经验公式预计的结果偏于保守,综合考虑,确定该工作面顶板岩体采动最大破坏高度为37.67m|②随着工作面推进,顶板塑性区不断增大,当工作面推进至90m时,顶板岩体裂隙发育高度已经达至上限值33.92m,此后不再增加,塑性区最大高度呈一条与煤层顶部近似平行的直线,且顶板塑性区变化与最大主应力的变化趋势一致|③从煤层倾向切面来看,顶板塑性区发育高度形状近似成“马鞍形”,这与实际相吻合。综上所述,该煤矿顶板采动破坏高度模拟与实测结果,可指导煤矿安全生产,并为矿井防治水提供重要的科学依据,具有重要的实用价值。

关键词: 顶板采动破坏带, FLAC3D, 经验公式, 钻孔双端测漏装置, 现场实测

Abstract: Aiming at the field measurement problem of roof mining failure zone after mining, in order to master the height of fractured zone in roof strata caused by underground mining and ensure the safe mining above the water-bearing stratum. In this paper, the method of the empirical formula prediction and FLAC3D numerical simulation was adopted to study the height of the roof mining fractured zone in a coal, and then the system of double ends borehole plugging device in measuring leakage was applied to the measurement to verify the results of the empirical formula prediction and the numerical simulation, and the three results were compared with each other. The research shows that :(1) the theoretical formula estimated value of the height of coal roof mining failure zone is 41.3m , the result of the numerical simulation is 33.92m,and the result of field measurement is 37.67m . The result of the numerical simulation is basically close to that of the field measurement. However, the result of the empirical formula is expected to be conservative. After comprehensive consideration, the roof strata maximum fractured failure height of the working face is 37.67m; (2) With the advancing of the working face, the plastic zone of the roof strata is still increasing. When the working face reaches 90m, the development height of the roof strata fracture reaches the maximum value of 33.92m, and the height is no longer increased. Its shape is a straight line which is approximately parallel to the top of coal seam , and the change trend of the roof plastic zone is consistent with that of the maximum principal stress; (3) from the section of coal seam tendency, the shape of the roof plastic zone is approximate to the saddle shape, which is consistent with the actual situation. In summary, the results of simulation and field measurement of coal roof mining failure zone can guide the coal mine safety production, and provides an important scientific basis for the prevention and control of mine water, and has important practical value.

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