煤炭工程 ›› 2020, Vol. 52 ›› Issue (12): 85-90.doi: 10.11799/ce202012019

• 研究探讨 • 上一篇    下一篇

大倾角大采高工作面煤矸互层顶板漏冒规律研究

伍永平1,杨文斌1,解盘石2,刘旺海3   

  1. 1. 西安科技大学
    2. 西安科技大学能源学院
    3. 陕西小保当矿业有限公司
  • 收稿日期:2019-11-05 修回日期:2020-01-06 出版日期:2020-12-15 发布日期:2021-02-04
  • 通讯作者: 杨文斌 E-mail:yang1150162377@163.com

Research on roof caving law of interbedded coal gangue roof in fully mechanized coal mining face with steeply dipping coal seam and large mining height

  • Received:2019-11-05 Revised:2020-01-06 Online:2020-12-15 Published:2021-02-04

摘要: 为了保证大倾角大采高综采工作面在煤矸互层顶板下的安全高效开采,解决工作面频繁发生顶板漏冒的问题。采用物理相似模拟实验与理论分析等方法对大倾角大采高工作面煤矸互层顶板应力分布与演化规律、破坏与漏冒特征进行研究。结果表明:工作面回采时,煤矸互层顶板受压在支架顶梁上方断裂|移架过程中煤矸互层出现离层、台阶下沉等现象,支架支护阻力急剧增大,断裂煤矸层因支架反复支撑作用而挤压破碎|当支架支护作用削弱时,支承应力向工作面前方煤体转移,工作面前方支承压力逐渐增大、应力集中,导致煤矸互层顶板超前断裂、煤壁片帮,破碎煤岩体从支架前方沿煤壁片帮处漏冒。通过理论分析,发现煤矸互层漏冒前,工作面顶板剧烈下沉,提出以控制顶板下沉量的方式来预防煤矸互层架前漏冒,具体防治措施为:带压移架、提高支架支护初撑力、提高煤壁稳定性。

关键词: 大倾角煤层, 大采高工作面, 煤矸互层, 工作面顶板, 冒顶事故, 矿压显现

Abstract: In order to ensure the safe and efficient mining of fully mechanized coal mining face with steeply dipping coal seam and large mining height under the coal gangue interbedded roof, the frequent roof caving disaster in working face is one of the key problems to be solved urgently. The research method of physical similarity simulation experiment and theoretical analysis is used to analyze the stress distribution, evolution rule, failure and leakage characteristics of the coal gangue interbedded roof in the face with steeply dipping coal seam and large mining height.The results show that the roof of the coal gangue interbedded is compressed and fractured above the top beam of the support. During the moving support process, the separation layer and the step sink. The support resistance of the support increases sharply. The fractured coal gangue layer is squeezed and broken due to the repeated support of the support. The support stress is transmitted to the coal body in front of the work. The support resistance decreases gradually, and the support pressure in front of the work face overlaps and increases.the stress concentration causes the roof of the coal gangue interbedded to break in advance and rib spalling. The broken coal rock mass leaks from the front of the support along the coal wall.Through theoretical calculation, the maximum subsidence of the roof before the leakage of the coal gangue interbedded is 1340mm, and the simulation experiment result is 1500mm. The specific measures are: moving the frame with pressure, improving the initial support force of the support, and improving the stability of the coal wall.

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