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刘银志, 吕有厂, 王英伟. 深井采动巷道围岩应力分布及瓦斯流动规律研究[J]. 煤炭科学技术, 2016, (6).
引用本文: 刘银志, 吕有厂, 王英伟. 深井采动巷道围岩应力分布及瓦斯流动规律研究[J]. 煤炭科学技术, 2016, (6).
Liu Yinzhi Lyu YouchangWang Yingwei, . Study on surrounding rock stress distribution and gas flow law of mining roadway in deep mine[J]. COAL SCIENCE AND TECHNOLOGY, 2016, (6).
Citation: Liu Yinzhi Lyu YouchangWang Yingwei, . Study on surrounding rock stress distribution and gas flow law of mining roadway in deep mine[J]. COAL SCIENCE AND TECHNOLOGY, 2016, (6).

深井采动巷道围岩应力分布及瓦斯流动规律研究

Study on surrounding rock stress distribution and gas flow law of mining roadway in deep mine

  • 摘要: 为了掌握深井掘进巷道围岩应力分布规律,结合现场监测、实验室测试和数值分析的研究方法,系统研究了低位巷与煤巷的时间、空间关系以及采动影响下煤岩体内裂隙发育特征,揭示了应力场、裂隙场演化规律与瓦斯流动规律。现场监测表明,随着工作面的推进,煤岩体裂隙网络的分布区域逐渐向开采方向和上覆岩层方向发展,应力扰动同时引起了瓦斯流量出现正弦曲线式的起伏波动,围岩支承压力逐渐增加,因此在离工作面25 m以内时要加密钻取瓦斯抽采钻孔形成瓦斯抽采钻孔群,对煤层瓦斯进行抽采,以降低瓦斯压力减小突出危险;在距离工作面60 m处,需要采用有效的支护结构对围岩进行支护,以保证围岩的稳定性。

     

    Abstract: in order to master the stress distribution status and statiliy of the surounding rock along the mine heading roadway in the deep mine, in combination with the ste monitoring and measurement.the lab est and the numeical analysis study method.the time and spacereation between the low level gateway as well as the orack development features of the coal and rock mass under the mining infutences were system aticly tudied.The field moniormgresuts s howed that with the cal mning face pushing forwar.the crack netwrkdistribution region of the cal nd rock mass would steadiy be developed to the mining drection and the overburden sratadirection. The stress disturbances would cause the gas fiow in a sinusoial type fucuation and the suppor pressure of th surounding rock would be steadly increased . Therefore, within adistance of 25 m to the cal mining face,the drlling for the gas drainage boreholes should be enhanced toform a gas drainage borehole group. Tne gas drainage from the seam was conducted to reduce the gas pressure and reduce thegas utburst dange. At th distance of 60 m to the coal mining fac,h efe ctve support structure should be applied to the support of the surrounding rock in order to ensure the stability of the surrounding rock.

     

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