王权, 屠世浩, 袁永, 屠洪盛, 王沉, 冯宇峰. 孤岛综放工作面合理护巷煤柱尺寸确定[J]. 煤矿安全, 2014, 45(1): 36-39.
    引用本文: 王权, 屠世浩, 袁永, 屠洪盛, 王沉, 冯宇峰. 孤岛综放工作面合理护巷煤柱尺寸确定[J]. 煤矿安全, 2014, 45(1): 36-39.
    WANG Quan, TU Shihao, YUAN Yong, TU Hongsheng, WANG Chen, FENG Yufeng. Determination of the Reasonable Chain Pillars Size of Isolated Island Fully-mechanized Caving Face[J]. Safety in Coal Mines, 2014, 45(1): 36-39.
    Citation: WANG Quan, TU Shihao, YUAN Yong, TU Hongsheng, WANG Chen, FENG Yufeng. Determination of the Reasonable Chain Pillars Size of Isolated Island Fully-mechanized Caving Face[J]. Safety in Coal Mines, 2014, 45(1): 36-39.

    孤岛综放工作面合理护巷煤柱尺寸确定

    Determination of the Reasonable Chain Pillars Size of Isolated Island Fully-mechanized Caving Face

    • 摘要: 根据芍药花煤矿4404工作面工程地质条件,采用理论分析,FLAC3D数值模拟和现场实测相结合的方法研究了孤岛综放工作面合理护巷煤柱尺寸,分析了不同宽度护巷煤柱条件下煤柱内弹塑性区发育情况和竖直应力分布规律,结果表明:当煤柱宽度在20~25 m之间时,煤柱中部有足够大的弹性核,可保证煤柱自身及巷道的稳定性;当煤柱宽度大于19 m时,煤柱内竖直应力开始减小,并且呈现出双峰应力分布状态,由此确定4404工作面合理护巷煤柱宽度为20 m。

       

      Abstract: According to the engineering geological conditions of 4404 isolated island fully-mechanized caving face in shaoyaohua Coal Mine, the paper studies the reasonable chain pillar size of isolated island full-mechanized caving face by theoretical analysis method and FLAC3D numerical simulation and field measurement, and analyzes the elastic and plastic zone development situations and the vertical stress distribution laws under the conditions of different chain pillars widths, the results show that there is large enough elastic zone in chain pillar which can guarantee the stability of chain pillars itself and stoping roadway when the chain pillar width is between 20 to 25 m; the vertical stress in coal pillar begin to decrease and presents a double stress state when the coal pillar width is more than 19 m. Combined with observation, the reasonable chain pillar width of 4404 coal face is 20 m.

       

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