煤炭工程 ›› 2022, Vol. 54 ›› Issue (10): 8-12.doi: 10.11799/ce202210002

• 设计技术 • 上一篇    下一篇

综放工作面区段煤柱宽高比效应及尺寸优化研究

陈兵,高亮,杜正虎   

  1. 1. 陕西小保当矿业有限公司
    2. 陕煤集团神木柠条塔矿业有限公司
    3. 子长县中达焦家沟煤业有限公司
  • 收稿日期:2022-05-07 修回日期:2022-06-14 出版日期:2022-10-14 发布日期:2023-01-06
  • 通讯作者: 陈兵 E-mail:481801572@qq.com

Study on width to height ratio effect and size optimization of coal pillar in fully-mechanized caving mining face

  • Received:2022-05-07 Revised:2022-06-14 Online:2022-10-14 Published:2023-01-06

摘要: 针对综放开采区段煤柱尺寸留设不合理造成的资源损失严重和巷道维护困难等问题,以东川煤矿综放工作面地质条件和开采参数为对象,采用物理模拟、FLAC3D数值计算和理论分析相结合的方法,研究了综放工作面矿压显现规律、不同宽度区段煤柱稳定性及动态应力分布形态,掌握了不同宽高比的区段煤柱变形破坏特征、煤柱极限强度及失稳概率。研究表明:煤柱承受的最大应力和塑性区宽度与区段煤柱宽高比成负相关关系,煤柱弹性核区率与宽高比成正相关关系|当区段煤柱宽度大于18m时,核区率大于65%,煤柱安全系数大于1.1,失稳的概率小于45%,煤柱较稳定|当煤柱宽度小于18m时,核区率小于65%,煤柱安全系数小于1.0,失稳的概率大于60%,煤柱容易失稳。在该矿406工作面进行了实践验证,煤柱帮和开采帮仅有局部片帮现象,巷道变形量较小,保证了现场安全开采。研究结论可为类似开采条件的区段煤柱尺寸设计提供借鉴。

关键词: 综放工作面, 煤柱宽度, 宽高比效应, 极限强度, 安全系数

Abstract: The width of section coal pillar directly affects the stability of coal pillar, the difficulty of roadway maintenance and the recovery rate of working face. Aiming at the problems of resource loss and roadway maintenance caused by unreasonable coal pillar size in fully-mechanized caving mining face, taking the geological conditions and mining parameters of a fully mechanized top coal caving face in a mine in Northern Shaanxi as the research object, using the methods of physical simulation, FLAC3D numerical calculation and theoretical analysis, the ground pressure behavior law of fully-mechanized caving mining face, the stability of coal pillar in different width sections and the distribution form of dynamic stress are studied, The deformation and failure characteristics, ultimate strength and instability probability of section coal pillar with different width height ratio are mastered. The results show that the stability of coal pillar has obvious width height ratio effect, the maximum stress and plastic zone width of coal pillar are negatively correlated with the width height ratio of section coal pillar, and the core area ratio of coal pillar is positively correlated with the width height ratio; When the width of section coal pillar is greater than 18m, the nuclear area rate is greater than 65%, the safety factor of coal pillar is greater than 1.1, the probability of instability is less than 45%, and the coal pillar is relatively stable; When the width of coal pillar is less than 18m, the nuclear area rate is less than 65%, the safety factor of coal pillar is less than 1.0, the probability of coal pillar instability is greater than 60%, and the coal pillar is easy to instability. It has been verified in practice in 406 working face of the mine that there is only local slope phenomenon in coal pillar slope and mining slope, and the roadway deformation is small, which ensures the safe mining of the working face. The size of coal pillar can be used as a reference for the study of similar mining conditions.

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