煤炭工程 ›› 2022, Vol. 54 ›› Issue (5): 45-49.doi: 10.11799/ce202205008

• 生产技术 • 上一篇    下一篇

综放工作面过空巷阻燃PVC混凝土柱支护技术研究及应用#br#
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吕维赟,任卓鑫   

  1. 潞安集团
  • 收稿日期:2022-02-07 修回日期:2022-03-30 出版日期:2022-05-13 发布日期:2022-05-23
  • 通讯作者: 常丽芳 E-mail:25787183@qq.com

Study and application of flame retardant PVC concrete column support technology for abandoned roadway infully-mechanized caving face

  • Received:2022-02-07 Revised:2022-03-30 Online:2022-05-13 Published:2022-05-23

摘要: 为了预防综放工作面过平行和斜交空巷时出现冒顶压架事故,以漳村煤矿采区煤柱回收过空巷群为研究对象,采用FLAC3D对阻燃PVC混凝土柱支护过空巷柱净距进行优化,分析了空巷围岩应力、位移及塑性区分布特征。结果表明:综合考虑安全、成本和施工等因素,阻燃PVC混凝土柱净距为2m时相对较优|随着工作面向空巷不断推进,顶底板移近量先增大后趋于稳定|围岩垂直应力整体呈先增大后减小的趋势。阻燃PVC混凝土柱支护后,空巷围岩塑性区范围显著减小,塑性区主要分布在巷道顶部及靠近工作面一侧|同时,围岩应力向阻燃PVC混凝土柱转移,顶底板移近量显著减小,最大值为129mm,较支护前减小了70%。

关键词: 阻燃PVC混凝土柱, 过空巷群, 空巷支护, 煤柱回收

Abstract: In order to solve the problem of roof fall and frame pressing when the fully mechanized top coal caving face passes through parallel and oblique goafs, taking the goaf group of coal pillar recovery in Zhangcun Coal Mine as the research object, FLAC3D is used to optimize the column spacing of the goaf supported by flame-retardant PVC concrete column, and the distribution characteristics of stress, displacement and plastic zone of the surrounding rock of the goaf are analyzed. The results show that considering the factors of safety, cost and construction, the flame retardant PVC concrete column spacing of 2 m is relatively better; With the continuous advancement of the working face to the roadway, the approach amount of the roof and floor increases first and then tends to be stable; The vertical stress of surrounding rock increases first and then decreases as a whole. After the support of flame retardant PVC concrete column, the plastic area of surrounding rock of empty roadway is significantly reduced, and the plastic area is mainly distributed at the top of roadway and near the working face; At the same time, the surrounding rock stress is transferred to the flame retardant PVC concrete column, and the approach amount of the top and bottom plate is significantly reduced, with the maximum value of 129 mm, which is 70% lower than that before support.

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