煤炭工程 ›› 2018, Vol. 50 ›› Issue (2): 91-94.doi: 10.11799/ce201802025

• 研究探讨 • 上一篇    下一篇

综放大断面煤巷顶板支护结构失效分析与控制研究

李柱,谢锋   

  1. 重庆水利电力职业技术学院
  • 收稿日期:2017-08-31 修回日期:2017-09-11 出版日期:2018-02-20 发布日期:2018-04-23
  • 通讯作者: 李柱 E-mail:tbp150101013@student.cumtb.edu.cn

Failure analysis and control research of roof support structure in fully enlarged coal roadway

  • Received:2017-08-31 Revised:2017-09-11 Online:2018-02-20 Published:2018-04-23

摘要: 综放大断面巷道顶板松软破碎,容易出现离层膨胀,导致锚索拉断,破坏支护体结构,从而引发冒顶事故。以20322综放工作面区段运输平巷顶板掘进期间大面积垮冒为研究背景,通过对巷道冒顶前矿压现象分析得出了顶板结构失稳的主要原因是地质体破碎和锚索参数不合理,并提出了通过调整锚索支护参数增强顶支护结构的完整性和抵抗强度来控制松软厚煤顶的支护理念,在工业性实践中取得了良好的效果。

关键词: 大跨度, 厚煤顶, 锚索拉断, 顶板失稳

Abstract: The roof of large span roadway in thick coal was soft and broken and the separation of expansion was easily happened in this roof. These features can easily led to the broken of anchor ropes and the destruction of support structure, and caused the roof fall accident. The large area roof fall of 20322 haulageway during roadway excavation was chosen as the research background. The paper analysised the pressure phenomenon before the roadway roof-fall accident and concluded that the main reasons for the instability of the roof structure were the fractured surrounding rock and the unreasonable parameters of anchor cables. The supporting idea of enhance the integrity and strength of the roof support structure through the adjustment of the anchor cable supporting parameters to control the soft thick coal roof was proposed and good results have been achieved in the practice of the industry.

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