煤炭工程 ›› 2015, Vol. 47 ›› Issue (9): 46-48.doi: 10.11799/ce201509016

• 施工技术 • 上一篇    下一篇

复杂条件下综放工作面回风巷支护技术研究

任建喜1,于松波2,张琨3   

  1. 1. 西安科技大学
    2. 西安科技大学 建筑与土木工程学院
    3. 西安科技大学建筑与土木工程学院
  • 收稿日期:2015-05-03 修回日期:2015-05-13 出版日期:2015-09-11 发布日期:2015-10-09
  • 通讯作者: 于松波 E-mail:1054678105@qq.com

Study Support Technology Study for the Ventilation Crossheading at Fully Mechanized Caving Face under Complex Conditions

  • Received:2015-05-03 Revised:2015-05-13 Online:2015-09-11 Published:2015-10-09

摘要: 以陕西彬长矿区深埋厚煤层胡家河矿40203综放工作面回风巷支护工程为依托,分析了该巷道围岩的破坏规律,结果表明该巷道围岩具有变形大、断面非对称破坏及支护困难等特点。以“卸压+加强支护+让压”为支护方案设计原则,提出了40203综放工作面回风巷的新支护方案及现场监测方案。实践表明:新方案实施后回风巷围岩比较稳定,说明新支护方案设计是合理的。

关键词: 深埋, 回风巷, 围岩破坏规律, 现场监测, 支护技术, 厚煤层

Abstract: To solve the problem that the surrounding rock of the tunnel for ventilation roadway in the 40203 fully mechanized caving face of in a deep thick coal seams coal mine in Bingchang Mining Area in Shanxi province was soft and broken. The failure law of the surrounding rock for the tunnel was analyzed. The results showed that the surrounding rock of the tunnel has the characteristics of big deformation and the asymmetrical section and being hard to support, etc. Combining the field actual situation, the new support scheme and the monitoring program in the tunnel for water draining of the fully mechanized caving face were made on the basis of the general principle of the support scheme which contained the pressure relief and the reinforced support and the stilt support. The practice showed that the surrounding rock of the tunnel was steady after the implementation of the new support scheme, which showed that the design of the new support scheme was reasonable. The result will provide important referenced value to the support scheme design of the crossheading of fully-mechanized sublevel caving coal face with thick coal seam in the similar situation.

Key words: deep coal roadway, thick coal seam, failure law of the surrounding rock of the tunnel, on-site monitoring, support technology

中图分类号: