煤炭工程 ›› 2020, Vol. 52 ›› Issue (2): 42-45.doi: 10.11799/ce202002010

• 施工技术 • 上一篇    下一篇

原巷充填无煤柱掘巷技术的应用研究

胡乐天,王民廷   

  1. 中煤科工集团重庆研究院有限公司
  • 收稿日期:2019-01-24 修回日期:2019-05-07 出版日期:2020-02-10 发布日期:2020-05-11
  • 通讯作者: 胡乐天 E-mail:164139913@qq.com

The Case of Original Roadway Filling No Pillar Excavation

  • Received:2019-01-24 Revised:2019-05-07 Online:2020-02-10 Published:2020-05-11

摘要: 以新庄孜煤矿62310回风巷为工程背景,介绍了原巷充填材料的选取和充填工艺流程,采用理论分析的方法分析了无煤柱掘巷的围岩控制方法,采用高强度锚杆、锚索、中空注浆锚索和钢筋网联合支护,选择合理的充填墙体强度和宽度,有效的控制了无煤柱掘巷的围岩变形和顶板离层。采用现场实测的方法,在1400m的掘巷中布点进行实测,实测数据为:巷道顶板变形量在30~50mm之间,顶板离层量小于20mm,巷帮变形量在40~50mm之间,观测数据表明巷道支护效果良好,巷道围岩变形得到有效控制。

关键词: 原巷充填, 充填体, 无煤柱掘巷, 围岩控制

Abstract: Based on the engineering background of 62310 return air alley in Xinzhuangzi Coal Mine, this paper introduces the selection and filling process of original road filling materials. The theoretical analysis method analyzes the surrounding rock control of no coal pillar tunneling, using high-strength anchors and anchor cables. The combined support of hollow grouting anchor cable and steel mesh, select reasonable filling wall strength and width, effectively control the surrounding rock deformation and roof separation layer without coal pillar roadway. Using the field measurement method, the actual measurement is carried out in the 1400 m roadway, and the deformation of the roadway roof is between 30 mm and 50 mm, the roof separation is less than 20 mm, and the deformation of the roadway is 40 mm to 50 mm. Between the observations, the roadway support effect is good, and the surrounding rock deformation of the roadway is effectively controlled.

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