煤炭工程 ›› 2021, Vol. 53 ›› Issue (11): 42-47.doi: 10. 11799/ ce202111009

• 施工技术 • 上一篇    下一篇

近距离厚煤层上行开采巷道布置及支护技术研究

侯树宏   

  1. 国家能源集团宁夏煤业有限责任公司 羊场湾煤矿, 宁夏 银川 751400
  • 收稿日期:2021-05-27 修回日期:2021-08-04 出版日期:2021-11-20 发布日期:2022-01-05
  • 通讯作者: 刘前进 E-mail:1036738326@qq.com

Roadway layout and support technology of upward mining in contiguous thick coal seams

  • Received:2021-05-27 Revised:2021-08-04 Online:2021-11-20 Published:2022-01-05

摘要:

以羊场湾煤矿一煤上行开采为研究背景, 采用现场观测和数值模拟等手段对厚煤层采空区内近距离上行开采巷道布置及支护技术进行了研究。根据探巷实际揭露的围岩变形破坏情况,为避开采空区边缘台阶错动下沉带, 一煤上行开采合理的巷道布置方式为内错式布置, 确定一煤工作面回采巷道与下部二煤采空区边缘的水平错距为不小于20m; 采用数值模拟和现场试验等方法对矩形断面、半圆拱形断面和微拱形断面三种常见巷道断面应用效果进行了对比分析, 确定一煤回采巷道的合理断面形状为微拱形断面, 采用锚网喷联合支护形式。根据巷道表面多点位移计监测结果表明, 巷道总体变形量很小, 巷道当前支护形式和支护参数满足需要。

关键词: 厚煤层, 近距离煤层, 上行开采, 巷道布置, 巷道支护, 采空区

Abstract:

Taking the upward mining of No.1 Coal Seam in Yangchangwan Coal Mine as the research background, the roadway layout and support technology of upward mining of close distance coal seam in thick seam goaf were studied by means of field observation and numerical simulation. According to the deformation and failure of surrounding rock revealed in the actual exploration roadway, the reasonable roadway layout mode for coal up mining is internal staggered arrangement in order to avoid the staggered subsidence zone of the edge steps in the goaf, and the horizontal staggered distance between the roadway of No.1 coal face and the edge of No.2 coal goaf is no less than 20 m. By means of numerical simulation and field test, the application effect of three common roadway cross-section shapes, including rectangular cross-section, semicircle arch cross-section and micro arch cross-section, is compared and analyzed. It is determined that the reasonable cross-section shape of No.1 coal mining roadway is micro arch cross-section, and the combined support form of bolt, wire mesh and shotcrete is adopted. According to the monitoring results of multi-point displacement meter on the roadway surface, the overall deformation of the roadway is very small, and the current support form and support parameters of the roadway meet the needs.

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