煤炭工程 ›› 2021, Vol. 53 ›› Issue (5): 102-106.doi: 10.11799/ce202105020

• 研究探讨 • 上一篇    下一篇

动压煤巷群围岩分区劣化特征及控制技术研究

高晓君,杨征,郭超奇,丁彦雄,李安宁   

  1. 陕西小保当矿业有限公司
  • 收稿日期:2020-06-30 修回日期:2020-09-01 出版日期:2021-05-20 发布日期:2021-05-17
  • 通讯作者: 高晓君 E-mail:973049867@qq.com

Study on Partition Deterioration Feature and Control Technology of Dynamic Pressure Coal Roadway Group Surrounding Rock

  • Received:2020-06-30 Revised:2020-09-01 Online:2021-05-20 Published:2021-05-17

摘要: 基于黄陵二号矿工程地质条件及围岩变形量大现状,采用理论分析及现场测试法,分析双翼开采条件下煤巷群围岩裂隙演化规律,提出巷道围岩分区劣化指标W,研究煤巷群围岩分区劣化特征及影响因素,制定了煤巷群分区加固技术方案。结果表明煤巷群围岩呈现出明显分区劣化特征,即裂隙三区:浅部裂隙极度发育区、中部微裂隙区及深部原岩区|针对性提出支护三区:浅部支护区(0~2m),中部控制区(2~5m)及深部承载区(5m以上,特别是6~8m)配合关键部位提前补强加固。工业试验表明该技术方案可有效保证煤巷群稳定。

关键词: 煤巷群, 分区劣化, 裂隙区, 巷道支护, 围岩控制

Abstract: Based on the engineering geological conditions and the large surrounding rock deformation of Huangling No. 2 Mine, the theoretical analysis and field test method are used to analyze the evolution law of surrounding rock fissures of coal roadway nglunder the conditions of double-wing mining, and the partition deterioration index of surrounding rock of roadway is proposed. The partition deterioration feature and influencing factors of coal roadway group surrounding rock are studied, and the partition reinforcement time-sharing reinforcement technology of coal roadway group is formulated. The results show that the surrounding rock of the coal roadway group shows obvious partition deterioration feature, namely the three zones of fissure: the extreme development zone of shallow fracture, the middle micro-fracture zone and the deep original rock zone; the proposed three zones of support: shallow support zone (0m~2m), the central control area (2m~5m) and the deep bearing area (5m or more,especially 6m~8m) with the key parts in advance to strengthen and strengthen, to ensure the stability of the coal roadway group.