煤炭工程 ›› 2019, Vol. 51 ›› Issue (10): 40-45.doi: 10.11799/ce20191010

• 施工技术 • 上一篇    

孤岛煤柱下交岔点楔形墙体支护技术研究

王波,杨张杰   

  1. 安徽省煤炭科学研究院
  • 收稿日期:2019-05-07 修回日期:2019-07-23 出版日期:2019-10-21 发布日期:2020-05-09
  • 通讯作者: 王波 E-mail:54784616@qq.com

Research on Wedge-shaped Wall Support Technology at Intersection Point under Isolated Coal Pillar

  • Received:2019-05-07 Revised:2019-07-23 Online:2019-10-21 Published:2020-05-09

摘要: 为解决煤矿井下大断面交岔点巷道的支护问题,特别是孤岛煤柱下特殊地段交岔点破碎“牛鼻子”楔形墙体围岩稳定性维护难题,结合许疃矿-500水平轨道石门交岔点的工程实例,对大断面交岔点“牛鼻子”楔形墙体的破坏变形特征及原因进行了分析总结。在力学模型理论分析的基础上,提出了楔形墙体岩柱的稳定性是交岔点巷道整体失稳的主控因素,并对交岔点楔形墙体对拉锚索补强作用进行了分析,形成了针对破碎“牛鼻子”楔形墙体的注浆预加固与对拉锚索补强支护的新技术。工程实践表明,该技术对孤岛煤柱下大断面交岔点破碎“牛鼻子”楔形墙体围岩起到了有效的加固和控制变形的作用,提高了交岔点巷道的整体稳定性,发挥了交岔点巷道顶帮底互控效应|交岔点修复70d后变形趋于稳定,两帮位移量小于100mm,顶底板位移量小于85mm。

关键词: 孤岛煤柱, 交岔点, 楔形墙体, 支护技术, 破碎软岩, 对拉补强锚索

Abstract: In order to solve the support problem of roadways at large cross-section intersection points in underground coal mines, especially the problem of stability maintenance of the surrounding rock of the wedge-shaped wall with broken "ox nose" at the intersection points of special sections under isolated island pillars, combined with the engineering example of cross-cut intersection point of Xutuan Coal Mine-500 horizontal track, the failure and deformation characteristics and causes of the "ox nose" wedge-shaped wall of roadways at large cross-section intersection points are analyzed and summarized. Based on the theoretical analysis of the model, it is proposed that the stability of the wedge-shaped wall and rock pillar is the main factor controlling the overall instability of the roadway at the intersection point, and a new grouting pre-reinforcement technology for the broken wedge-shaped wall and the reinforcement support for the tension anchor cables are proposed. Engineering practice shows that the technology can effectively reinforce and control the deformation of the surrounding rock of the wedge-shaped wall broken at the large cross-section intersection point under the isolated island coal pillar, improve the overall stability of the intersection roadway, and play the mutual control effect between the top and bottom of the intersection roadway; after 70 days of repair, the deformation of the intersection point tends to be stable, the displacement of the two sides is less than 100 mm, and the displacement of the roof and floor is less than 85mm.

Key words: Mutual control effect among roof, side and floor.

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