煤炭工程 ›› 2014, Vol. 46 ›› Issue (6): 36-38.doi: 10.11799/ce201406013

• 施工技术 • 上一篇    下一篇

宋家沟矿厚煤层超高巷道围岩控制技术

许磊   

  1. 中国矿业大学(北京) 资源学院
  • 收稿日期:2013-05-17 修回日期:2013-07-21 出版日期:2014-06-10 发布日期:2014-06-16
  • 通讯作者: 许磊 E-mail:32246714@qq.com

Surrounding Rock Control of Ultra-high Roadway in Thick Coal Seam

  • Received:2013-05-17 Revised:2013-07-21 Online:2014-06-10 Published:2014-06-16

摘要:

本为以宋家沟矿厚煤层回采巷道超高段,断面:5.2×7.5m为研究对象。采用数值分析的手段模拟了巷高3.5~7.5m的过程中围岩塑性区的分布特征:顶、底、两帮塑性区分布大致呈“半圆状”,两帮塑性区面积和深度随着巷高的增加而明显增加;两帮移近量、顶板下沉量、底鼓量与巷高呈正比关系。根据塑性区分布特征和当前主要支护手段,决定采用高强高预紧力及时技术技术和帮部斜拉锚索的加强支护的支护方式,根据工程类比和理论分析的方法确定了支护参数。工程实践结果:两帮移近量150mm,顶底板移近量104mm,以期为类似条件下厚煤层超高煤道支护提供借鉴。

关键词: 厚煤层, 超高, 控制, 支护

Abstract:

Based on the ultra-high mining roadway about 5.2×7.5m in thick coal seam appeared in SONG Jia-gou coal min. Distribution characteristic between height 3.5-7.5m is simulated in surrounding rock mass plastic zone: the plastic zone distributes in a half-circle in roof, floor and two sides. The area and depth of the plastic zone in two sides increase obviously with the increasing of roadway height. The roadside relative convergence,roof convergence,floor heave is proportional to the roadway height. Based on the distribution of the plastic zone and the current support method, timely support technology with high-strength and high-pre-tightening force and reinforced support technology with diagonal cable are put forward. The support parameters are determined based on engineering analogy method and theoretical analysis. The case proves that the total convergence of relative side- side and roof-floor relative are 150mm and 104mm respectively and provides references for similar conditions.

Key words: thick coal seam, ultra-high, control, support