| 注册
首页|期刊导航|煤炭与化工|卸压孔浅部填充技术应用与围岩控制效果分析

卸压孔浅部填充技术应用与围岩控制效果分析

郑义宁 张裕良 孟圣师 徐东康 姜启彬

煤炭与化工2023,Vol.46Issue(12):14-18,5.
煤炭与化工2023,Vol.46Issue(12):14-18,5.DOI:10.19286/j.cnki.cci.2023.12.004

卸压孔浅部填充技术应用与围岩控制效果分析

Comparative study on the effects of organic acid and inorganic acid on the pore structure and mineral composition of coal

郑义宁 1张裕良 2孟圣师 1徐东康 1姜启彬1

作者信息

  • 1. 临沂矿业集团菏泽煤电有限公司郭屯煤矿,山东菏泽 274704
  • 2. 山东科技大学能源与矿业工程学院,山东青岛 266590
  • 折叠

摘要

Abstract

Large diameter borehole pressure relief is a common measure to prevent rock burst in deep high ground stress roadway.In this paper,aiming at the engineering background that large diameter borehole pressure relief is still needed to prevent rock burst when the surrounding rock deformation of 2303 track crossheading in Guotun Coal Mine is serious,the measures of filling pressure relief hole in shallow part to improve the integrity of shallow surrounding rock are put forward.Firstly,according to the elastic theory,the mechanical model of the filled circular hole is established,and the stress expression of any point of the surrounding rock around the filled circular hole is derived,and the quick-setting high-strength material should be selected as the filling material.Then select the engineering experiment site to fill the shallow pressure relief hole and carry out on-site monitoring.The results show that after shallow filling,the axial force of the bolt near the pressure relief hole is higher than that far away from the pressure relief hole,and the deformation of the surrounding rock is obviously reduced.It shows that the shallow filling technology of the pressure relief hole can improve the strength of the shallow surrounding rock while ensuring the pressure relief efficiency of the deep coal body.

关键词

钻孔卸压/浅部填充/理论分析/现场监测

Key words

drilling pressure relief/shallow filling/theoretical analysis/on-site monitoring

分类

矿业与冶金

引用本文复制引用

郑义宁,张裕良,孟圣师,徐东康,姜启彬..卸压孔浅部填充技术应用与围岩控制效果分析[J].煤炭与化工,2023,46(12):14-18,5.

基金项目

山东省自然科学基金项目(ZR2020QE119) (ZR2020QE119)

煤炭与化工

2095-5979

访问量0
|
下载量0
段落导航相关论文