| 注册
首页|期刊导航|采矿与岩层控制工程学报|深井松软围岩煤巷采动增跨效应及防控技术

深井松软围岩煤巷采动增跨效应及防控技术

王方田 刘超 翟景辉 张洋 牛滕冲

采矿与岩层控制工程学报2024,Vol.6Issue(1):76-86,11.
采矿与岩层控制工程学报2024,Vol.6Issue(1):76-86,11.

深井松软围岩煤巷采动增跨效应及防控技术

Span increasing effect and control technology of coal roadways in deep soft ground

王方田 1刘超 1翟景辉 2张洋 3牛滕冲4

作者信息

  • 1. 中国矿业大学 矿业工程学院,江苏 徐州 221116||中国矿业大学 煤炭精细勘探与智能开发全国重点实验室,江苏 徐州 221116
  • 2. 中国矿业大学 矿业工程学院,江苏 徐州 221116||河南省正龙煤业有限公司 城郊煤矿,河南 永城 476600
  • 3. 中国矿业大学 矿业工程学院,江苏 徐州 221116||河南永锦能源有限公司 云盖山煤矿二矿,河南 禹州 452570
  • 4. 中赟国际工程有限公司,河南郑州 450001
  • 折叠

摘要

Abstract

Aiming at the problems of serious damage of surrounding rock and supporting difficulty in the deep soft rock roadway,taking the gob-side roadway of the LW21106 working face in Chengjiao Coal Mine as the en-gineering background,a mining induced span increasing model was established and the formation mechanism mining-induced span increasing effect was revealed.By developing a transverse and longitudinal curved beam model of the roadway roof,it is concluded that the lateral stress on the roof,equivalent span of the roadway,and coal rock strength are the main controlling factors for the damage of surrounding rock of roadway.Finally,control measures were proposed and field trial was conducted.The research results show that roadway has experienced"initial stability-fractures development-shear slider aggravation-equivalent span increase"with the mining influ-ence.The maximum normal stress of the roadway roof is positively correlated with the stress concentration coef-ficient,equivalent span of the roof,size of the roadway section and burial depth.Tensile and shear failure oc-curred in roadway roof in high stress environments.Therefore,increasing the number and pre-tension of the roof anchor cables is beneficial for enhancing the integrity of the roof.Based on the main controlling factors of roadway deformation,a collaborative control strategy of"surrounding rock reinforcement-pressure relief-reinforcement support"is proposed.Based on the on-site conditions,a control technology includes roof cutting along the lateral wall of coal pillars,grouting reinforcement,supplementing anchor cablesfor strengthen support in the fractured area is adopted.The field trial shows that the maximum displacement coal pillar is 18.89 cm,the roof subsidence of is 25.86 cm,and the maximum displacement along the unmined coal wall is 29.65 cm.The effective control of the coal roadway surrounding rock deformation provides a scientific basis for controlling the soft surrounding rock deformation in the deep coal mine.

关键词

深井/松软围岩/采动增跨效应/主控因素/协同防控

Key words

deep mine/soft surrounding rock/span increase effect/main controlling factors/coordinated control

分类

矿业与冶金

引用本文复制引用

王方田,刘超,翟景辉,张洋,牛滕冲..深井松软围岩煤巷采动增跨效应及防控技术[J].采矿与岩层控制工程学报,2024,6(1):76-86,11.

基金项目

国家自然科学基金面上资助项目(51974297) (51974297)

中央高校基本科研业务费专项资金资助项目(2023ZDPY03) (2023ZDPY03)

中国矿业大学研究生创新计划资助项目(2023WLJCRCZL034) (2023WLJCRCZL034)

采矿与岩层控制工程学报

OA北大核心CSTPCD

2096-7187

访问量2
|
下载量0
段落导航相关论文