华南理工大学学报(自然科学版) ›› 2020, Vol. 48 ›› Issue (4): 28-37.doi: 10.12141/j.issn.1000-565X.190517

• 土木建筑工程 • 上一篇    下一篇

深埋巷道地应力特征及优化支护设计

陶文斌1 陶杰2 侯俊领3 蒋敬平4
  

  1. 1. 北京交通大学 土木建筑工程学院,北京 100044; 2. 深部煤炭开采与环境保护国家重点实验室,安徽 淮南 232001;3. 攀枝花学院 钒钛学院,四川 攀枝花 617000; 4 山东安科矿山支护技术有限公司,山东 济南 250031
  • 收稿日期:2019-08-13 修回日期:2019-11-07 出版日期:2020-04-25 发布日期:2020-04-01
  • 通信作者: 陶文斌(1991-),男,博士生,主要从事隧洞锚杆支护设计研究。 E-mail:taowenbin0963@sina.com
  • 作者简介:陶文斌(1991-),男,博士生,主要从事隧洞锚杆支护设计研究。
  • 基金资助:
    国家重点研发计划项目 (2017YFC0805400); 中央高校基本科研业务费专项资金资助项目 (2019YJS143)

In-Situ Stress Characteristics and Optimal Support Design of Deep Roadway#br#

TAO Wenbin1 TAO Jie2 HOU Junling3 JIANG Jingping4   

  1. 1. School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China; 2. State Key Laboratory of Deep Coal Mining and Environmental Protection,Huainan 232001,Anhui,China; 3. College of Vanadium and Titanium,Panzhihua University,Panzhihua 617000,Sichuan,China; 4. Shangdong Anke Kuangshan Zhihu Company Limited,Jinan 250031,Shandong,China
  • Received:2019-08-13 Revised:2019-11-07 Online:2020-04-25 Published:2020-04-01
  • Contact: 陶文斌(1991-),男,博士生,主要从事隧洞锚杆支护设计研究。 E-mail:taowenbin0963@sina.com
  • About author:陶文斌(1991-),男,博士生,主要从事隧洞锚杆支护设计研究。
  • Supported by:
    Supported by the National Key Research and Development Program (2017YFC0805400)

摘要: 针对深部巷道地质环境复杂及围岩变形剧烈、巷道变形量达数百毫米的现状,提出以地应力测量为前提、测力锚杆全程监测为基础、高预紧力全长锚固技术为核心、通过数值模拟加以修正的动态支护优化设计方案。以淮南潘三煤矿 1621(1)工作面运输巷道为例,采用应力解除法对地应力进行实测,在巷道关键位置安装测力锚杆实时监测并记录锚杆轴力,结合数值模拟对优化前后的支护方案进行对比。结果表明,深部巷道以水平应力为主,随着巷道掘进方向与最大水平主应力方向夹角的增大和主应力差的增加,巷道变形迅速增大; 采用现有全长锚固支护时施加的预紧力较低,巷道浅部顶板变形剧烈,未能发挥全长锚固的优势; 采用高预紧力结合全长锚固优化支护来提高围岩的抗变形能力,改善围岩特性,增加围岩有效应力,可减小巷道变形,优化支护效果比较显著。

关键词: 岩土工程, 地应力测量, 测力锚杆, 支护设计, 围岩控制

Abstract: In view of the complex geological environment of deep roadways,the intense deformation of surrounding rocks,and the deformation of roadways reaching hundreds of millimeters,a dynamic optimal support design scheme was proposed. It is based on in-situ stress measurement,full-range monitoring of force-measuring bolts,and high pre-tightening force full-length anchoring technology,and modified by numerical simulation. Taking the transporta-tion roadway of 1621(1) working face of Pansan Coal Mine in Huainan as an example,the stress relief method was used to measure the in-situ stress,and the force measuring bolt was installed at the key position of the tunnel to mo-nitor and record the axial force of the bolt in real time. Combined with the numerical simulation,the support schemes before and after optimization were compared. The results show that horizontal stress is the main factor in deep roadway. With the increase of the angle between the direction of roadway driving and the direction of maxi-mum horizontal principal stress and the increase of the principal stress difference,the deformation of roadway in-creases rapidly. Due to its small pre-tightening force in existing support schemes,the full-length anchorage cannot
play its full role,and the shallow roof of roadway shows intense deformation. In the optimized support design scheme,the anti-deformation ability of surrounding rock is improved by high pre-tightening force combined with full-length anchorage support. And the characteristics improvement and the effective stress increase of surrounding rock can reduce the deformation of roadway,thus contributing to a sound support effect.

Key words: geotechnical engineering, in-situ stress measurement, force-measuring bolt, support design, sur-rounding rock control