欢迎访问《金属矿山》杂志官方网站,今天是 分享到:
×

扫码分享

金属矿山 ›› 2026, Vol. 55 ›› Issue (5): 44-53.

• • 上一篇    下一篇

崩落法开采扰动下破碎围岩回采进路注浆加固支护研究

谭宝会1 张 冲1 秦国玉2 胡颖鹏1 李 海2 张刚刚2 粟登峰1 丁航行3   

  1. 1. 西南科技大学环境与资源学院,四川 绵阳 621000;2. 金川集团镍钴股份有限公司龙首矿,甘肃 金昌 737100;
    3. 东北大学资源与土木工程学院,辽宁 沈阳 110819
  • 出版日期:2026-05-15 发布日期:2026-06-02
  • 作者简介:谭宝会(1988—),男,副教授,博士,硕士研究生导师。
  • 基金资助:
    国家科技攻关计划项目(编号:2024ZD1003807)。

Study on Grouting Support for Fractured Surrounding Rock in Mining Drifts Under Sublevel Caving Mining Disturbance

TAN Baohui1 ZHANG Chong1 QIN Guoyu2 HU Yingpeng1 LI Hai2 ZHANG Ganggang2    SU Dengfeng1 DING Hangxing3#br#   

  1. 1. School of Environment and Resource,Southwest University of Science and Technology,Mianyang 621010,China;
    2. Longshou Mine,Jinchuan Group Co. ,Ltd. ,Jinchang 737100,China;
    3. School of Resources and Civil Engineering,Northeastern University,Shenyang 110819,China
  • Online:2026-05-15 Published:2026-06-02

摘要: 针对龙首矿西二采区崩落法采场回采进路在原设计单层喷锚网支护系统下失稳破坏的问题,通过现场
调查、数值模拟研究,探明了进路失稳破坏的本质原因是围岩体破碎且受崩落法开采扰动后持续劣化,导致原支护方
案中锚固深度不足,无法使破碎围岩形成有效承载整体。提出了适用于崩落法开采扰动条件下破碎围岩回采进路的
注浆加固方案,结合围岩松动圈理论及数值试验,确定出合理的注浆加固范围不应小于2 m,并据此设计了5 种不同
注浆孔布置方案展开系统研究。研究结果表明:随着注浆孔数量增加,注浆加固效果持续提升,但提升幅度逐渐减小;
采用注浆支护方案后,进路两帮最小主应力区范围明显收缩,应力矢量向围岩深部转移,围岩与支护结构共同形成的
承压拱逐渐形成,有助于维持进路的稳定性。基于数值模拟结果最终确定采取5 孔注浆方案,注浆孔深度为2 m、注
浆排距2 m,并在现场进行了工程应用。实践表明:所提的注浆加固支护方案有效控制了回采进路的变形和破坏,较
初始单层喷锚网支护方案使进路变形量减少85%,确保了采矿作业的安全性。

关键词: 无底柱分段崩落法 , 采矿扰动 , 破碎围岩 , 进路大变形 , 注浆支护

Abstract: Regarding the instability failure of the stoping entry in the caving method stope of the West Ⅱ Mining Area at
Longshou Mine under the original shotcrete-bolt-mesh support system,field investigations and numerical simulation studies
were conducted. It was determined that the essential cause of the entry′s instability is the inherent fragmentation of the surrounding
rock mass and its continuous deterioration under the disturbance from caving mining. This led to the loss of integrity
in the self-supporting system,resulting in insufficient anchorage depth in the original support scheme,which failed to form an
effective load-bearing whole from the fractured surrounding rock. A grouting reinforcement scheme suitable for the fractured
surrounding rock of stoping entries under the disturbance conditions of caving mining was proposed through comprehensive theoretical
analysis and numerical simulation. The study determined that a reasonable reinforcement range should be no less than 2
m,and accordingly,five grouting hole layouts were designed,with their reinforcement effects systematically evaluated. The study
results show that as the number of grouting holes increases,the reinforcement effect continues to improve,but the rate of improvement
gradually decreases. After implementing the grouting support scheme,the range of the minimum principal stress zone
in the two sides of the entry significantly contracted,stress vectors shifted deeper into the surrounding rock,and a pressurebearing
arch formed jointly by the surrounding rock and support structure gradually developed,contributing to the stability of
the entry. Based on the numerical simulation results,the five-hole grouting scheme was ultimately selected,with a grouting hole depth of 2 m and a row spacing of 2 m. Field engineering applications demonstrated that the proposed grouting reinforcement
support scheme effectively controlled the deformation and failure of the entry,reducing deformation by 85% compared to the initial
support scheme,thereby ensuring the safety of mining operations.

中图分类号: