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现代矿业 ›› 2026, Vol. 42 ›› Issue (06): 172-177,185.

• 材料·装备 • 上一篇    下一篇

马城铁矿深部地压监测与采场硐室支护优化研究与应用

王小龙1,2 刘文岗1 潘洪伟3 郝伟鹏1 张 博1 魏 宇3 马云鹏3 张 昭3   

  1. 1. 煤炭科学研究总院有限公司;2. 河南理工大学能源科学与工程学院; 3. 首钢滦南马城矿业有限责任公司
  • 出版日期:2026-06-25 发布日期:2026-07-27

Research and Application of Deep Ground Pressure Monitoring and Mining Chamber Support Optimization in Macheng Iron Mine

WANG Xiaolong1,2 LIU Wengang1 PAN Hongwei3 HAO Weipeng1 ZHANG Bo1 WEI Yu3 MA Yunpeng3 ZHANG Zhao3   

  1. 1. China Coal Research Institute Co.,Ltd.;2. School of Energy Science and Engineering,Henan Polytech⁃ nic University;3. Shougang Luannan Macheng Mining Co.,Ltd.
  • Online:2026-06-25 Published:2026-07-27

摘要: 为解决马城铁矿深部开采中面临的高地应力及大型化采矿工艺、强爆破动载扰动导 致的硐室频繁片帮、冒顶等支护失效问题,提升大跨度采场硐室的稳定性与支护体系适应性,采用 现场实测与室内试验相结合的方法,构建覆盖上下采区的多水平 KJ21 在线地压监测系统,连续 180 d 跟踪围岩应力时空演化;同时开展 5~25 MPa 围压下的岩石三轴压缩试验,测试主要围岩(花 岗岩、铁矿石)的强度及变形特征。结果表明:马城铁矿深部岩体具备典型的“高强脆性”破坏特 征,承载力达到峰值后骤降,导致自承载系统极易失效。围岩应力在静态空区扩大及动态爆破/充 填扰动叠加下,呈现“缓慢上升—加速上升—达到极值—缓慢下降”的剧烈演化规律,是传统静态 支护失效的根本原因。基于研究结果,提出支护设计应向“主动加固、预防破坏”转变,并实施了以 高预紧力“锚索(ϕ21.8 mm,预应力 250 kN)+W 钢带”联合补强卸矿硐室、全面锚网喷强化凿岩硐室 为主的协同支护优化方案。工程实践表明,优化后的方案使硐室在有效跨度显著增加的情况下仍 能保持稳定,钻孔应力增速平稳下降,成功解决了现场高应力与强扰动环境下的支护难题。

关键词: 深部开采, 地压监测, 巷道支护优化, 爆破扰动, 协同支护体系

Abstract: To address the problems of high ground stress and large-scale mining techniques in the deep mining of Macheng Iron Mine,as well as the frequent roof falls and roof collapses caused by frequent blasting-induced dynamic load disturbances,and to enhance the stability of large-span mining chambers and the adaptability of the support system,by combining on-site measurements and laboratory tests,a multi-level KJ21 online ground pressure monitoring system covering the upper and lower mining areas was constructed to continuously track the temporal and spatial evolution of the surrounding rock stress for 180 d. At the same time,rock triaxial compression tests under confining pressures of 5 to 25 MPa were conducted to test the strength and deformation characteristics of the dominant surrounding rocks (granite,iron ore). The results show that the deep rock mass of Macheng Iron Mine exhibits typical "high strength and brittle⁃ ness" failure characteristics,with the bearing capacity dropping sharply after reaching its peak,resulting in the easy failure of the self-bearing system. Under the combined effect of static void expansion and dy⁃ namic blasting/filling disturbances,the surrounding rock stress shows a dramatic evolution pattern of "slow increase - rapid increase-reaching the maximum-slow decrease",which is the fundamental cause of the failure of traditional static support. Based on the research results,it is proposed that the support design should shift towards "active reinforcement and prevention of failure",and a coordinated support optimiza⁃ tion scheme combining high pre-tension "anchor cables(ϕ21.8 mm,prestressed 250 kN)+ W steel belt" for the mining chamber and comprehensive anchor-net-spray reinforcement for the drilling chamber was implemented. Engineering practice has shown that the optimized scheme enables the mining chamber to re⁃ main stable with a significant increase in the effective span,while the stress growth rate of the boreholes decreases steadily,successfully solving the support problems in the field under high stress and strong dis⁃ turbance environments.

Key words: deep mining, ground pressure monitoring, roadway support optimization, blasting distur? bance, collaborative support system