欢迎访问《现代矿业》杂志官方网站,今天是 分享到:
×

扫码分享

现代矿业 ›› 2026, Vol. 42 ›› Issue (01): 89-94.

• 采矿工程 • 上一篇    下一篇

极破碎顶板巷道注浆加固及主动支护技术研究

李纪宝1 丁 刚1 马秋峰2 赵善良1 刘国磊2 陈太勇2   

  1. 1. 中煤新集能源股份有限公司新集二矿;2. 山东理工大学资源与环境工程学院
  • 出版日期:2026-01-25 发布日期:2026-02-05

Research on Grouting Reinforcement and Active Support Technology of Roadway with Extremely Broken Roof

  1. 1. Xinji No.2 Mine,China Coal Xinji Energy Co.,Ltd.;2. School of Resources and Environmental Engi⁃ neering,Shandong University of Technology
  • Online:2026-01-25 Published:2026-02-05

摘要: 极破碎顶板条件下,巷道主动支护常面临锚固失效、巷道大变形、顶板冒落等问题, 采用架棚式被动支护时,在回采期间存在单元支架与顶板受力不均匀、移架复杂、局部冒落等现 象。以新集二矿 220101 工作面材料巷为研究对象,通过理论分析、数值模拟和现场实验,揭示了传 统架棚支护存在问题,并系统优化了极破碎顶板条件下巷道支护体系,提出了“注浆加固+锚杆+注 浆锚索”联合主动支护技术。通过对顶板采用无机双液速凝材料进行注浆加固,强化顶板完整性, 结合顶板锚杆、中空注浆锚索可形成协同承载结构,经理论验算和数值模拟,验证了支护设计方案 满足采掘支护要求。现场应用效果表明:顶板下沉量减少了 16.9%,巷道的掘进速率有所提升,且 巷道支护及管理成本降低了 14.3%。该技术实现了工作面回采巷道大变形控制及顶板管理,为类 似地质条件巷道支护提供了理论依据与工程示范。

关键词: 破碎顶板, 巷道支护, 注浆加固, 锚杆, 注浆锚索

Abstract: Under the condition of extremely broken roof,the active support of roadway often faces problems such as anchorage failure,large deformation of roadway and roof caving. When the passive sup⁃ port of shed type is adopted,there are phenomena such as uneven stress between unit support and roof, complex moving frame and easy local caving during mining. Taking the material roadway of 220101 work⁃ ing face in Xinji No.2 Mine as the research object,through theoretical analysis,numerical simulation and field experiment,it is revealed that the traditional shed support has problems such as uneven transmission of support force and failure of advance support,and the system is optimized. The roadway support system under the condition of extremely broken roof is proposed,and the combined active support technology of “grouting reinforcement + bolt + grouting anchor cable”is proposed. Through the grouting reinforcement of the roof with inorganic double-liquid quick-setting material to strengthen the integrity of the roof,com⁃ bined with the roof bolt and hollow grouting anchor cable,a cooperative bearing structure can be formed. Through theoretical calculation and numerical simulation,it is verified that the support design scheme meets the requirements of mining support. The field application results show that the roof subsidence is re⁃ duced by 16.9%,the tunneling rate of the roadway is improved,and the cost of roadway support and man⁃ agement is reduced by 14.3%. This technology realizes the large deformation control and roof management of the mining roadway in the working face,and provides a theoretical basis and engineering demonstration for roadway support under similar geological conditions.

Key words: broken roof, roadway support, grouting reinforcement, bolt, grouting anchor cable