煤矿深部巷道变形机理分析及支架优化

Deformation mechanism and support optimization of deep coal mine roadway

  • 摘要: 深部巷道的变形破坏受多种因素影响,钢管混凝土( CFST)支护技术可在很大程度上维持巷道的稳定。通过CFST数值模拟,分析了巷道变形特征及变形破坏的原因,提出了考虑核心混凝土初始缺陷的钢管混凝土模拟方法,并将其用于分析钢管混凝土支架的力学性能。基于模拟结果,提出了一种优化的支护方案,包括环形钢管混凝土支撑、分段裂隙围岩注浆和锚杆。现场对比试验表明,采用新的修复技术后,围岩和支护结构的承载能力显著提高,同时保证了岩体内部的应力分布更加均匀。

     

    Abstract: The deformation damage of deep roadway is affected by many factors,and the steel pipe concrete(CFST)support technology can maintain the stability of the roadway to a large extent. In this paper,through CFST numerical simulation,the deformation characteristics of the roadway and the causes of deformation and damage are analyzed,and a steel pipe concrete simulation method considering the initial defects of the core concrete is proposed,which is used to analyze the mechanical properties of the steel pipe concrete support. Based on the simulation results,an optimized support scheme is proposed,including ring-shaped steel pipe concrete support,segmental fissure surrounding rock grouting and anchor rods. Comparative field tests show that the bearing capacity of the surrounding rock and the supporting structure is significantly improved after adopting the new repair technique,while ensuring a more uniform stress distribution within the rock mass.

     

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