纤维混凝土喷层支护技术研究

    Research on fiber concrete spray layer support technology

    • 摘要: 针对矿山巷道支护中锚网喷浆技术存在的支护难度大、支护效果差、围岩卸压困难等问题,本研究探讨了采用纤维混凝土替代传统锚网喷浆支护的可行性,旨在提升支护效能、增强围岩稳定性并优化成本。综合运用理论分析、室内试验和现场工业试验方法,系统分析了不同纤维混凝土的力学性能。通过对比纤维混凝土喷浆层与锚网喷浆层的抗冲切承载力,并在实际地压条件下进行现场试验,验证了纤维混凝土喷浆的破坏模式与支护效果。研究结果表明:粗纤维的掺入能有效提升混凝土的抗压强度,且现场施工操作简便。随着养护龄期的增长,纤维混凝土试块的抗拉强度增长速率显著加快。虽然其早期力学性能相对较弱,但后期抗拉强度显著高于不掺纤维的混凝土试块。理论计算证实,纤维混凝土喷浆支护的抗冲切承载力优于锚网喷浆支护,为其替代锚网支护提供了理论支撑。现场工业试验进一步观察到,纤维混凝土表现出明显的延性破坏特征,裂纹扩展受到有效抑制,裂缝中纤维的桥接与牵拉作用对阻裂效果贡献明显。研究证实纤维混凝土能有效增强对围岩的约束作用,延缓开裂进程,维护巷道稳定并减少变形,同时展现出降低支护成本的潜力,为纤维混凝土替代传统锚网喷浆支护提供了技术支撑,对类似矿山支护技术的优化具有重要参考价值。

       

      Abstract: In view of the problems of difficult support, poor support effect and difficult pressure relief of surrounding rock in anchor net shotcrete technology for mine roadway support, this study discusses the feasibility of replacing traditional anchor net shotcrete support with fiber concrete, aiming at improving support efficiency, enhancing surrounding rock stability and optimizing cost. The mechanical properties of different fiber concrete are systematically analyzed by means of theoretical analysis, laboratory test and field industrial test. By comparing the punching shear capacity of the shotcrete layer of fiber concrete and anchor net, and conducting field tests under actual ground pressure conditions, the failure mode and support effect of the fiber concrete shotcrete are verified. The results show that the incorporation of crude fiber can effectively improve the compressive strength of concrete, and the on-site construction operation is simple. With the increase of curing age, the tensile strength growth rate of fiber concrete block is significantly accelerated. Although its early mechanical properties are relatively weak, the later tensile strength is significantly higher than that of concrete specimens without fibers. The theoretical calculation confirms that the punching shear capacity of fiber concrete shotcrete support is better than that of anchor net shotcrete support, which provides theoretical support for its replacement of anchor net support. The field industrial test further observes that the fiber concrete shows obvious ductile failure characteristics, and the crack propagation is effectively inhibited. The bridging and pulling effects of the fibers in the cracks contribute significantly to the crack resistance effect. The research proves that fiber concrete can effectively enhance the restraint effect on surrounding rock, delay the cracking process, maintain the stability of roadway and reduce the deformation. At the same time, it shows the potential to reduce the support cost, which provides technical support for fiber concrete to replace traditional anchor net shotcrete support, and has important reference value for the optimization of similar mine support technology.

       

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