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Study on Grouting Anchor Cable Supporting Technology of Roadway through Extra Large Fault Fracture Zone

机译:超大故障骨折区巷道灌浆锚缆线支撑技术研究

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Fault fracture zone due to the loose and broken surrounding rock of roadway, tectonic stress, the surrounding rock deformation is hard to control, has been one of the difficulties in roadway support technology research. This paper aim at Xingcun coal mine-1196m level roadway through extra large fault fracture zone, large deformation of surrounding rock and failure supporting project, can't ensure the overall stability of the roadway, put forward the "Bolt-mesh-spurting + prestressed hollow grouting anchor" combination support, effectively control the surrounding rock deformation in the test section of roadway, successfully resolved the problem of long-term stability of the surrounding rock in the fracture zone.
机译:故障骨折区由于巷道围岩松散而破碎,构造压力,周围岩石变形难以控制,是道路支持技术研究的困难之一。本文旨在通过超大故障骨折区兴通煤矿-1196M巷道,周围岩石和故障支持项目的大变形,无法确保道路的整体稳定,提出“螺栓网溅射+预应力”中空灌浆锚定“组合支持,有效地控制道路的试验部分中的周围岩石变形,成​​功地解决了骨折区周围岩石的长期稳定性问题。

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