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Supporting Method of the Bolted Strata in Large Deformation Roadways

机译:大变形巷道锚杆支护方法

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Based on field observations and physical modeling of simulated materials, the dynamic equilibrium principle on the whole interaction process between the surrounding rocks and support of large deformation roadways in coal mines has been developed. It explains the methods of forming the bolted strata and its changing load capacity with deformation, It also points out the factors and conditions for forming the bolted strata as follows: (1) many entries in coal mines are subject to large deformation. During their service life, it goes through the following process, elastic > plastic > fracture > broken > loosening, etc. During this dynamic process, the mechanisms of supporting structure are changing and therefore the interaction between support and rocks experiences a process of dynamic equilibrium. Furthermore, the required supporting force for stabilizing the surrounding rocks shows overall decreasing trend; (2) the bolted strata is a special supporting structure consisting of bolt, rock skin protection devices and rock strata within the bolted horizon. As deformation increases, the supporting structure of the broken strata within the bolted horizon experiences a process of periodic change, from equilibrium > not equilibrium > equilibrium. Corresponding to this change, the supporting capacity of the bolted strata also fluctuates and gradually decreases; (3) under the bolted strata, the stability of a large deformation roadway is dynamic and step-wise; and (4) the formation of bolted strata, especially bolted broken strata depends on the existence of compressive force. Supporting the bolted strata is not constrained by the quality of the surrounding rocks. It has broad range of application.
机译:基于现场观察和模拟材料的物理模拟,建立了煤矿围岩与大变形巷道支护全过程的动态平衡原理。阐述了锚杆地层的形成方法及其随变形而变化的承载力,并指出了形成锚杆地层的因素和条件:(1)煤矿中许多巷道易发生大变形。在使用寿命期间,它会经历以下过程,即弹性>塑性>断裂>破碎>松动等。在此动态过程中,支撑结构的机制正在发生变化,因此支撑与岩石之间的相互作用经历了动态平衡的过程。 。此外,稳定围岩所需的支撑力总体呈下降趋势。 (2)锚固层是一种特殊的支撑结构,包括锚固层,锚固层内的锚杆,岩石保护装置和岩层。随着变形的增加,锚固层位内破碎地层的支撑结构经历了从平衡>非平衡>平衡的周期性变化过程。对应于这种变化,锚固层的支撑能力也随之波动并逐渐减小。 (3)在锚固层下,大变形巷道的稳定性是动态的,逐步的; (4)锚固地层的形成,特别是锚固断裂地层的形成取决于压缩力的存在。支撑锚固地层不受周围岩石质量的限制。它具有广泛的应用范围。

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