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Cable-truss supporting system for gob-side entry driving in deep mine and its application

机译:深井沿空巷道掘进缆索桁架支撑系统及其应用

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摘要

In order to solve the large deformation controlling problem for surrounding rock of gob-side entry driving under common cable anchor support in deep mine, site survey, physical modeling experiment, numerical simulation and field measurement were synthetically used to analyze the deformation and failure char-acteristics of surrounding rock. Besides, applicability analysis, prestress field distribution characteristics of surrounding rock and the control effect on large deformation of surrounding rock were also further studied for the gob-side entry driving in deep mine using the cable-truss supporting system. The results show that, first, compared with no support and traditional bolt anchor support, roof cable-truss system can effectively restrain the initiation and propagation of tensile cracks in the roof surrounding rock and arc shear cracks in the two sides, moreover, the broken development of surrounding rock, roof separation and extrusion deformation between the two sides of the roadway are all controlled;second, a prestressed belt of trapezoidal shape is generated in the surrounding rock by the cable-truss supporting system, and the prestress field range is wide. Especially, the prestress concentration belt in the shallow surrounding rock can greatly improve the anchoring strength and deformation resisting capability of the rock stratum;third, an optimized support system of‘roof and side anchor net beam, roof cable-truss supporting system and anchor cable of the narrow coal pillar” was put forward, and the support optimization design and field industrial test were conducted for the gob-side entry driving of the working face 5302 in Tangkou Mine, from which a good supporting effect was obtained.
机译:为解决深井普通锚索支护下采空区巷道巷道围岩大变形控制问题,综合采用现场勘察,物理模拟实验,数值模拟和现场实测分析变形和破坏特征。围岩特性。此外,还利用电缆-桁架支撑系统进一步研究了深部矿山沿空巷道掘进的适用性分析,围岩预应力场分布特征以及对围岩大变形的控制效果。结果表明,首先,与无支撑和传统的锚栓支撑相比,屋顶索桁架体系可以有效地抑制屋面围岩中的张性裂纹和两侧的弧形剪切裂纹的产生和传播,而且可以有效地抑制破裂。围岩的发展,顶板的分离和巷道两侧之间的挤压变形都得到控制;其次,缆索桁架支撑系统在围岩中产生了梯形的预应力带,预应力场范围宽。特别是浅埋围岩中的预应力集中带可以大大提高岩层的锚固强度和抗变形能力;第三,优化了屋面和侧锚网梁的支护系统,屋顶索桁架支护系统和锚索。提出了“窄煤柱”的设计方案,并对塘口矿5302工作面的采空区侧进巷进行了支护优化设计和现场工业试验,取得了良好的支护效果。

著录项

  • 来源
    《矿业科学技术(英文版)》 |2016年第5期|885-893|共9页
  • 作者单位

    State Key Laboratory for Geomechanics&Deep Underground Engineering, China University of Mining&Technology, Xuzhou 221116, China;

    State Key Laboratory for Geomechanics&Deep Underground Engineering, China University of Mining&Technology, Xuzhou 221116, China;

    Shanghai Underground Space Architectural Design&Research Institute, Shanghai 200020, China;

    State Key Laboratory for Geomechanics&Deep Underground Engineering, China University of Mining&Technology, Xuzhou 221116, China;

    State Key Laboratory for Geomechanics&Deep Underground Engineering, China University of Mining&Technology, Xuzhou 221116, China;

  • 收录信息 中国科学引文数据库(CSCD);中国科技论文与引文数据库(CSTPCD);
  • 原文格式 PDF
  • 正文语种 eng
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