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Numerical simulation research on bolt supports' mechanical properties deformation in high-stress roadway

机译:高应力巷道螺栓支座力学性能变形的数值模拟研究

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摘要

With the rapid development of domestic mining industry, it is necessary to consider the safety of the mine when mining. In order to improve the high stress environment and the frequent failure of bolts caused by the increase of excavation depth, in this experiment, FLAC(3D) is creatively proposed to establish the calculation model of bolt support roadway, analyze the basic geological environment and surrounding rock structure of the research area, and conduct the numerical simulation of the mechanical characteristics of bolt support deformation (BSD) in the high stress roadway (HSR). The basic geological environment and surrounding rock structure of the study area are analyzed, and FLAC3D is adopted for establishing a calculation model of the bolt-supported roadway, which can be used to simulate the axial and lateral forces of the bolt, and then determine the boundary conditions. It is found that the supporting bolt in the roadway needs to bear not only axial tension, but also transverse shear and bending. Based on the Winkler foundation beam principle, a calculation model of the bolt's lateral bending force in the soft rock roadway is established, the lateral force characteristics of the bolt support are analyzed, the concept of "anchoring composite bearing body" is proposed, and the force characteristics of the bearing body are calculated. The research results show that in the HSR, the bolt mainly bears the combined forces of tensile and lateral bending; among them, the bolt's axial force remains basically unchanged at the tail part near the pallet, and the bolt's axial force at the end part deep into the rock mass decreases rapidly. The bending moment of the bolt is "wave-shaped" distributed along the length of the rod body in the positive direction and negative direction of the axis, and the comprehensive action of the axial tension and transverse bending of the bolt increases when the stress concentration increases. A smaller roadway radius will lead to longer bolts, denser arrangement and higher support strength.
机译:随着国内采矿业的快速发展,在采矿时必须考虑矿山的安全性。为改善高应力环境和开挖深度增大导致的螺栓频繁失效问题,本试验创造性地提出FLAC(3D)建立锚杆支护巷道计算模型,分析研究区基本地质环境和围岩结构,并对高应力巷道(HSR)锚杆支护变形(BSD)力学特性进行数值模拟。分析了研究区基本地质环境和围岩结构,采用FLAC3D建立锚杆支护巷道计算模型,可用于模拟锚杆的轴向力和侧向力,进而确定边界条件。研究发现,巷道中的支承螺栓不仅需要承受轴向拉力,还需要承受横向剪切和弯曲。基于Winkler基础梁原理,建立了锚杆在软岩巷道中侧向弯曲力的计算模型,分析了锚杆支护的侧向受力特性,提出了“锚固复合承重体”的概念,并计算了锚固体的受力特性。研究结果表明:在高铁中,螺栓主要承受拉向和侧向弯曲的合力;其中,锚杆的轴向力在靠近托盘的尾部基本保持不变,锚杆在深入岩体的端部的轴向力迅速减小。螺栓弯矩沿杆体长度沿轴线正负方向呈“波浪形”分布,随着应力集中的增加,螺栓轴向拉力和横向弯曲的综合作用增大。巷道半径越小,螺栓越长,布置越密,支撑强度越高。

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