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锚杆组合构件与金属网静载试验系统研制及应用

Development and application of a mechanical performance testing system for rock bolt composite components and metal mesh

  • 摘要: 鉴于目前复杂困难巷道支护过程中因锚杆组合构件及金属网大量破坏引发支护失效的问题, 自主开发了锚杆组合构件与金属网静载试验装置并开展了系列支护构件垂直载荷试验, 得到了支护构件在垂直载荷作用下的力学响应特征。取得如下研究成果: ①开发出锚杆组合构件与金属网静载力学性能试验台, 提出一套锚杆组合构件与金属网边界固定方式, 可较为真实地还原井下锚杆组合构件与金属网受力状态。②钢筋托梁在承载过程中载荷变化主要分为缓慢上升、恒速上升、瞬间破坏3个阶段; W型钢带载荷变化同样经历承载、长孔滑移、长孔撕裂3个阶段; 通过增加钢筋托梁圆钢直径及W型钢带厚度可有效提高支护系统的支护强度及刚度, 其中钢筋托梁焊接部位、W型钢带长孔端部等强度薄弱区是影响支护强度及刚度的关键因素。③不同类型金属网支护系统在垂直载荷作用下, 载荷−位移曲线主要分为载荷传递、网丝变形、结构破坏3个阶段; 钢筋网具有高刚度支护特征, 菱形网具有高强度支护特征, 经纬网支护系统在载荷作用下网丝持续错动是降低支护强度及刚度的主要因素, 托板位置的网丝剪切、拉伸破断是造成金属网支护系统失效的主要因素。

     

    Abstract: To test anchor combination components and metal mesh in case of support failure in complex and difficult roadway support process, a static loading test device for anchor combination components and metal mesh was developed, and a series of vertical load tests for support components was carried out. The mechanical response characteristics of support components under vertical load have been obtained. Firstly, a mechanical performance test bench for anchor support combination components and metal mesh static load was developed, and then a set of boundary fixing methods for metal mesh and anchor rod support combination components was proposed. The developed testing system can restore the stress state of underground metal mesh and anchor support combination components more realistically. During the load-bearing process of reinforced beams, the load changes are mainly divided into three stages: slow rise stage, constant speed rise stage, and instantaneous failure stage. The load variation of W-shaped steel strip also goes through three stages: bearing stage, long hole sliding stage, and long hole tearing stage. By increasing the diameter of the steel bar support beam and the thickness of the W-shaped steel strip, the support strength and stiffness of the support system can be effectively improved. Among them, the weak strength areas, such as the welding parts of the steel bar support beam bracket and the long hole ends of the W-shaped steel strip are the key factors affecting the support strength and stiffness. The load displacement curves of different types of metal mesh support systems under vertical loads are mainly divided into three stages: load transfer stage, mesh deformation stage, and structural failure stage; Steel mesh has high stiffness support characteristics, diamond mesh has high strength support characteristics, and the continuous displacement of mesh wires under load is the main factor weakening the support strength and stiffness of the warp and weft mesh support system. The shear and tensile breakage of mesh wires at the tray position is the main factor causing the failure of the metal mesh support system.

     

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