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主办单位:煤炭科学研究总院有限公司、中国煤炭学会学术期刊工作委员会
锚杆支护网片动载力学性能试验研究
  • Title

    Experimental study on dynamic mechanical properties of mining anchor mesh

  • 作者

    苑新亮吴拥政周鹏赫

  • Author

    YUAN Xinliang;WU Yongzheng;ZHOU Penghe

  • 单位

    煤炭科学研究总院开采研究分院北京天玛智控科技股份有限公司中煤科工开采研究院有限公司煤炭资源高效开采与洁净利用国家重点实验室

  • Organization
    Coal Mining and Designing Branch, China Coal Research Institute
    Beijing Tianma Intelligent Control Technology Co. , Ltd.
    CCTEG Coal Mining Research Institute
    State Key Laboratory of Coal Mining and Clean Utilization
  • 摘要
    为了合理选择冲击地压巷道锚杆支护所需的网片,通过实验室试验从网片变形、承载力、位移及吸能等四个维度对比研究机编焊接钢筋网片和钢塑复合聚酯网片的动载力学性能,得到了两种网片在冲击载荷作用下的变形破坏方式及吸能特性。研究结果表明:冲击载荷作用下,机编焊接钢筋网片和钢塑复合聚酯网片破坏变形集中区域不同,机编焊接钢筋网片以“十字”形式向中心变形,破坏主要集中在钢筋网与固定压板接触处,钢塑复合聚酯网片破坏主要集中在受冲击载荷中心部位及聚酯网与固定压板接触处;网片冲击力时程曲线可分为缓慢承载阶段、波动稳定承载阶段及衰减阶段,随着冲击载荷的增加,机编焊接钢筋网片冲击力峰值明显大于钢塑复合聚酯网片,机编焊接钢筋网片对冲击地压巷道的支护能力更强;网片位移变形随着冲击能量的增加逐渐增加,机编焊接钢筋网片可抵抗冲击能量大于5000J,钢塑复合聚酯网片可抵抗冲击能量为2000J。
  • Abstract
    To reasonably select mesh for rock bolt support in rock burst roadways, a comparative study was conducted on the dynamic mechanical properties of commonly used machine welded steel mesh and steel plastic composite polyester mesh in coal mines, including deformation, bearing capacity, displacement, and energy absorption, using laboratory testing methods and a drop hammer impact testing machine. The deformation, failure mode, and energy absorption characteristics of the mesh under impact load were obtained. The research results indicate that under impact load, the failure and deformation concentration areas of machine welded steel mesh and steel plastic composite polyester mesh are different. The machine welded steel mesh deforms in a cross-shape towards the center, and the failure mainly concentrates at the contact between the steel mesh and the fixed pressure plate. The failure of steel plastic composite polyester mesh mainly concentrates at the center of the impact load and the contact between the polyester mesh and the fixed pressure plate; The time history curve of the impact force of the mesh can be divided into slow bearing stage, fluctuating stable bearing stage, and attenuation stage. As the impact load increases, the peak impact force of the machine welded steel mesh is significantly greater than that of the steel plastic composite polyester mesh. The machine welded steel mesh has stronger support ability for the rock burst roadway; The displacement and deformation of the mesh gradually increase with the increase of impact energy. Machine welded steel mesh can resist impact energy greater than J, and steel plastic composite polyester mesh can resist impact energy of J. The test results can provide a reference for the selection of anchor mesh in different support areas of the rock burst roadway.
  • 关键词

    锚杆支护网片冲击载荷力学性能落锤冲击试验机

  • KeyWords

    bolt support;mesh;impact load;mechanical performance;drop-weight tear tester

  • 基金项目(Foundation)
    国家自然科学基金项目(51974160,52174080);天地科技重点基金项目(2022-2-TD-ZD016)
  • DOI
  • 引用格式
    苑新亮,吴拥政,周鹏赫.锚杆支护网片动载力学性能试验研究[J].煤炭工程,2024,56(4):119-124.
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