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DU Mingchao,ZHANG Kun,HUANG Liangsong,et al. Comparison and analysis of energy absorption characteristics of chiral structure in novel energy buffering absorption device[J]. Coal Science and Technology,2023,51(S1):396−403

. DOI: 10.13199/j.cnki.cst.2022-1138
Citation:

DU Mingchao,ZHANG Kun,HUANG Liangsong,et al. Comparison and analysis of energy absorption characteristics of chiral structure in novel energy buffering absorption device[J]. Coal Science and Technology,2023,51(S1):396−403

. DOI: 10.13199/j.cnki.cst.2022-1138

Comparison and analysis of energy absorption characteristics of chiral structure in novel energy buffering absorption device

Funds: 

National Natural Science Foundation of China (52104134); China Postdoctoral Program (2020M682268); The 7th Youth Lift Talent Project (2021QNRC001); Shandong Province Major Science and Technology Innovation Project (2019SDZY04)

More Information
  • Received Date: October 24, 2022
  • Available Online: June 25, 2023
  • In this paper, a novel energy buffering absorption device is designed to reduce the impact damage of advance hydraulic support caused by mining disturbance and rock burst, and to improve the service life of the support equipment. As an independently designed modular unit, this new type of energy buffering absorption device is installed on the upper of the top beam of the advanced hydraulic support by bolts, which can effectively buffer the peak incoming pressure, provide sufficient buffer time for the opening of the hydraulic support safety valve, and greatly reduce the occurrence of bending, fracture and even cylinder explosion of the hydraulic support column. Focusing on the structural parameters and material properties of the core energy absorber, the deformation response characteristics, cushioning characteristics and energy absorption characteristics of six chiral honeycomb structures with different materials are compared and analyzed. The results show: ① Under the same impact load condition, the compression deformation of rubber Tri-chiral structure is the largest (172.1 mm), while that of nylon Hexa-chiral structure is the smallest (5.83 mm); ② The peak value of the incoming pressure buffered by the nylon Hexa-chiral structure is the largest (2148kN), and the buffering time is 20 ms, while the peak value of the incoming pressure buffered by the rubber Hexa-chiral structure is the smallest (147 kN), and the buffering time is 209 ms, which is much longer than the dynamic response time of the safety valve of 60 ms, meeting the basic requirements of the normal opening of the safety valve. ③ The peak energy absorption of rubber and nylon is approximately the same, both of which are 1 × 104 J. Compared with other working conditions, the energy absorption interval of the rubber Hexa-chiral structure is a gentle peak shape, and the effective energy absorption interval is larger, the energy absorption effect is better, and the energy absorption buffer time is longer. The comprehensive evaluation shows that the rubber Hexa-chiral structure has a good buffer and energy absorption effect and a small degree of structural deformation, which meets the expected indicators and specific working conditions.

  • [1]
    刘志强,宋朝阳,纪洪广. 深部矿产资源开采矿井建设模式及其关键技术[J]. 煤炭学报,2021,46(3):826−845.

    LIU Zhiqiang,SONG Chaoyang,JI Hongguang. Construction mode and key technology of mining shaft engineering for deep mineral resources[J]. Journal of China Coal Society,2021,46(3):826−845.
    [2]
    谢和平,李存宝,高明忠,等. 深部原位岩石力学构想与初步探索[J]. 岩石力学与工程学报,2021,40(2):217−232.

    XIE Heping,LI Cunbao,GAO Mingzhong,et al. Conceptualization and preliminary research on deep in situ rock mechanics[J]. Chinese Journal of Rock Mechanics and Engineering,2021,40(2):217−232.
    [3]
    康红普,姜鹏飞,黄炳香,等. 煤矿千米深井巷道围岩支护-改性-卸压协同控制技术[J]. 煤炭学报,2020,45(3):845−864.

    KANG Hongpu,JIANG Pengfei,HUANg Bingxiang,et al. Roadway strata control technology by means of bolting-modification-destressing in synergy in 1 000 m deep coal mine[J]. Journal of China Coal Society,2020,45(3):845−864.
    [4]
    康红普,王国法,姜鹏飞,等. 煤矿千米深井围岩控制及智能开采技术构想[J]. 煤炭学报,2018,43(7):1789−1800.

    KANG Hongpu,WANG Guofa,JIANG Pengfei,et al. Conception for strata control and intelligent mining technology in deep coal mines with depth more than 1 000 m[J]. Journal of China Coal Society,2018,43(7):1789−1800.
    [5]
    姜耀东,潘一山,姜福兴,等. 我国煤炭开采中的冲击地压机理和防治[J]. 煤炭学报,2014,39(2):205−213.

    JIANG Yaodong,PAN Yishan,JIANG Fuxing,et al. State of the art review on mechanism and prevention of coal bumps in China[J]. Journal of China Coal Society,2014,39(2):205−213.
    [6]
    潘一山,肖永惠,李国臻. 巷道防冲液压支架研究及应用[J]. 煤炭学报,2020,45(1):90−99.

    PAN Yishan,XIAO Yonghui,LI Guozhen. Roadway hydraulic support for rockburst prevention in coal mine and its application[J]. Journal of China Coal Society,2020,45(1):90−99.
    [7]
    郭永昌. 大流量快响应安全阀设计理论与动态试验方法[D]. 太原: 太原理工大学, 2019.

    GUO Yongchang. Design theory and dynamic test method for large flow fast response safety valve[D]. Taiyuan: Taiyuan University of Technology, 2019.
    [8]
    张佳林. 吸能型防冲液压立柱缓冲特性研究[D]. 阜新: 辽宁工程技术大学, 2019.

    ZHANG Jialin. Study on impact resistance of energy-absorbing anti-impact hydraulic Column[D]. Fuxin: Liaoning Technical University, 2019.
    [9]
    王凯兴,潘一山. 冲击地压矿井等围岩与支护统一吸能防冲理论[J]. 岩石力学,2015,36(9):2585−2590.

    WANG Xingkai,PAN Yishan. An undified theory of energy absorption and anti-impact for surrounding rock and support in rock burst mine[J]. Rock and Soil Mechanics,2015,36(9):2585−2590.
    [10]
    潘一山,吕祥锋,李忠华. 吸能耦合支护模型在冲击地压巷道中应用研究[J]. 采矿与安全工程学报,2011,28(1):6−10.

    PAN Yishan,LYU Xiangfeng,LI Zhonghua. The model of energy-absorbing coupling support and its application in rock burst roadway[J]. Journal of Mining & Safety Engineering,2011,28(1):6−10.
    [11]
    潘一山,肖永惠,李忠华,等. 冲击地压矿井巷道支护理论研究及应用[J]. 煤炭学报,2014,39(2):222−228.

    PAN Yishan,XIAO Yonghui,LI Zhonghua,et al. Study of tunnel support theory of rockburst in coal mine and its application[J]. Journal of China Coal Society,2014,39(2):222−228.
    [12]
    杨巨文,唐 治,何 峰,等. 矿用扩径式吸能构件吸能防冲特性研究[J]. 振动与冲击,2015,34(8):134−138,143.

    YANG Juwen,TANG Zhi,HE Feng,et al. Energy absorption and anti-impact properties of mine diameter-expanding energy absorption components[J]. Journal of Vibration and Shock,2015,34(8):134−138,143.
    [13]
    唐 治,潘一山,朱小景,等. 自移式吸能防冲巷道超前支架设计与研究[J]. 煤炭学报,2016,41(4):1032−1037.

    TANG Zhi,PAN Yishan,ZHU Xiaojing,et al. Design and study of self-moving energy absorption and anti-impact roadway advanced support[J]. Journal of China Coal Society,2016,41(4):1032−1037.
    [14]
    高永新,谭 淼,谢 苗. 矿用缓冲吸能装置的优化与实验[J]. 煤炭学报,2020,45(9):3325−3332.

    GAO Yongxin,TAN Miao,XIE Miao. Improvement and experimental study of buffer energy absorption device for mine[J]. Journal of China Coal Society,2020,45(9):3325−3332.
    [15]
    WOJCIECHOWSKI K W. Two-dimensional isotropic system with a negative Poisson ratio[J]. Physics Letters A,1989,137(1/2):60−64.
    [16]
    苏继龙,吴金东,刘远力. 蜂窝结构力学超材料弹性及缓冲性能的研究进展[J]. 材料工程,2019,47(8):49−58.

    SU Jilong,WU Jindong,LIU Yuanli. Progress in elastic property and impact resistance of honeycomb structure mechanics metamaterial[J]. Journal of Materials Engineering,2019,47(8):49−58.
    [17]
    LIU Y,HU H. A review on auxetic structures and polymeric materials[J]. Scientific Research and Essays,2010,5(10):1052−1063.
    [18]
    SPADONI A,RUZZENE M,GONELLA S,et al. Phononic properties of hexagonal chiral lattices[J]. Wave Motion,2009,46(7):435−450. doi: 10.1016/j.wavemoti.2009.04.002
    [19]
    TEE K F,SPADONI A,SCARPA F,et al. Wave propagation in auxetic tetrachiral honeycombs[J]. Journal of Vibration and Acoustics,2010,132(3):1−8.
    [20]
    于相龙,周 济. 智能超材料研究与进展[J]. 材料工程,2016,44(7):119−128.

    YU Xianglong,ZHOU Ji. Research advance in smart metamaterials[J]. Journal of Materials Engineering,2016,44(7):119−128.
    [21]
    礼嵩明,蒋诗才,望咏林,等. “超材料”结构吸波复合材料技术研究[J]. 材料工程,2017,45(11):10−14.

    LI Songming,JIANG Shicai,WANG Yonglin,et al. Study on "Metamaterial" structural absorbing composite technology[J]. Journal of Materials Engineering,2017,45(11):10−14.

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