• Chinese Core Periodicals
  • Chinese Core Journals of Science and Technology
  • RCCSE Chinese Authoritative Academic Journals
ZHAO Chengxing, LI Yingming. Stress Characteristics Analysis and Anchorage Mechanism of Pre-stressed Anchors Based on Surrounding Rock Deformation[J]. Safety in Coal Mines, 2020, 51(7): 234-238.
Citation: ZHAO Chengxing, LI Yingming. Stress Characteristics Analysis and Anchorage Mechanism of Pre-stressed Anchors Based on Surrounding Rock Deformation[J]. Safety in Coal Mines, 2020, 51(7): 234-238.

Stress Characteristics Analysis and Anchorage Mechanism of Pre-stressed Anchors Based on Surrounding Rock Deformation

More Information
  • Published Date: July 19, 2020
  • The stress distribution of pre-stressed anchors is analyzed under actual surrounding rock deformation conditions. The pre-stressed anchor-surrounding rock interaction model is established, and the axial and shear stress distributions of pre-stressed anchors are obtained, and the stress distribution of anchors is obtained. The results show that the factors affecting the axial force and shear stress distribution of the anchor are pre-tightening force, surrounding rock properties, anchor and anchoring agent parameters; in the absence of slip, the axial force of the free section is fixed, the axial force of the segment decreases to zero along the length of the anchor; while the shear stress of the free section of the anchor is almost zero, the shear stress at the beginning of the anchorage increases sharply to the maximum and then decays to zero along the length of the anchor. In the case of slippage, the axial force of the anchoring section needs to be corrected to obtain the stress distribution law of the anchor.
  • [1]
    苗国航.我国预应力岩土锚固技术的现状和发展[J].地质与勘探,2003,39(3):91-94.
    [2]
    康红普,姜铁明,高富强.预应力在锚杆支护中的作用[J].煤炭学报,2007,32(7):680-685.
    [3]
    康红普.煤矿预应力锚杆支护技术的发展与应用[J].煤矿开采,2011,16(3):25-31.
    [4]
    何思明,李新坡.预应力锚杆作用机制研究[J].岩石力学与工程学报,2006,25(9):1876-1880.
    [5]
    谢和平,高峰,鞠杨,等.深部开采的定量界定与分析[J].煤炭学报,2015,40(1):1-10.
    [6]
    卢爱红,徐金海,胡善超.预紧力对锚杆锚固系统横向振动频率的影响分析[J].采矿与安全工程学报,2017,34(4):684-688.
    [7]
    何富连,施伟,武精科.预应力锚杆加长锚固应力分布规律分析[J].煤矿安全,2016,47(1):212-215.
    [8]
    郭涛,李鹏飞,骆凡.煤矿巷道预应力锚杆支护技术研究[J].煤炭技术,2016,35(7):41-42.
    [9]
    向治全,赵玉成,刘命元,等.预应力锚杆锚固支护下巷道成拱的机理分析[J].煤矿安全,2011,42(12):141-144.
    [10]
    王洪涛,王琦,王富奇,等.不同锚固长度下巷道锚杆力学效应分析及应用[J].煤炭学报,2015,40(3):509-515.
    [11]
    GUO X, MAO X, MA C, et al. Bolt support mechanism based on elastic theory[J]. International Journal of Mining Science and Technology, 2013, 23(4): 469-474.
    [12]
    康红普,姜鹏飞,蔡嘉芳.锚杆支护应力场测试与分析[J].煤炭学报,2014,39(8):1521-1529.
    [13]
    周辉,徐荣超,张传庆,等.预应力锚杆内锚固段长度效应研究[J].岩土力学,2015,36(9):2688-2694.
    [14]
    赵亚军,杨勇,贺龙,等.高预应力锚杆的加固拱理论数值模拟[J].煤矿安全,2014,45(9):47-50.
    [15]
    谷拴成,丁潇.考虑围岩离层影响的端部锚固锚杆荷载分析及其支护设计[J].采矿与安全工程学报,2015,32(5):760-764.
    [16]
    侯朝炯.巷道围岩控制[M].徐州:中国矿业大学出版社,2013.
    [17]
    Cai Y, Esaki T, Jiang Y J. An analytical model to predict axial load in grouted rock bolt for soft rock tunneling[J]. Tunnelling and Underground Space Technology, 2004, 19: 607-618.
    [18]
    ODA H, ZHANG M L, SKIMAYANMA M. Study on load-dispersive anchorage and shear stress in surrounding soils[C]//proceedings of International conference on Application and Development of Rock-soil Anchoring Technology. Liuzhou:[s. n.], 1997: 237.
    [19]
    周浩,肖明,陈俊涛.大型地下洞室全长黏结式岩石锚杆锚固机制研究及锚固效应分析[J].岩土力学,2016,37(5):1503-1511.
    [20]
    陆士良,付国彬,汤雷.采动巷道岩体变形与锚杆锚固力变化规律[J].中国矿业大学学报,1999,28(3):201-203.
    [21]
    OBERT L, DUVALL W I. Rock mechanics and the design of structure in rock[M]. New York: John Wiley & Sons, 1967: 154-159.
  • Related Articles

    [1]SHI Shuhan, WANG Qingfeng, XIN Dezhong, CHEN Hang, WAN Jun, CUI Xiaochao, WANG Xing. Simulation of colloidal slip with double friction force in automatic directional drilling[J]. Safety in Coal Mines, 2024, 55(10): 236-243. DOI: 10.13347/j.cnki.mkaq.20231644
    [2]CHEN Jian, WANG Li, WANG Yong, DOU Xuqian, JIE Zhizai, CHEN Hongyan, LI Mingqiang. Stick-slip vibration characteristic of PDC bit cutting composite strata based on discrete element method[J]. Safety in Coal Mines, 2023, 54(11): 210-217. DOI: 10.13347/j.cnki.mkaq.2023.11.028
    [3]WANG Minhua1. Dynamic analysis of coal stick-slip impact based on physical information neural network[J]. Safety in Coal Mines, 2023, 54(7): 59-68.
    [4]WANG Siyi. Mechanism and solutions of stick-slip vibration of near-horizontal directional drilling in underground coal mine[J]. Safety in Coal Mines, 2022, 53(6): 131-136.
    [5]SUN Shiguo, JIA Xinxin, XIAO Jian. Research on slope stability of Fushun West Open-pit Mine based on global critical slip field technology[J]. Safety in Coal Mines, 2022, 53(1): 232-236.
    [6]DING Minjie, GUO Pengfei, PENG Yanyan. Simulation study on slip failure of roadway surrounding rocks containing weak layer[J]. Safety in Coal Mines, 2021, 52(7): 237-244.
    [7]NAN Hua, WANG Shuai, WANG Jinrui, LUO Ming. Experimental study on preventing slippage failure of resin bolt in coal roadway by backfilling with enlarged bottom[J]. Safety in Coal Mines, 2021, 52(2): 54-62.
    [8]ZHUO Xiande, CUI Wei. Numerical Simulation on High-strength Pre-stressing Force Support for Roadway Surrounding Rock Based on FLAC3D[J]. Safety in Coal Mines, 2016, 47(9): 210-212,216.
    [9]LI Huahua, ZHAO Hongbao, ZUO Jianping. Numerical Simulation of Recognition of Potential Slip Surface in Open-pit Slope[J]. Safety in Coal Mines, 2014, 45(6): 211-214.
    [10]WANG Jun-yu, WANG Hai-tao, ZHU Xiu-dong. Application of Combined Slip Support in Complex Roof Support[J]. Safety in Coal Mines, 2013, 44(12): 141-142.

Catalog

    Article views (25) PDF downloads (0) Cited by()

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return