Analysis of eccentric resin anchoring characteristics for cable bolts and the design of pushing and limiting device for resin cartridges
HE Deyin1,LIU Shaowei1,2,JIA Housheng1,FU Mengxiong1,JIA Lianxin3,ZHANG Ying4
(1. School of Energy Science and Engineering,Henan Polytechnic University,Jiaozuo,Henan 454003,China;
2. Collaborative Innovation Center of Coal Work Safety and Clean High Efficiency Utilization,Jiaozuo,Henan 454003,China;
3. China Energy Shendong Co.,Ltd. Corporation,Shenmu,Shaanxi 719315,China;4. Zhongyun International Engineering Co.,Ltd.,Zhengzhou,Henan 450000,China)
Abstract:The anchoring eccentricity of cable bolts is a common in geotechnical and underground support engineering,which has a certain adverse effect on the working performance of the anchoring system. Through theoretical analysis and laboratory experiments,the influence mechanism of the anchoring eccentricity problem was preliminarily explored,and the influence characteristics of the eccentricity on the anchorage performance of the cable bolt were clarified. Based on the self-developed pushing and limiting device of resin cartridges,the control method of the anchoring eccentricity problem of the cable bolt was effectively explored. The results show that the shear stress and displacement distribution at the interface of resin-surrounding rock are unbalanced when the cable bolt is anchored eccentrically. It is easy to cause the failure of the resin-surrounding rock interface area on the near side of the cable bolt because the shear stress and displacement bearing limit are reached,thereby weakening the bearing performance of the cable bolt anchoring system. The anchoring eccentricity degree is negatively correlated with the pull-out resistance of the cable bolt anchored specimen as a whole,and the anchoring eccentricity will have a more significant impact when it is severe. The pushing and limiting device of resin cartridges can provide effective restraint for the cable bolt during the stirring stage of the resin,so that the cable bolt can be kept approximately in the central area of the borehole,thereby ensuring that the cable bolt has a good centering effect after anchoring. The actual working effect of the device has been effectively verified by laboratory experiments. The research increases the understanding of the influence mechanism of the anchoring eccentricity problem of the cable bolt,and conducts innovative attempts to solve the problem,which is helpful to further ensure and improve the resin anchoring effect of the cable bolt.
贺德印1,刘少伟1,2,贾后省1,付孟雄1,贾连鑫3,张 英4. 锚索偏心树脂锚固特征分析及锚固剂推送限位装置设计[J]. 岩石力学与工程学报, 2023, 42(3): 708-723.
HE Deyin1,LIU Shaowei1,2,JIA Housheng1,FU Mengxiong1,JIA Lianxin3,ZHANG Ying4. Analysis of eccentric resin anchoring characteristics for cable bolts and the design of pushing and limiting device for resin cartridges. , 2023, 42(3): 708-723.
[1] 单仁亮,彭杨皓,孔祥松,等. 国内外煤巷支护技术研究进展[J]. 岩石力学与工程学报,2019,38(12):2 377–2 403.(SHANG Renliang,PENG Yanghao,KONG Xiangsong,et al. Research progress of coal roadway support technology at home and abroad[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(12):2 377–2 403.(in Chinese))
[2] ZHU C X,CHANG X,MEN Y D,et al. Modeling of grout crack of rockbolt grouted system[J]. International Journal of Mining Science and Technology,2015,25:73–77.
[3] MA S Q,NEMCIK J,AZIZ N. An analytical model of fully grouted rock bolts subjected to tensile load[J]. Construction and Building Materials,2013,49:519–526.
[4] 刘少伟,付孟雄,贾后省,等. 煤矿巷道底板锚固孔钻渣尺寸特征实验研究[J]. 岩石力学与工程学报,2020,39(7):1 343–1 355. (LIU Shaowei,FU Mengxiong,JIA Housheng,et al. Experimental study on the size characteristics of rock fragments during borehole drilling in coal mine roadway floors[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(7):1 343–1 355.(in Chinese))
[5] 吴德兴,汪 波,孙 钧,等. 新型锚杆支护技术与工程实践[M].上海:上海科学技术出版社,2020:10–112.(WU Dexing,WANG Bo,SUN Jun,et al. New roof bolt technology and engineering practice[M]. Shanghai:Shanghai Science and Technology Press,2020:10–112.(in Chinese))
[6] 刘少伟,崔 磊,马念杰,等. 螺纹钢锚杆楔形端部搅拌树脂锚固剂运移特征及锚固实验[J]. 岩石力学与工程学报,2022,41(1):40–52.(LIU Shaowei,CUI Lei,MA Nianjie,et al. Flow characteristics of stirring resin at wedge end of bolts and anchorage test[J]. Chinese Journal of Rock Mechanics and Engineering,2022,41(1):40–52.(in Chinese))
[7] 刘学生,武允昊,谭云亮,等. 锚杆抗疲劳性能对深部动载扰动硐室围岩稳定性影响[J]. 中国矿业大学学报,2021,50(3):449–458.(LIU Xuesheng,WU Yunhao,TAN Yunliang,et al. Influence of bolt fatigue resistance on the surrounding rock stability of deep chamber disturbed by dynamic loads[J]. Journal of China University of Mining and Technology,2021,50(3):449–458.(in Chinese))
[8] 陈湘生,徐志豪,包小华,等. 中国隧道建设面临的若干挑战与技术突破[J]. 中国公路学报,2020,33(12):1–14.(CHEN Xiangsheng,XU Zhihao,BAO Xiaohua,et al. Challenges and technological breakthroughs in tunnel construction in China[J]. China Journal of Highway and Transport,2020,33(12):1–14.(in Chinese))
[9] HYETT A J,BAWDEN W F,MACSPORRAN G R,et al. A constitutive law for bond failure of fully-grouted cable bolts using a modified hoek cell[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1995,32(1):11–36.
[10] 尤春安. 锚固系统应力传递机制理论及应用研究[博士学位论文][D]. 青岛:山东科技大学,2004.(YOU Chun?an. Study on the theory and application of stress transfer mechanism of anchorage system[Ph. D. Thesis][D]. Qingdao:Shandong University of Science and Technology,2004.(in Chinese))
[11] 刘宇鹏,夏才初,吴福宝,等. 高地应力软岩隧道长、短锚杆联合支护技术研究[J]. 岩石力学与工程学报,2020,39(1):105–114.(LIU Yupeng,XIA Caichu,WU Fubao,et al. A combined support technology of long and short bolts of soft rock tunnels under high ground stresses[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(1):105–114.(in Chinese))
[12] LI D Q,MASOUMIA H,SAYDAMA S,et al. A constitutive model for load-displacement performance of modified cable bolts[J]. Tunnelling and Underground Space Technology,2017,68:95–105.
[13] CHEN J H,SAYDAM S,HAGAN P C. Numerical simulation of the pull-out behaviour of fully grouted cable bolts[J]. Construction and Building Materials,2018,191:1 148–1 158.
[14] 冯晓巍. 全长锚固系统失效机制及耐久性探究[博士学位论文][D]. 徐州:中国矿业大学,2017.(FENG Xiaowei. Failure mechanism and durability exploration for fully bonded bolting system[Ph. D. Thesis][D]. Xuzhou:China University of Mining and Technology,2017.(in Chinese))
[15] SHI H,SONG L,ZHANG H Q,et al,Experimental and numerical studies on progressive debonding of grouted rock bolts[J]. International Journal of Mining Science and Technology,2022,32(1):63–74.
[16] SHANG J,YOKOTA Y,ZHAO Z,et al. DEM simulation of mortar-bolt interface behaviour subjected to shearing[J]. Construction and Building Materials,2018,185:120–137.
[17] 康红普,林 健,吴拥政,等. 锚杆构件力学性能及匹配性[J]. 煤炭学报,2015,40(1):11–23.(KANG Hongpu,LIN Jian,WU Yongzheng,et al. Mechanical performances and compatibility of rock bolt components[J]. Journal of China Coal Society,2015,40(1):11–23.(in Chinese))
[18] 吴拥政. 锚杆附件力学性能匹配性研究[J]. 煤炭科学技术,2021,49(4);95–102.(WU Yongzheng.Study on mechanical properties and compatibility of bolt components[J]. Coal Science and Technology,2021,49(4):95–102.(in Chinese))
[19] 张小康,王连国,吴 宇,等. 高强让压锚杆支护效果数值模拟研究[J]. 采矿与安全工程学报,2008,(1):46–49.(ZHANG Xiaokang,WANG Lianguo,WU Yu,et al. Numerical simulation of support with high-strength yielding bolt[J]. Journal of Mining and Safety Engineering,2008,(1):46–49.(in Chinese))
[20] CAO C,REN T,ZHANG Y D,et al. Experimental investigation of the effect of grout with additive in improving ground support[J]. International Journal of Rock Mechanics and Mining Sciences,2016,85:52–59.
[21] 贾后省,王璐瑶,刘少伟,等. 巷道含水软岩顶板锚索树脂锚固增效方法[J]. 岩石力学与工程学报,2019,38(5):938–947.(JIA Housheng,WANG Luyao,LIU Shaowei,et al. A method for improving the anchorage effect of the resin-anchored cable bolts inroadway roof with water-bearing soft rock[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(5):938–947.(in Chinese))
[22] FENG X W,XUE F,JIANG W J,et al. Re-think of solving the gloving problem in bolting systems by adulterating steel particles[J]. Construction and Building Materials,2021,268:121179.
[23] 刘少伟,贺德印,付孟雄,等. 树脂锚固剂搅拌过程仿真及高效搅拌构件优化实验[J]. 煤炭学报,2020,45(9):3 073–3 086.(LIU Shaowei,HE Deyin,FU Mengxiong,et al. Numerical simulation of mixing process of resin grout and optimization experiment of high-efficiency mixing component[J]. Journal of China Coal Society,2020,45(9):3 073–3 086.(in Chinese))
[24] 贺德印. 树脂锚固剂搅拌定向导升机制与装置设计[硕士学位论文][D]. 焦作:河南理工大学,2020.(HE Deyin. Mechanism of the orientation-lifting of the resin grout mixing and the device design[M. S. Thesis][D]. Jiaozuo:Henan Polytechnic University,2020.(in Chinese))
[25] LIU S W,HE D Y,FU M X. Experimental investigation of surrounding-rock anchoring synergistic component for bolt support in tunnels[J]. Tunnelling and Underground Space Technology,2020,104:103531.
[26] JIA H S,WANG Y W,LIU S W,et al. Experimental study of stirring and resin-blocking devices for improving the performance of resin-anchored cable bolts[J]. Rock Mechanics and Rock Engineering,2021,54:3 995–4 008.
[27] CROMPTON B R,SHEPPARD J. A practical design approach for an improved resin-anchored tendon[J]. The Southern African Insitute of Mining and Metallurgy,2020,120:7–13.
[28] HE M C,GONG W L,WANG J,et al. Development of a novel energy-absorbing bolt with extraordinarily large elongation and constant resistance[J]. International Journal of Rock Mechanics and Mining Sciences,2014,67:29–42.
[29] HAO Y,WU Y,RANJITH P G,et al. A novel energy-absorbing rock bolt with high constant working resistance and long elongation:Principle and static pull-out test[J]. Construction and Building Materials,2020,243:118231.
[30] 高明仕,杨青松,赵一超,等. 高应力大变形巷道让压锚索支护技术及装置研制[J]. 采矿与安全工程学报,2016,33(1):7–11.(GAO Mingshi,YANG Qingsong,ZHAO Yichao,et al. Support technology and device development of yield cables for the high stress and large deformation roadway[J]. Journal of Mining and Safety Engineering,2016,33(1):7–11.(in Chinese))
[31] 王 炯,张正俊,朱天赐,等. 恒阻大变形锚索支护巷道变形机制模型试验研究[J]. 岩石力学与工程学报,2020,39(5):927–937.(WANG Jiong,ZHANG Zhengjun,ZHU Tianci,et al. Model test study on deformation mechanisms of roadways supported by constant resistance and large deformation anchor cables[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(5):927–937.(in Chinese))
[32] 胡 杰,李兆华,冯吉利,等. 恒阻大变形锚索弹塑性解析模型及数值分析[J]. 岩石力学与工程学报,2019,38(增2):3 565–3 574. (HU Jie,LI Zhaohua,FENG Jili,et al. Analytical model of elasto-plastic and numeric analysis for the constant resistance large deformation(NPR) cable[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(Supp.2):3 565–3 574.(in Chinese))
[33] 韩 军,张 明,张怀东,等.大变形巷道螺纹钢锚杆优化设计及应用研究[J]. 中国矿业大学学报,2019,48(4):727–734.(HAN Jun,ZHANG Ming,ZHANG Huaidong,et al. Rebar bolt optimization for large deformational roadways with application case[J]. Journal of China University of Mining and Technology,2019,48(4):727–734.(in Chinese))
[34] LI C C. A new energy-absorbing bolt for rock support in high stress rock masses[J]. International Journal of Rock Mechanics and Mining Sciences,2010,47(3):396–404.
[35] CHEN L B,SHENG G,CHEN G. Investigation of impact dynamics of roof bolting with passive friction control[J]. International Journal of Rock Mechanics and Mining Sciences,2014,70:559–568.
[36] DAI L P,PAN Y S,WANG A W. Study of the energy absorption performance of an axial splitting component for anchor bolts under static loading[J]. Tunnelling and Underground Space Technology,2018,81:176–186.
[37] SHARIFZADEH M,LOU J F,CROMPTON B. Dynamic performance of energy-absorbing rockbolts based on laboratory test results. Part I:Evolution,deformation mechanisms,dynamic performance and classification[J]. Tunnelling and Underground Space Technology,2020,105:103510.
[38] FENG G,LI W G,DOU L M,et al. Applicability of energy-absorbing support system for rockburst prevention in underground roadways[J]. International Journal of Rock Mechanics and Mining Sciences,2020,132:104396.
[39] 乔 兰,周 明,杨建明,等. 高阻尼橡胶用于岩石动载冲击防护的吸能特性试验研究[J]. 岩石力学与工程学报,2018,37(4):961–968.(QIAO Lan,ZHOU Ming,YANG Jianming,et al. Experimental study on energy absorption of high damping rubber for rock under dynamic loads[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(4):961–968.(in Chinese))
[40] 康红普,崔千里,胡 滨,等. 树脂锚杆锚固性能及影响因素分析[J]. 煤炭学报,2014,39(1):1–10.(KANG Hongpu,CUI Qianli,HU Bin,et al. Analysis of anchorage properties and affecting factors of resin bolts[J]. Journal of China Coal Society,2014,39(1):1–10.(in Chinese))
[41] 胡 滨,林 健,姜鹏飞. 锚固剂环形厚度对树脂锚杆锚固性能影响的研究[J]. 煤矿开采,2011,16(4):20–22.(HU Bin,LIN Jian,JIANG Pengfei. Influence of ring thickness of anchored agent on anchored quality of resin anchored bolt[J]. Coal mining Technology,2011,16(4):20–22.(in Chinese))
[42] HE D Y,LIU S W,FU M X,et al. Experimental study on resin-anchored bolt concentricity including a device for more consistent bolt centering[J]. International Journal of Rock Mechanics and Mining Sciences,2021,148:104962.
[43] ZUO J P,WEN J H,LI Y D,et al. Investigation on the interaction mechanism and failure behavior between bolt and rock-like mass[J]. Tunnelling and Underground Space Technology,2019,93:103070.
[44] 李怀珍. 煤巷非全长锚固单元体锚杆滑移脱黏机制及应用研究[博士学位论文][D]. 徐州:中国矿业大学,2018.(LI Huaizhen. Research on Slipping Mechanism of bolt in non full length anchorage unit and engineering application[Ph. D. Thesis][D]. Xuzhou:China University of Mining and Technology,2018.(in Chinese))
[45] 张爱民. 锚杆内锚固段锚固特性及软岩锚固结构研究[硕士学位论文][D]. 长沙:中南大学,2009.(ZHANG Aimin. Study on anchoring characters of interior bond section and anchoring structure for soft rock within bolt[M. S. Thesis][D]. Changsha:Central South University,2009.(in Chinese))
[46] 张爱民,胡毅夫. 压力型锚杆锚固段锚固效应特性分析[J]. 岩土工程学报,2009,31(2):271–275.(ZHANG Aimin,HU Yifu. Anchoring effect of pressure-type anchor rods on anchored section[J]. Chinese Journal of Geotechnical Engineering,2009,31(2):271–275.(in Chinese))