MECHANICAL PROPERTY AND ENGINEERING APPLICATION OF ANCHOR BOLT WITH CONSTANT RESISTANCE AND LARGE DEFORMATION
HE Manchao1,GUO Zhibiao1,2
(1. State Key Laboratory for Geomechanics and Deep Underground Engineering,China University of Mining and Technology,Beijing 100083,China;2. School of Mechanics and Civil Engineering,China University of Mining and Technology,
Beijing 100083,China)
Abstract:Traditional rigid anchor bolts allow the deformation of surrounding rock of roadway generally below 200 mm. The rigid anchor bolts often appear tensile failure because they can?t adapt to the large deformation of surrounding rock. A type of anchor bolts with constant resistance and large deformation was therefore manufatured,which can provide the constant resistance and stable deformation. This type of anchor bolt is mainly composed of a constant resistance device and an elastic rod,which is suitable for supporting the surrounding rock in soft rock or deep roadways to effectively control the engineering disaster of rock burst etc. The anchor bolts of constant resistance and large deformation were tested with an experimental system developed in house. The experimental results show that the maximum value of the accumulated deformation of the anchor bolts with constant resistance is up to 1 000 mm. Field tests were also performed in the roadway support of a typical deep and soft rock mine with good effect.
何满潮1,郭志飚1,2. 恒阻大变形锚杆力学特性及其工程应用[J]. 岩石力学与工程学报, 2014, 33(7): 1297-1308.
HE Manchao1,GUO Zhibiao1,2. MECHANICAL PROPERTY AND ENGINEERING APPLICATION OF ANCHOR BOLT WITH CONSTANT RESISTANCE AND LARGE DEFORMATION. , 2014, 33(7): 1297-1308.
[1] 何满潮,谢和平,彭苏萍,等. 深部开采岩体力学研究[J]. 岩石力学与工程学报,2005,24(16):2 803–2 813.(HE Manchao,XIE Heping,PENG Suping,et al. Study on rock mechanics in deep mining engineering[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(16):2 803–2 813.(in Chinese))
[2] 何满潮. 深部的概念体系及工程评价指标[J]. 岩石力学与工程学报,2005,24(16):2 854–2 858.(HE Manchao. Conception system and evaluation indexes for deep engineering[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(16):2 854–2 858.(in Chinese))
[3] 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(2):396–404.
[4] 虎维岳,何满潮. 深部煤炭资源及开发地质条件研究现状与发展趋势[M]. 北京:煤炭工业出版社,2008:1–25.(HU Weiyue,HE Manchao. Status and development trends of deep coal resources and development geological conditions[M]. Beijing:China Coal Industry Publishing House,2008:1–25.(in Chinese))
[5] WONG F S. Unertainties in FE modeling of slope stability[J]. Computers and Structures,1984,19(5):777–791.
[6] 李国琛,耶 那. 塑性大应变微结构力学[M]. 北京:科学出版社,1993:159–181.(LI Guochen,YE Na. Micro-structural mechanics of large plastic strain[M]. Beijing:Science Press,1993:159–181.(in Chinese))
[7] 赵本钧. 冲击地压及其防治[M]. 北京:煤炭工业出版社,1995:10–62.(ZHAO Benjun. Rockburst and prevention[M]. Beijing:China Coal Industry Publishing House,1995:10–62.(in Chinese))
[8] 林景云. 抚顺胜利矿的冲击地压[M]. 北京:煤炭工业出版社,1959:1–38.(LIN Jingyun. Rockburst of Shengli mine in Fushun[M]. Beijing:China Coal Industry Publishing House,1959:1–38.(in Chinese))
[9] 郭 然,潘长良,于润沧. 有岩爆倾向硬岩矿床采矿理论与技术[M]. 北京:冶金工业出版社,2003:3–24.(GUO ran,PAN Changliang,YU Runcang. Mining theory and technology of hard rock deposit with rockburst tendency[M]. Beijing:Metallurgical Industry Press,2003:3–24.(in Chinese))
[10] 钱七虎,王明洋. 高等防护结构计算理论[M]. 南京:江苏科学技术出版社,2009:316–359.(QIAN Qihu,WANG Mingyang. Calculation principle of protective structure[M]. Nanjing:Jiangsu Science and Technology Press,2009:316–359.(in Chinese))
[11] HOEK E,KAISER P K,BAWDEN W F. Support of underground excavation in hard rock[M]. Rotterdam:Balkema,1995:177–186.
[12] GUO Z B,YANG X J,BAI Y P,et al. Study on support strategies of Horsehead crossing roadway in soft rock of deep mine in Daqiang coal mine[J]. International Journal of Mining Science and Technology,2012,22(5):665–667.
[13] GUO Z B,GUO P Y,HUANG M H,et al. Stability control of gate groups in deep wells[J]. Mining Science and Technology,2010,22(2):254–259.
[14] 郭志飚,李 乾,王 炯. 深部软岩巷道锚网索–桁架耦合支护技术及工程应用[J]. 岩石力学与工程学报,2009,28(增2):3 914–3 919.(GUO Zhibiao,LI Qian,WANG Jiong. The steel mesh and anchor-truss coupling supporting technology and engineering applications of deep soft rock roadway[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(Supp.2):3 914–3 919.(in Chinese))
[15] GUO Z B,SHI J J,WANG J,et al. Double-directional control bolt support technology and engineering application at large span Y-type intersections in deep coal mines[J]. Mining Science and Technology,2009,19(2):155–159.
[16] 胡长对,王伟京,任国玺. 浅谈让压管锚杆的开发[J]. 矿山机械. 2009,37(16):52–53.(HU Changdui,WANG Weijing,REN Guoxi. Development of pressure pipe[J]. Mining and Processing Equipment,2009,37(16):52–53.(in Chinese))
[17] MCCREATH D R,KAISER P K. Current support practices in burst-prone ground,mining research directorate[R]. Sudbury:Laurentian University,1995.
[18] ANDERS A. Laboratory testing of a new type of energy absorbing rock bolt[J]. Tunnelling and Underground Space Technology,2005,20(4):291–330.
[19] ORTLEPP W D. The design of support for the containment of rock burst damage in tunnels-an engineering approach[C]// KAISER P K,MCCREATH D R,EDITOR S ed. Rock Support in Mining and Underground Construction. Rotterdam:Balkema,1992:593–609.
[20] JAGER A J. Two new support units for the control of rockburst damage[C]// Proceedings of the International Symposium on Rock Support. Sudbury:[s.n.],1992:621–631.
[21] LI C C,MARKLUND P I. Field tests of the cone bolts in the Boliden mines[C]// NILSEN B,HAMRE L,ROHDE J K G,et al. ed. Fjellsprengninsteknikk/ Bergmekanikk/ Geoteknikk. Oslo:Norsk Jord og Fjellteknisk Forbund,2004:12.
[22] SIMSER B. Modified cone bolt static and dynamic tests[R]. Quebec,Canada:Noranta Technology Centre Internal,2002.
[23] VARDEN R,LACHENICHT R,PLAYER J,et al. Development and implementation of the Garford dynamic bolt at the Kanowna Belle Mine[C]// The 10th Underground Operators? Conference. Launceston:Australian Centre for Geomechanics,2007:395–404.
[24] CHARETTE F,PLOUFFE M. Roofex-results of laboratory testing of a new concept of yieldable tendon[C]// POTVIN Y ed. Deep Mining? 07. Perth:Australian Centre for Geomechanics,2004:395–404.
[25] 何满潮,袁和生. 中国煤矿锚杆支护理论与实践[M]. 北京:科学出版社,2004:20–34.(HE Manchao,YUAN Hesheng. Chinese coal bolting theory and practice[M]. Beijing:Science Press,2004:20–34.(in Chinese))
[26] 张国锋,何满潮,俞学平,等. 白皎矿保护层沿空切顶成巷无煤柱开采技术研究[J]. 采矿与安全工程学报,2011,28(4):512–516.(ZHANG Guofeng,HE Manchao,YU Xueping,et al. Research on the technology of no-pillar mining with gob-side entry formed by advanced roof caving in the protective seam in Baijiao coal mine[J]. Journal of Mining and Safety Engineering,2011,28(4):512–516.(in Chinese))
[27] 何满潮,袁 越,王晓雷,等. 新疆中生代复合型软岩大变形控制技术及其应用[J]. 岩石力学与工程学报,2013,32(3):433–441.(HE Manchao,YUAN Yue,WANG Xiaolei,et al. Control technology for large deformation of mesozoic compound soft rock in Xinjiang and its application[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(3):433–441.(in Chinese))
[28] 李剑锋,赵建华. 极软岩巷恒阻大变形锚杆耦合支护技术研究[J]. 煤炭工程,2012,(7):27–29.(LI Jianfeng,ZHAO Jianhua. Study on coupling support technology of constant resistance and large deformation bolt in extremely soft rock roadway[J]. Coal,2012,(7): 27–29.(in Chinese))