深部巷道钢管混凝土支架承载性能研究进展
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摘要
为掌握钢管混凝土支架承载性能的研究动态,从轴压构件、纯弯构件、偏压构件以及整体支架4个方面系统梳理了钢管混凝土支架承载性能室内试验、计算理论和数值研究的发展现状.在此基础上,详细分析了钢管混凝土支架的现场实践进展.最后,探讨了存在的不足及需要解决的若干关键技术问题.研究表明:支架承载性能研究较为系统,取得了较好的实践效果,初步形成了支架支护技术框架;通过在短柱承载力的基础上引入折减系数来计算支架整体承载力,但折减系数的取值依据不明确;除支架整体试验外,其他试验不能准确反映支架在巷道中的真实受力,后期应重点开展偏压承载试验;现有数值模拟方法不能有效揭示支架的破坏机制,套管接头以及材料间的界面模拟方法需要进一步研究;支架设计理论仍以实际经验为主,尚需考虑围岩、其他支护方式与支架之间的耦合作用机理,完善设计方法.
To know the research state of load-bearing ability of steel tube confined concrete supports well,firstly,the development present situation was analyzed from the aspects of laboratory experiment,theoretical analysis and numerical simulation for axial compressed member,bent member,eccentrically compressed member and the whole support;and secondly,the status of field practice for steel tube confined concrete supports was sorted.Finally,some existent limitations and important technical problems need to be solved were clarified.The results show that:the study is comparatively systematic and the support is applied to some projects well,forming corresponding supporting technology system;It calculates the bearing capacity of the support by considering reduction coefficient based on the bearing capacity of concrete-filledsteel tubular stub column.However,the value basis of the reduction coefficient is not clear.Except the whole support experiments,the real force state of the support cannot be reflected by the other experiments.So,the eccentric loading experiments are important work in future.The existed numerical methods cannot reflect the failure mechanism of the support effectively,and the cannula connection and interface between different materials need to be researched further.It is not perfect for design theory of the support because it is stilled based on practical experience.And,the coupled action mechanisms between support,surrounding rock and other support methods should be considered.
To know the research state of load-bearing ability of steel tube confined concrete supports well,firstly,the development present situation was analyzed from the aspects of laboratory experiment,theoretical analysis and numerical simulation for axial compressed member,bent member,eccentrically compressed member and the whole support;and secondly,the status of field practice for steel tube confined concrete supports was sorted.Finally,some existent limitations and important technical problems need to be solved were clarified.The results show that:the study is comparatively systematic and the support is applied to some projects well,forming corresponding supporting technology system;It calculates the bearing capacity of the support by considering reduction coefficient based on the bearing capacity of concrete-filledsteel tubular stub column.However,the value basis of the reduction coefficient is not clear.Except the whole support experiments,the real force state of the support cannot be reflected by the other experiments.So,the eccentric loading experiments are important work in future.The existed numerical methods cannot reflect the failure mechanism of the support effectively,and the cannula connection and interface between different materials need to be researched further.It is not perfect for design theory of the support because it is stilled based on practical experience.And,the coupled action mechanisms between support,surrounding rock and other support methods should be considered.
引文
[1]侯朝炯,勾攀峰.巷道锚杆支护围岩强度强化机理研究[J].岩石力学与工程学报,2000,19(3):342-345.HOU Chaojiong,GOU Panfeng.Mechanism study on strength enhancement for the rocks surrounding roadway supported by bolt[J].Chinese Journal of Rock Mechanics and Engineering,2000,19(3):342-345.
[2]侯朝炯,柏建彪,张农,等.困难复杂条件下的煤巷锚杆支护[J].岩土工程学报,2001,23(1):84-88.HOU Chaojiong,BAI Jianbiao,ZHANG Nong,et al.Coal roadway bolting under difficult and complex conditions[J].Chinese Journal of Geotechnical Engineering,2001,23(1):84-88.
[3]康红普.煤巷锚杆支护成套技术研究与实践[J].岩石力学与工程学报,2005,24(21):3959-3964.KANG Hongpu.Study and application of complete rock bolting technology to coal roadway[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(21):3959-3964.
[4]柏建彪,侯朝炯.深部巷道围岩控制原理与应用研究[J].中国矿业大学学报,2006,35(2):145-148.BAI Jianbiao,HOU Chaojiong.Control Principle of Surrounding Rocks in Deep Roadway and Its Application[J].Journal of China University of Mining&Technology,2006,35(2):145-148.
[5]康红普,王金华,林健.煤矿巷道支护技术的研究与应用[J].煤炭学报,2010,35(11):1809-1814.KANG Hongpu,WANG Jinhua,LIN Jian.Study and applications of roadway support techniques for coal mines[J].Journal of China Coal Society,2010,35(11):1809-1814.
[6]康红普,王金华,林健.煤矿巷道锚杆支护应用实例分析[J].岩石力学与工程学报,2010,29(4):649-664.KANG Hongpu,WANG Jinhua,LIN Jian.Case studies of rock bolting in coal mine roadways[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(4):649-664.
[7]张农,王保贵,郑西贵,等.千米深井软岩巷道二次支护中的注浆加固效果分析[J].煤炭科学技术,2010,38(5):34-39.ZHANG Nong,WANG Baogui,ZHENG Xigui,et al.Analysis on grouting reinforcement results in secondary support of soft rock roadway in kilometer deep mine[J].Coal Science and Technology,2010,38(5):34-39.
[8]刘建庄,张农,郑西贵,等.U型钢支架偏纵向受力及屈曲破坏分析[J].煤炭学报,2011,36(10):1647-1652.LIU Jianzhuang,ZHANG Nong,ZHENG Xigui,et al.Research on buckling failure mechanism of U type steel support loaded deviating longitudinally[J].Journal of China Coal Society,2011,36(10):1647-1652.
[9]张凯,张勃阳,吴宇.不同服务期煤矿巷道锚杆的受力特征[J].中国矿业大学学报,2013,42(6):941-947.ZHANG Kai,ZHANG Boyang,WU Yu.The axial force of rock bolts in roadways during different mining stages[J].Journal of China University of Ming&Technology,2013,42(6):941-947.
[10] KANG Hongpu.Support technologies for deep and complex roadways in underground coal mines:A review[J].International Journal of Coal Science&Technology,2014,1(3):261-277.
[11]何满潮.深部软岩工程的研究进展与挑战[J].煤炭学报,2014,39(8):1409-1417.HE Manchao.Progress and challenges of soft rock engineering in depth[J].Journal of China Coal Society,2014,39(8):1409-1417.
[12]谢生荣,谢国强,何尚森,等.深部软岩巷道锚喷注强化承压拱支护机理及其应用[J].煤炭学报,2014,39(3):404-409.XIE Shengrong,XIE Guoqiang,HE Shangsen,et al.Anchor-spray-injection strengthened bearing arch supporting mechanism of deep soft rock roadway and its application[J].Journal of China Coal Society,2014,39(3):404-409.
[13]康红普.我国煤矿巷道锚杆支护技术发展60年及展望[J].中国矿业大学学报,2016,45(6):1071-1081.KANG Hongpu.Sixty years development and prospects of rock bolting technology for underground coal mine roadways in China[J].Journal of China University of Ming&Technology,2016,45(6):1071-1081.
[14] CHEN Yanlong,MENG Qingbin,XU Guang,et al.Bolt-grouting combined support technology in deep soft rock roadway[J].International Journal of Mining Science and Technology,2016,26(5):777-785.
[15]阚甲广,张农,刘宁宁,等.断层对U型钢支架承载性能影响规律研究[J].中国矿业大学学报,2018,47(1):121-128.KAN Jiaguang,ZHANG Nong,LIU Ningning,et al.Research on bearing capacity of U-shape steel frame under the influence of fault[J].Journal of China University of Ming&Technology,2018,47(1):121-128.
[16]李为腾,李术才,玄超,等.高应力软岩巷道支护失效机制及控制研究[J].岩石力学与工程学报,2015,34(9):1836-1848.LI Weiteng,LI Shucai,XUAN Chao,et al.Failure mechanism of high stress soft rock roadway support and its control[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(9):1836-1848.
[17] KLOPPEL V K,GODER W.An investigation of the load carrying capacity of concrete-filled steel tubes and development of design formula[J].Der stahlbau,1957,26(1):1-10.
[18]符华兴.钢管混凝支撑在不良地质隧道中的应用[J].铁道标准设计通讯,1984,28(3):11-15.FU Huaxing.Application of concrete filled steel arch in tunnel with unfavorable geology[J].Railway Standard Design Communication,1984,28(3):11-15.
[19]谷拴成,刘皓东.钢管混凝土拱架在地铁隧道中的应用研究[J].铁道建筑,2009,12:56-60.GU Shuangcheng,LIU Haodong.Applied research on concrete filled steel tube support of subway tunnel[J].Railway Engineering,2009,12:56-60.
[20]蔡绍怀,焦占栓.钢管混凝土短柱的基本性能和强度计算[J].建筑结构学报,1984,6(12):13-28.CAI Shaohuai,JIAO Zhanshuan.Behavior and ultimate strength of short concrete-filled steel tubular columns[J].Journal of Building Structures,1984,6(12):13-28.
[21]韩林海.钢管混凝土结构-理论与实践[M].北京:科学出版社,2004:18-79.HAN Linhai.Theoretical analysis of steel tube confined concrete structhres and its application[M].Beijing:The Science Publishing Company,2004:18-79.
[22]韩林海,杨有福.现代钢管混凝土结构技术:第二版[M].北京:中国建筑工业出版社,2007:16-82.HAN Linhai,YANG Youfu.Modern steel tube confined concrete structures technology:Second Edition[M].Beijing:China Architecture&Building Press,2007:16-82.
[23]钟善桐.钢管混凝土结构[M].哈尔滨:黑龙江科学技术出版社,1994:34-64.ZHONG Shantong.The concrete-filled steel tubular structures[M].Harbin:Heilongjiang Science and Technology Press,1994:34-64.
[24]钟善桐.高层钢管混凝土结构[M].哈尔滨:黑龙江科学技术出版社,1999:16-75.ZHONG Shantong.High-rise concrete-filled steel tubular structures[M].Harbin:Heilongjiang Science and Technology Press,1999:16-75.
[25]张耀春,王秋萍,毛小勇,等.薄壁钢管混凝土短柱轴压力学性能试验研究[J].建筑结构,2005,35(1):22-27.ZHANG Yaochun,WANG Qiuping,MAO Xiaoyong,et al.Experimental study on the mechanical capability of columns of concrete-filled thin-walled steel tube[J].Building Structures,2005,35(1):22-27.
[26]张耀春,许辉,曹宝珠.薄壁钢管混凝土长柱轴压性能试验研究[J].建筑结构,2005,35(1):28-31.ZHANG Yaochun,XU Hui,CAO Baozhu.Experimental Research on Static Behavior of Axially Loaded Long Column of Concrete-filled Thin-walled Steel Tube[J].Building Structure,2005,35(1):28-31.
[27]李学彬.钢管混凝土支架强度与巷道承压环强化支护理论研究[D].北京:中国矿业大学,2012:69-86.LI Xuebin.Steel tube compression confined concrete strength and the roadway ring enhanced support theory[D].Beijing:China University of Mining&Technology,2012:69-86.
[28]黄万朋.深井巷道非对称变形机理与围岩流变及扰动变形控制研究[D].北京:中国矿业大学,2012:83-107.HUANG Wanpeng.Analysis on the laws of deep tunnels asymmetric deformation and control technology of surrounding rock’s rheological and disturbed deformation[D].Beijing:China University of Mining&Technology,2012:83-107.
[29]刘国磊.钢管混凝土支架性能与软岩巷道承压环强化支护理论研究[D].北京:中国矿业大学,2013:13-67.LIU Guolei.Research on steel tube confined concrete supports capability and soft rock roadway compression ring strengthening supporting theory[D].Beijing:China University of Mining&Technology,2013:13-67.
[30]王军.钢管混凝土圆弧拱的抗弯力学性能实验研究与工程应用[D].北京:中国矿业大学,2014:13-41.WANG Jun.Research on mechanical properties of anti-bending for concrete filled steel tube circular arch and its application[D].Beijing:China University of Mining&Technology,2014:13-41.
[31]何晓升.压弯状态下钢管混凝土圆弧拱的工作机理与应用研究[D].北京:中国矿业大学,2016:13-36.HE Xiaosheng.Research on application and behavior of concrete-filled steel tubes arch under bending state[D].Beijing:China University of Mining&Technology,2016:13-36.
[32]李智.深部巷道U型钢约束混凝土拱架力学性能研究及应用[D].济南:山东大学,2013:10-40.LI Zhi.Study on mechanical properties of u-type confined concrete arch centering and its application in deep roadway[D].Jinan:Shandong University,2013:10-40.
[33]李为腾,王琦,王德超,等.矿用U型钢约束混凝土拱架轴压短柱试验研究及应用[J].采矿与安全工程学报,2014,31(1):1-9.LI Weiteng,WANG Qi,WANG Dechao,et al.Experimental study on short columns under axial load of U-type confined concrete arch centeringand its application in mine[J].Journal of Mining&Safety Engineering,2014,31(1):1-9.
[34]蔡绍怀.现代钢管混凝土结构[M].北京:人民交通出版社,2003:68-96.CAI Shaohuai.Modern steel tube confined concrete structures[M].Beijing:China Communications Press,2003:68-96.
[35]王波.软岩巷道变形机理分析与钢管混凝土支架支护技术研究[D].北京:中国矿业大学,2009:47-63.WANG Bo.Analysis on the laws of tunnel deformation in soft rock and the supporting technology of concrete-filled steel tube support[D].Beijing:China University of Mining&Technology,2009:47-63.
[36]李为腾.深部软岩巷道承载结构失效机理及定量让压约束混凝土拱架支护体系研究[D].济南:山东大学,2014:47-230.LI Weiteng.Failure mechanism of deep soft roadway bearing structure and quantitative yieldable confined concrete arch support system[D].Jinan:Shandong University,2014:47-230.
[37]江贝.超大断面隧道软弱围岩约束混凝土控制机理及应用研究[D].济南:山东大学,2016:127-265.JIANG Bei.Control mechanism and application of confined concrete for super large section tunnel on weak surrounding rock[D].Jinan:Shandong University,2016:127-265.
[38]曲广龙.钢管混凝土支架结构抗弯性能研究及应用[D].北京:中国矿业大学,2013:25-108.QU Guanglong.Research on flexural performance of concrete-filled steel tubular support and its Application[D].Beijing:China University of Mining&Technology,2013:25-108.
[39]王强.钢管混凝土支架力学性能试验研究[D].淮南:安徽理工大学,2006:11-56.WANG Qiang.Concrete filled steel tube support mechanics performance experimental study[D].Huainan:Anhui University of Science and Technology,2006:11-56.
[40]陈宝春,王来永,欧智菁,等.钢管混凝土偏心受压应力-应变试验研究[J].工程力学,2003,20(6):154-159.CHEN Baochun,WANG Laiyong,OU Zhijing,et al.Experimental study of stress-stain relation of eccentrically-loaded concrete-filled steel tubular columns[J].Engineering Mechanics,2003,20(6):154-159.
[41]陈宝春,欧智菁,王来永,等.钢管混凝土偏心受压承载力试验分析[J].福州大学学报(自然科学版),2002,30(6):838-844.CHEN Baochun,OU Zhijing,WANG Laiyong,et al.Experimental Study on Carrying Capacity of Concrete Filled Steel Tubular Column Under Eccen-tric Load[J].Journal of Fuzhou University(Natural Science),2002,30(6):838-844.
[42]蔡绍怀,邸小坛.钢管混凝土偏压柱的性能和强度计算[J].建筑结构学报,1985(4):32-42.CAI Shaohuai,DI Xiaotan.Behavior and ultimate strength of concrete-filled steel tubular columns under eccentric loading[J].Journal of Building Structures,1985(4):32-42.
[43]臧德胜,韦潞.钢管混凝土支架的研究和实验室试验[J].建井技术,2001,22(6):25-28.ZANG Desheng,WEI Lu.Research and laboratory experiment of concrete filled steel tube support[J].Mine Construction Technology,2001,22(6):25-28.
[44]臧德胜,李安琴.钢管砼支架的工程应用研究[J].岩土工程学报,2001(3):342-344.ZANG Desheng,LI Anqin.Study on concrete-filled steel tube supports[J].Chinese Journal of Geotechnical Engineering,2001(3):342-344.
[45]苏林王,臧德胜.钢管混凝土支架构件工作性能的模型试验研究[J].地下空间与工程学报,2005,1(3):397-400.SU Lingwang,ZANG Desheng.Model experimental study on working performance of concrete-filled steel tube supports[J].Chinese Journal of Underground Space and Engineering,2005,1(3):397-400.
[46]王强,臧德胜.钢管混凝土支架模型力学性能试验研究[J].建井技术,2008(2):33-35.WANG Qiang,ZANG Desheng.Experimental study on mechanical properties of the concrete filled steel support model[J].Mine Construction Technology,2008(2):33-35.
[47]刘珂铭.钢管混凝土圆弧拱压弯性能实验与支护应用[D].北京:中国矿业大学,2016:31-80.LIU Keming.Compressed and bending performance experiment of concrete filled steel tube circular arch and supporting application[D].Beijing:China University of Mining&Technology,2016:31-80.
[48]李为腾,李术才,王新,等.U型钢约束混凝土拱架屈服承载力计算方法研究[J].中国矿业大学学报,2016,45(2):261-271.LI Weiteng,LI Shucai,WANG Xin,et al.Calculation method of yielding bearing capacity of U-steel Confined concrete supporting arch[J].Journal of China University of Mining&Technology,2016,45(2):261-271.
[49]李为腾,李术才,王琦,等.不同侧压比荷载下U型约束混凝土拱架全尺寸试验研究[J].煤炭学报,2015,40(9):2075-2084.LI Weiteng,LI Shucai,WANG Qi,et al.Full-scale tests on U-steel confined concrete supporting arches under loads with different lateral pressure coefficients[J].Journal of China Coal Society,2015,40(9):2075-2084.
[50]王琦,王德超,李为腾,等.U型钢约束混凝土拱架力学性能及变形破坏机制试验[J].煤炭学报,2015,40(5):1021-1029.WANG Qi,WANG Dechao,LI Weiteng,et al.Study on mechanical properties and deformation mechanism of U-type confined concrete arch centering[J].2015,40(5):1021-1029.
[51]王琦,邵行,李术才,等.方钢约束混凝土拱架力学性能及破坏机制[J].煤炭学报,2015,40(4):922-930.WANG Qi,SHAO Xing,LI Shucai,et al.Study on mechanical properties and failure mechanism of square type confined concrete arch centering[J].Journal of China Coal Society,2015,40(4):922-930.
[52] WANG Qi,JIANG Bei,LI Shucai,et al.Experimental studies on the mechanical properties and deformation&and failure mechanism of U-type confined concrete arch centering[J].Tunnelling and Underground Space Technology,2016,51:20-29.
[53] WANG Qi,JIANG Bei,LI Yong,et al.Mechanical behaviors analysis on a square-steel-confined-concrete arch centering and its engineering application in mining project[J].European Journal of Environmental and Civil Engineering,2017,21(4):389-411.
[54] LI Shucai,WANG Qi,JIANG Bei,et al.Modeling and experimental study of mechanical properties of confined concrete arch in complicated deep underground engineering[J].International Journal of Geomechanics,2017,17(6):1-14.
[55]李为腾,王琦,李术才,等.方钢约束混凝土拱架套管节点抗弯性能研究[J].中国矿业大学学报,2015,44(6):1072-1083.LI Weiteng,WANG Qi,LI Shucai,et al.Test study on bending properties of casing joint of square confined concrete arch support[J].Journal of China University of Mining&Technology,2015,44(6):1072-1083.
[56]孟德军.杨庄矿软岩巷道钢管混凝土支架支护理论与技术研究[D].北京:中国矿业大学,2013:51-88.MENG Dejun.Research on support theory and support technology of concrete-filled steel tubular support of soft rock roadway in Yangzhuang coal mine[D].Beijing:China University of Mining&Technology,2013:51-88.
[57]刘珂铭,郭贺,张磊,等.井下灌注式钢管混凝土支架支护技术[J].煤矿安全,2015,46(8):71-76.LIU Keming,GUO He,ZHANG Lei,et al.Support technology of underground-perfusion concrete-filled steel tubular support[J].Safety in Coal Mines,2015,46(8):71-76.
[58]刘珂铭,于辉.高应力巷道钢管混凝土支架支护技术研究[J].煤炭技术,2016,35(12):19-21.LIU Keming,YU Hui.Research on tube-confined concrete supports supporting technology in high Stress roadway[J].Coal Technology,2016,35(12):19-21.
[59]李剑锋.新安煤矿深井软岩硐室钢管混凝土支架支护设计与应用[J].煤炭工程,2014,46(10):109-111.LI Jianfeng.Support design and application of steel pipe concrete liner in soft rock chamber of deep mine in xin’an mine[J].Coal Engineering,2014,46(10):109-111.
[60]何晓升,刘珂铭,张磊,等.极软岩巷道交岔点钢管混凝土支架结构设计与应用[J].煤炭学报,2015,40(9):2040-2048.HE Xiaosheng,LIU Keming,ZHANG Lei,et al.Structural design and application of concrete-filled steel tube support at extremely soft rock roadway intersection[J].Journal of China Coal Society,2015,40(9):2040-2048.
[61]李学彬,杨仁树,高延法,等.大断面软岩斜井高强度钢管混凝土支架支护技术[J].煤炭学报,2013,38(10):1742-1748.LI Xuebin,YANG Renshu,GAO Yanfa,et al.Highstrength steel tubular confined concrete supports support technology for large section soft rock inclined shaft[J].Journal of China Coal Society,2013,38(10):1742-1748.
[62]李学彬,高延法,黄万朋,等.动压软岩巷道钢管混凝土支架支护围岩稳定性分析[J].科技导报,2012,30(16):42-47.LI Xuebin,GAO Yanfa,HUANG Wanpeng,et al.Analysis on surrounding rock stability of soft rock roadway supported by steel tube confined concrete supports during mine dynamic pressure[J].Science&Technology Review,2012,30(16):42-47.
[63]高延法,刘珂铭,何晓升,等.钢管混凝土支架在千米深井动压巷道中的应用[J].煤炭科学技术,2015,43(8):7-12.GAO Yanfa,LIU Keming,HE Xiaosheng,et al.Steel tube concrete support applied to dynamic pressure roadway inkilometers deep mine[J].Coal Science and Technology,2015,43(8):7-12.
[64]高延法,刘珂铭,何晓升,等.钢管混凝土支架在千米深井中央泵房中的应用[J].煤矿安全,2015,46(5):164-171.GAO Yanfa,LIU Keming,HE Xiaosheng,et al.Application of concrete-filled steel tube support in kilometer deep central pump room[J].Safety in Coal Mines,2015,46(5):164-171.
[65]刘珂铭,高延法,张凤银.大断面极软岩巷道钢管混凝土支架复合支护技术[J].采矿与安全工程学报,2017,34(2):243-250.LIU Keming,GAO Yanfa,ZHANG Fengyin.Composite supporting technology of concrete-filled steel tubular support in extremely soft rock roadway with large section[J].Journal of Mining&Safety Engineering,2017,34(2):243-250.
[66]王军,陈锋,刘国磊,等.千米深井巷道钢管混凝土支架支护技术应用[J].隧道建设,2013,33(9):774-778.WANG Jun,CHEN Feng,LIU Guolei,et al.Application of concrete-filled steel tube support in the repairing of 1000m-deep roadway[J].Tunnel Construction,2013,33(9):774-778.
[67]谷拴成,史向东.钢管混凝土拱架在煤矿软岩巷道中的应用研究[J].建筑结构学报,2013,34(增1):359-364.GU Shuancheng,SHI Xiangdong.Study of application of concrete-filled steel tube arch in soft rock roadway[J].Journal of Building Structures,2013,34(Sup 1):359-364.
[68]谷拴成,刘皓东.径向荷载作用下的钢管混凝土支架研究[J].煤矿安全,2010,41(1):12-15.GU Shuancheng,LIU Haodong.Study on concretefilled steel tube support subjected to radial pressure[J].Safety in Coal Mines,2010,41(1):12-15.
[69]刘立民,赵世军,曹君陟,等.平煤十矿曲面D型钢管混凝土支架支护技术[J].山东科技大学学报(自然科学版),2015,34(2):7-13.LIU Limin,ZHAO Shijun,CAO Junzhi,et al.D-type concrete-filled steel tube support in No.10coal mine of Pingdingshan[J].Journal of Shandong University of Science and Technology(Natural Science),2015,34(2):7-13.
[70]陈泉建,杨韶昆,周卫东.新型钢管混凝土支架在软岩巷道加固工程中的试验研究[J].河南理工大学学报(自然科学版),2014,33(5):582-589.CHEN Quanjian,YANG Shaokun,ZHOU Weidong.Research on experiment about applying new type of concrete-filled steel tube stand into soft rock tunnel reinforcement[J].Journal of Henan Polytechnic University(Natural Science),2014,33(5):582-589.
[2]侯朝炯,柏建彪,张农,等.困难复杂条件下的煤巷锚杆支护[J].岩土工程学报,2001,23(1):84-88.HOU Chaojiong,BAI Jianbiao,ZHANG Nong,et al.Coal roadway bolting under difficult and complex conditions[J].Chinese Journal of Geotechnical Engineering,2001,23(1):84-88.
[3]康红普.煤巷锚杆支护成套技术研究与实践[J].岩石力学与工程学报,2005,24(21):3959-3964.KANG Hongpu.Study and application of complete rock bolting technology to coal roadway[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(21):3959-3964.
[4]柏建彪,侯朝炯.深部巷道围岩控制原理与应用研究[J].中国矿业大学学报,2006,35(2):145-148.BAI Jianbiao,HOU Chaojiong.Control Principle of Surrounding Rocks in Deep Roadway and Its Application[J].Journal of China University of Mining&Technology,2006,35(2):145-148.
[5]康红普,王金华,林健.煤矿巷道支护技术的研究与应用[J].煤炭学报,2010,35(11):1809-1814.KANG Hongpu,WANG Jinhua,LIN Jian.Study and applications of roadway support techniques for coal mines[J].Journal of China Coal Society,2010,35(11):1809-1814.
[6]康红普,王金华,林健.煤矿巷道锚杆支护应用实例分析[J].岩石力学与工程学报,2010,29(4):649-664.KANG Hongpu,WANG Jinhua,LIN Jian.Case studies of rock bolting in coal mine roadways[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(4):649-664.
[7]张农,王保贵,郑西贵,等.千米深井软岩巷道二次支护中的注浆加固效果分析[J].煤炭科学技术,2010,38(5):34-39.ZHANG Nong,WANG Baogui,ZHENG Xigui,et al.Analysis on grouting reinforcement results in secondary support of soft rock roadway in kilometer deep mine[J].Coal Science and Technology,2010,38(5):34-39.
[8]刘建庄,张农,郑西贵,等.U型钢支架偏纵向受力及屈曲破坏分析[J].煤炭学报,2011,36(10):1647-1652.LIU Jianzhuang,ZHANG Nong,ZHENG Xigui,et al.Research on buckling failure mechanism of U type steel support loaded deviating longitudinally[J].Journal of China Coal Society,2011,36(10):1647-1652.
[9]张凯,张勃阳,吴宇.不同服务期煤矿巷道锚杆的受力特征[J].中国矿业大学学报,2013,42(6):941-947.ZHANG Kai,ZHANG Boyang,WU Yu.The axial force of rock bolts in roadways during different mining stages[J].Journal of China University of Ming&Technology,2013,42(6):941-947.
[10] KANG Hongpu.Support technologies for deep and complex roadways in underground coal mines:A review[J].International Journal of Coal Science&Technology,2014,1(3):261-277.
[11]何满潮.深部软岩工程的研究进展与挑战[J].煤炭学报,2014,39(8):1409-1417.HE Manchao.Progress and challenges of soft rock engineering in depth[J].Journal of China Coal Society,2014,39(8):1409-1417.
[12]谢生荣,谢国强,何尚森,等.深部软岩巷道锚喷注强化承压拱支护机理及其应用[J].煤炭学报,2014,39(3):404-409.XIE Shengrong,XIE Guoqiang,HE Shangsen,et al.Anchor-spray-injection strengthened bearing arch supporting mechanism of deep soft rock roadway and its application[J].Journal of China Coal Society,2014,39(3):404-409.
[13]康红普.我国煤矿巷道锚杆支护技术发展60年及展望[J].中国矿业大学学报,2016,45(6):1071-1081.KANG Hongpu.Sixty years development and prospects of rock bolting technology for underground coal mine roadways in China[J].Journal of China University of Ming&Technology,2016,45(6):1071-1081.
[14] CHEN Yanlong,MENG Qingbin,XU Guang,et al.Bolt-grouting combined support technology in deep soft rock roadway[J].International Journal of Mining Science and Technology,2016,26(5):777-785.
[15]阚甲广,张农,刘宁宁,等.断层对U型钢支架承载性能影响规律研究[J].中国矿业大学学报,2018,47(1):121-128.KAN Jiaguang,ZHANG Nong,LIU Ningning,et al.Research on bearing capacity of U-shape steel frame under the influence of fault[J].Journal of China University of Ming&Technology,2018,47(1):121-128.
[16]李为腾,李术才,玄超,等.高应力软岩巷道支护失效机制及控制研究[J].岩石力学与工程学报,2015,34(9):1836-1848.LI Weiteng,LI Shucai,XUAN Chao,et al.Failure mechanism of high stress soft rock roadway support and its control[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(9):1836-1848.
[17] KLOPPEL V K,GODER W.An investigation of the load carrying capacity of concrete-filled steel tubes and development of design formula[J].Der stahlbau,1957,26(1):1-10.
[18]符华兴.钢管混凝支撑在不良地质隧道中的应用[J].铁道标准设计通讯,1984,28(3):11-15.FU Huaxing.Application of concrete filled steel arch in tunnel with unfavorable geology[J].Railway Standard Design Communication,1984,28(3):11-15.
[19]谷拴成,刘皓东.钢管混凝土拱架在地铁隧道中的应用研究[J].铁道建筑,2009,12:56-60.GU Shuangcheng,LIU Haodong.Applied research on concrete filled steel tube support of subway tunnel[J].Railway Engineering,2009,12:56-60.
[20]蔡绍怀,焦占栓.钢管混凝土短柱的基本性能和强度计算[J].建筑结构学报,1984,6(12):13-28.CAI Shaohuai,JIAO Zhanshuan.Behavior and ultimate strength of short concrete-filled steel tubular columns[J].Journal of Building Structures,1984,6(12):13-28.
[21]韩林海.钢管混凝土结构-理论与实践[M].北京:科学出版社,2004:18-79.HAN Linhai.Theoretical analysis of steel tube confined concrete structhres and its application[M].Beijing:The Science Publishing Company,2004:18-79.
[22]韩林海,杨有福.现代钢管混凝土结构技术:第二版[M].北京:中国建筑工业出版社,2007:16-82.HAN Linhai,YANG Youfu.Modern steel tube confined concrete structures technology:Second Edition[M].Beijing:China Architecture&Building Press,2007:16-82.
[23]钟善桐.钢管混凝土结构[M].哈尔滨:黑龙江科学技术出版社,1994:34-64.ZHONG Shantong.The concrete-filled steel tubular structures[M].Harbin:Heilongjiang Science and Technology Press,1994:34-64.
[24]钟善桐.高层钢管混凝土结构[M].哈尔滨:黑龙江科学技术出版社,1999:16-75.ZHONG Shantong.High-rise concrete-filled steel tubular structures[M].Harbin:Heilongjiang Science and Technology Press,1999:16-75.
[25]张耀春,王秋萍,毛小勇,等.薄壁钢管混凝土短柱轴压力学性能试验研究[J].建筑结构,2005,35(1):22-27.ZHANG Yaochun,WANG Qiuping,MAO Xiaoyong,et al.Experimental study on the mechanical capability of columns of concrete-filled thin-walled steel tube[J].Building Structures,2005,35(1):22-27.
[26]张耀春,许辉,曹宝珠.薄壁钢管混凝土长柱轴压性能试验研究[J].建筑结构,2005,35(1):28-31.ZHANG Yaochun,XU Hui,CAO Baozhu.Experimental Research on Static Behavior of Axially Loaded Long Column of Concrete-filled Thin-walled Steel Tube[J].Building Structure,2005,35(1):28-31.
[27]李学彬.钢管混凝土支架强度与巷道承压环强化支护理论研究[D].北京:中国矿业大学,2012:69-86.LI Xuebin.Steel tube compression confined concrete strength and the roadway ring enhanced support theory[D].Beijing:China University of Mining&Technology,2012:69-86.
[28]黄万朋.深井巷道非对称变形机理与围岩流变及扰动变形控制研究[D].北京:中国矿业大学,2012:83-107.HUANG Wanpeng.Analysis on the laws of deep tunnels asymmetric deformation and control technology of surrounding rock’s rheological and disturbed deformation[D].Beijing:China University of Mining&Technology,2012:83-107.
[29]刘国磊.钢管混凝土支架性能与软岩巷道承压环强化支护理论研究[D].北京:中国矿业大学,2013:13-67.LIU Guolei.Research on steel tube confined concrete supports capability and soft rock roadway compression ring strengthening supporting theory[D].Beijing:China University of Mining&Technology,2013:13-67.
[30]王军.钢管混凝土圆弧拱的抗弯力学性能实验研究与工程应用[D].北京:中国矿业大学,2014:13-41.WANG Jun.Research on mechanical properties of anti-bending for concrete filled steel tube circular arch and its application[D].Beijing:China University of Mining&Technology,2014:13-41.
[31]何晓升.压弯状态下钢管混凝土圆弧拱的工作机理与应用研究[D].北京:中国矿业大学,2016:13-36.HE Xiaosheng.Research on application and behavior of concrete-filled steel tubes arch under bending state[D].Beijing:China University of Mining&Technology,2016:13-36.
[32]李智.深部巷道U型钢约束混凝土拱架力学性能研究及应用[D].济南:山东大学,2013:10-40.LI Zhi.Study on mechanical properties of u-type confined concrete arch centering and its application in deep roadway[D].Jinan:Shandong University,2013:10-40.
[33]李为腾,王琦,王德超,等.矿用U型钢约束混凝土拱架轴压短柱试验研究及应用[J].采矿与安全工程学报,2014,31(1):1-9.LI Weiteng,WANG Qi,WANG Dechao,et al.Experimental study on short columns under axial load of U-type confined concrete arch centeringand its application in mine[J].Journal of Mining&Safety Engineering,2014,31(1):1-9.
[34]蔡绍怀.现代钢管混凝土结构[M].北京:人民交通出版社,2003:68-96.CAI Shaohuai.Modern steel tube confined concrete structures[M].Beijing:China Communications Press,2003:68-96.
[35]王波.软岩巷道变形机理分析与钢管混凝土支架支护技术研究[D].北京:中国矿业大学,2009:47-63.WANG Bo.Analysis on the laws of tunnel deformation in soft rock and the supporting technology of concrete-filled steel tube support[D].Beijing:China University of Mining&Technology,2009:47-63.
[36]李为腾.深部软岩巷道承载结构失效机理及定量让压约束混凝土拱架支护体系研究[D].济南:山东大学,2014:47-230.LI Weiteng.Failure mechanism of deep soft roadway bearing structure and quantitative yieldable confined concrete arch support system[D].Jinan:Shandong University,2014:47-230.
[37]江贝.超大断面隧道软弱围岩约束混凝土控制机理及应用研究[D].济南:山东大学,2016:127-265.JIANG Bei.Control mechanism and application of confined concrete for super large section tunnel on weak surrounding rock[D].Jinan:Shandong University,2016:127-265.
[38]曲广龙.钢管混凝土支架结构抗弯性能研究及应用[D].北京:中国矿业大学,2013:25-108.QU Guanglong.Research on flexural performance of concrete-filled steel tubular support and its Application[D].Beijing:China University of Mining&Technology,2013:25-108.
[39]王强.钢管混凝土支架力学性能试验研究[D].淮南:安徽理工大学,2006:11-56.WANG Qiang.Concrete filled steel tube support mechanics performance experimental study[D].Huainan:Anhui University of Science and Technology,2006:11-56.
[40]陈宝春,王来永,欧智菁,等.钢管混凝土偏心受压应力-应变试验研究[J].工程力学,2003,20(6):154-159.CHEN Baochun,WANG Laiyong,OU Zhijing,et al.Experimental study of stress-stain relation of eccentrically-loaded concrete-filled steel tubular columns[J].Engineering Mechanics,2003,20(6):154-159.
[41]陈宝春,欧智菁,王来永,等.钢管混凝土偏心受压承载力试验分析[J].福州大学学报(自然科学版),2002,30(6):838-844.CHEN Baochun,OU Zhijing,WANG Laiyong,et al.Experimental Study on Carrying Capacity of Concrete Filled Steel Tubular Column Under Eccen-tric Load[J].Journal of Fuzhou University(Natural Science),2002,30(6):838-844.
[42]蔡绍怀,邸小坛.钢管混凝土偏压柱的性能和强度计算[J].建筑结构学报,1985(4):32-42.CAI Shaohuai,DI Xiaotan.Behavior and ultimate strength of concrete-filled steel tubular columns under eccentric loading[J].Journal of Building Structures,1985(4):32-42.
[43]臧德胜,韦潞.钢管混凝土支架的研究和实验室试验[J].建井技术,2001,22(6):25-28.ZANG Desheng,WEI Lu.Research and laboratory experiment of concrete filled steel tube support[J].Mine Construction Technology,2001,22(6):25-28.
[44]臧德胜,李安琴.钢管砼支架的工程应用研究[J].岩土工程学报,2001(3):342-344.ZANG Desheng,LI Anqin.Study on concrete-filled steel tube supports[J].Chinese Journal of Geotechnical Engineering,2001(3):342-344.
[45]苏林王,臧德胜.钢管混凝土支架构件工作性能的模型试验研究[J].地下空间与工程学报,2005,1(3):397-400.SU Lingwang,ZANG Desheng.Model experimental study on working performance of concrete-filled steel tube supports[J].Chinese Journal of Underground Space and Engineering,2005,1(3):397-400.
[46]王强,臧德胜.钢管混凝土支架模型力学性能试验研究[J].建井技术,2008(2):33-35.WANG Qiang,ZANG Desheng.Experimental study on mechanical properties of the concrete filled steel support model[J].Mine Construction Technology,2008(2):33-35.
[47]刘珂铭.钢管混凝土圆弧拱压弯性能实验与支护应用[D].北京:中国矿业大学,2016:31-80.LIU Keming.Compressed and bending performance experiment of concrete filled steel tube circular arch and supporting application[D].Beijing:China University of Mining&Technology,2016:31-80.
[48]李为腾,李术才,王新,等.U型钢约束混凝土拱架屈服承载力计算方法研究[J].中国矿业大学学报,2016,45(2):261-271.LI Weiteng,LI Shucai,WANG Xin,et al.Calculation method of yielding bearing capacity of U-steel Confined concrete supporting arch[J].Journal of China University of Mining&Technology,2016,45(2):261-271.
[49]李为腾,李术才,王琦,等.不同侧压比荷载下U型约束混凝土拱架全尺寸试验研究[J].煤炭学报,2015,40(9):2075-2084.LI Weiteng,LI Shucai,WANG Qi,et al.Full-scale tests on U-steel confined concrete supporting arches under loads with different lateral pressure coefficients[J].Journal of China Coal Society,2015,40(9):2075-2084.
[50]王琦,王德超,李为腾,等.U型钢约束混凝土拱架力学性能及变形破坏机制试验[J].煤炭学报,2015,40(5):1021-1029.WANG Qi,WANG Dechao,LI Weiteng,et al.Study on mechanical properties and deformation mechanism of U-type confined concrete arch centering[J].2015,40(5):1021-1029.
[51]王琦,邵行,李术才,等.方钢约束混凝土拱架力学性能及破坏机制[J].煤炭学报,2015,40(4):922-930.WANG Qi,SHAO Xing,LI Shucai,et al.Study on mechanical properties and failure mechanism of square type confined concrete arch centering[J].Journal of China Coal Society,2015,40(4):922-930.
[52] WANG Qi,JIANG Bei,LI Shucai,et al.Experimental studies on the mechanical properties and deformation&and failure mechanism of U-type confined concrete arch centering[J].Tunnelling and Underground Space Technology,2016,51:20-29.
[53] WANG Qi,JIANG Bei,LI Yong,et al.Mechanical behaviors analysis on a square-steel-confined-concrete arch centering and its engineering application in mining project[J].European Journal of Environmental and Civil Engineering,2017,21(4):389-411.
[54] LI Shucai,WANG Qi,JIANG Bei,et al.Modeling and experimental study of mechanical properties of confined concrete arch in complicated deep underground engineering[J].International Journal of Geomechanics,2017,17(6):1-14.
[55]李为腾,王琦,李术才,等.方钢约束混凝土拱架套管节点抗弯性能研究[J].中国矿业大学学报,2015,44(6):1072-1083.LI Weiteng,WANG Qi,LI Shucai,et al.Test study on bending properties of casing joint of square confined concrete arch support[J].Journal of China University of Mining&Technology,2015,44(6):1072-1083.
[56]孟德军.杨庄矿软岩巷道钢管混凝土支架支护理论与技术研究[D].北京:中国矿业大学,2013:51-88.MENG Dejun.Research on support theory and support technology of concrete-filled steel tubular support of soft rock roadway in Yangzhuang coal mine[D].Beijing:China University of Mining&Technology,2013:51-88.
[57]刘珂铭,郭贺,张磊,等.井下灌注式钢管混凝土支架支护技术[J].煤矿安全,2015,46(8):71-76.LIU Keming,GUO He,ZHANG Lei,et al.Support technology of underground-perfusion concrete-filled steel tubular support[J].Safety in Coal Mines,2015,46(8):71-76.
[58]刘珂铭,于辉.高应力巷道钢管混凝土支架支护技术研究[J].煤炭技术,2016,35(12):19-21.LIU Keming,YU Hui.Research on tube-confined concrete supports supporting technology in high Stress roadway[J].Coal Technology,2016,35(12):19-21.
[59]李剑锋.新安煤矿深井软岩硐室钢管混凝土支架支护设计与应用[J].煤炭工程,2014,46(10):109-111.LI Jianfeng.Support design and application of steel pipe concrete liner in soft rock chamber of deep mine in xin’an mine[J].Coal Engineering,2014,46(10):109-111.
[60]何晓升,刘珂铭,张磊,等.极软岩巷道交岔点钢管混凝土支架结构设计与应用[J].煤炭学报,2015,40(9):2040-2048.HE Xiaosheng,LIU Keming,ZHANG Lei,et al.Structural design and application of concrete-filled steel tube support at extremely soft rock roadway intersection[J].Journal of China Coal Society,2015,40(9):2040-2048.
[61]李学彬,杨仁树,高延法,等.大断面软岩斜井高强度钢管混凝土支架支护技术[J].煤炭学报,2013,38(10):1742-1748.LI Xuebin,YANG Renshu,GAO Yanfa,et al.Highstrength steel tubular confined concrete supports support technology for large section soft rock inclined shaft[J].Journal of China Coal Society,2013,38(10):1742-1748.
[62]李学彬,高延法,黄万朋,等.动压软岩巷道钢管混凝土支架支护围岩稳定性分析[J].科技导报,2012,30(16):42-47.LI Xuebin,GAO Yanfa,HUANG Wanpeng,et al.Analysis on surrounding rock stability of soft rock roadway supported by steel tube confined concrete supports during mine dynamic pressure[J].Science&Technology Review,2012,30(16):42-47.
[63]高延法,刘珂铭,何晓升,等.钢管混凝土支架在千米深井动压巷道中的应用[J].煤炭科学技术,2015,43(8):7-12.GAO Yanfa,LIU Keming,HE Xiaosheng,et al.Steel tube concrete support applied to dynamic pressure roadway inkilometers deep mine[J].Coal Science and Technology,2015,43(8):7-12.
[64]高延法,刘珂铭,何晓升,等.钢管混凝土支架在千米深井中央泵房中的应用[J].煤矿安全,2015,46(5):164-171.GAO Yanfa,LIU Keming,HE Xiaosheng,et al.Application of concrete-filled steel tube support in kilometer deep central pump room[J].Safety in Coal Mines,2015,46(5):164-171.
[65]刘珂铭,高延法,张凤银.大断面极软岩巷道钢管混凝土支架复合支护技术[J].采矿与安全工程学报,2017,34(2):243-250.LIU Keming,GAO Yanfa,ZHANG Fengyin.Composite supporting technology of concrete-filled steel tubular support in extremely soft rock roadway with large section[J].Journal of Mining&Safety Engineering,2017,34(2):243-250.
[66]王军,陈锋,刘国磊,等.千米深井巷道钢管混凝土支架支护技术应用[J].隧道建设,2013,33(9):774-778.WANG Jun,CHEN Feng,LIU Guolei,et al.Application of concrete-filled steel tube support in the repairing of 1000m-deep roadway[J].Tunnel Construction,2013,33(9):774-778.
[67]谷拴成,史向东.钢管混凝土拱架在煤矿软岩巷道中的应用研究[J].建筑结构学报,2013,34(增1):359-364.GU Shuancheng,SHI Xiangdong.Study of application of concrete-filled steel tube arch in soft rock roadway[J].Journal of Building Structures,2013,34(Sup 1):359-364.
[68]谷拴成,刘皓东.径向荷载作用下的钢管混凝土支架研究[J].煤矿安全,2010,41(1):12-15.GU Shuancheng,LIU Haodong.Study on concretefilled steel tube support subjected to radial pressure[J].Safety in Coal Mines,2010,41(1):12-15.
[69]刘立民,赵世军,曹君陟,等.平煤十矿曲面D型钢管混凝土支架支护技术[J].山东科技大学学报(自然科学版),2015,34(2):7-13.LIU Limin,ZHAO Shijun,CAO Junzhi,et al.D-type concrete-filled steel tube support in No.10coal mine of Pingdingshan[J].Journal of Shandong University of Science and Technology(Natural Science),2015,34(2):7-13.
[70]陈泉建,杨韶昆,周卫东.新型钢管混凝土支架在软岩巷道加固工程中的试验研究[J].河南理工大学学报(自然科学版),2014,33(5):582-589.CHEN Quanjian,YANG Shaokun,ZHOU Weidong.Research on experiment about applying new type of concrete-filled steel tube stand into soft rock tunnel reinforcement[J].Journal of Henan Polytechnic University(Natural Science),2014,33(5):582-589.