钢筋混凝土柱-钢梁混合框架结构体系研究、实践与展望
摘要：钢筋混凝土柱-钢梁混合框架结构体系能够最大限度地发挥钢筋混凝土和钢材的材料性能优势，是经济高效的结构体系。对钢筋混凝土柱-钢梁混合框架结构体系国内外研究现状及工程应用进行介绍，指出该结构体系当前研究中存在的不足，并结合我国建筑行业发展趋势展望该结构体系应用前景，以供相关研究与设计人员参考。
关键词：钢筋混凝土柱钢梁混合框架试验研究工程实践展望
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[7] PARRA-MONTESINOS G J,WEIGHT J K.Seismic response of exterior RC columns-to-steel beam connections[J].Journal of structural engineering,ASCE,2000,126(10):1113-1121．
[8] PARRA-MONTESINOS G J,WEIGHT J K.Modeling shear behavior of hybrid RCS beam-column connections[J].Journal of structural engineering,ASCE,2001,127 (1):3-11．
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[25] 郭子雄，朱奇云，刘阳，等．装配式钢筋混凝土柱-钢梁框架节点抗震性能试验研究[J]．建筑结构学报，2012,33(7):98-105．
[26] 潘志宏，朱延章，周智彬，等．不同构造条件下混凝土柱-钢梁混合节点抗震性能的比较研究[J]．江苏科技大学学报(自然科学版)，2014,28(4):326-331．
[27] 门进杰，郭智峰，史庆轩，等．钢筋混凝土柱-腹板贯通型钢梁混合框架中节点抗震性能试验研究[J]．建筑结构学报，2014,35(8):72-79．
[28] BABA N,NISHIMURA Y.Seismic behavior of RC column to Sbeam moment frames[C]//12WCEE,Auckland,2000．
[29] NISHIMURA Y,KOJIMA T,BABA N.U.S.-Japan cooperative research project on composite and hybrid structures (RCS-34:Elastic-plastic behavior of RCS composite frame (Part 1))[C]//Summaries of Technical Papers of Annual Meeting,Architectural Institute of Japan,Kyushu,Japan,C-1,1998．
[30] NOGUCHI H,UCHIDA K.Finite element method analysis of hybrid structural frames with reinforced concrete columns and steel beams[J].Journal of structural engineering,2004,130(2):328-335．
[31] CHEN C H,LAI W C,CORDOVA P,et al.Pseudo-dynamic test of full-scale RCS frame:part I-design,construction,testing[J].Structures,2004 (128):1-15．
[32] CORDOVA P,CHEN C H,LAI W C,et al.Pseudo-dynamic test of full-scale RCS frame:part II-analysis and design implications[J].Structures,2004 (129):1-15．
[33] CHOU C C,CHEN J H.Test and analysis of a full scale posttensioned RCS frame subassembly[J].Journal of constructional steel research,2010,66(11):1354-1365．
[34] 郭智峰．钢筋混凝土柱-钢梁混合框架抗震性能及设计方法研究[D]．西安:西安建筑科技大学，2014．
[35] The ASCE task committee on design criteria for composite structures in steel and concrete.Guidelines for design of joints between steel beam and reinforced concrete columns[J].Journal of structural engineering,1994,120(8):2330-2357．
[36] NISHIYAMA I,KURAMOTO H,NOGUCHI H.Guidelines:Seismic design of composite reinforced concrete and steel buildings[J].Journal of structural engineering,2004,130(2):336-342．
[37] ASCE.Draft pre-standard for the design of moment connections between steel beams and concrete columns[S].Baltimore,MD:American Society of Civil Engineers,2015．
[38] AIJ composite RCS structure sub-committee.AIJ design guidelines for composite RCS joints[S].Minato-ku,Tokyo:Architectural Institute of Japan,1994．
[39] JSCE.Standard specifications for steel and composite structures[S].Shinjuku-ku,Tokyo:Japan Society of Civil Engineers,2009．
[40] 中国建筑标准设计研究院．高层建筑钢-混凝土混合结构设计规程:CECS 230:2008[S]．北京:中国计划出版社，2008．
[41] GRIFFIS L G.Some design considerations for composite-frame structures[J].Engineering journal,1986,23(2):59-64．
[42] MOORE W,COSALN N.Mixed systems,past practices,recent experience and future direction[C]//Proceedings of the USA-Japan Seminar on Composite Structures and Mixed Structural Systems,Seattle,Washington,1984．
[43] O’LEARY A,UNDRILL D.A steel beam concrete column frame system[C]//Proceedings of Eighth World Conference on Earthquake Engineering,San Francisco,CA,1984．
[44] 日本钢结构协会．钢结构技术总览(建筑篇)[M]．北京:中国建筑工业出版社，2003．
[45] 白国良，姜维山，赵鸿铁．钢梁-钢筋混凝土柱组合结构厂房的动力性能实测[J]．工业建筑，1996,26(4):33-38．
[46] 刘存中，刘凯，李作正．钢梁-钢筋混凝土柱组合门式刚架房式仓的设计计算分析[J]．郑州粮食学院学报，1999,20(3):54-56．
[47] 梁金放．华能海门电厂主厂房结构设计[J]．建材技术与应用，2009(10):20-22．
[48] 周伟．钢梁与钢筋混凝土圆柱刚接的节点设计[J]．工程建设与设计，2012(9):67-69．
[49] 陈志峰．混凝土柱钢梁连接节点设计[J]．工程建设与设计，2008(4):17-19．
[50] 叶浩文，周冲．装配式建筑的设计-加工-装配一体化技术[J]．施工技术，2017,46(9):17-19．
[51] 芦静夫，孙占琦，邱勇，等．新型装配式钢-混凝土组合结构梁柱节点在学校教学楼中的应用[J]．建筑结构，2019,49(S2):498-503．
[52] 冯伟东，金春光，刘玉君，等．装配式学校大跨度建造体系的探索与实践[J]．住宅与房地产，2019(23):29-35．
[53] 蔡益燕．几种新型组合和混合结构体系[C]//中国钢结构协会钢-混凝土组合结构分会第十次年会，2005．
[54] 中国建筑科学研究院．建筑抗震设计规范:GB 50011-2010(2016年版)[S]．北京:中国建筑工业出版社，2016.
[2] IYENGAR H.Recent developments in mixed steel-concrete systems[C]//Composite and Mixed Construction,C.Roeder,ed,ASCE,New York,1985．
[3] GRIFFIS L.Some design considerations for composite-frame structures[C]//Proceedings of the National Engineering Conference,Nashville,Tennessee,1986．
[4] SHIEKH T M,DEIERLEIN G G.Beam-column moment connection for composite frames:Part 1[J].Journal of structural engineering,ASCE,1989,115(11):2858-2875．
[5] DEIERLEIN G G,SHIEKH T M.Beam-column moment connection for composite frames:Part 2[J].Journal of structural engineering,ASCE,1989,115(11):2877-2896．
[6] KANNO R.Strength,deformation and seismic resistance of joint between steel beam and reinforced concrete columns[D].New York:Cornell University,1993．
[7] PARRA-MONTESINOS G J,WEIGHT J K.Seismic response of exterior RC columns-to-steel beam connections[J].Journal of structural engineering,ASCE,2000,126(10):1113-1121．
[8] PARRA-MONTESINOS G J,WEIGHT J K.Modeling shear behavior of hybrid RCS beam-column connections[J].Journal of structural engineering,ASCE,2001,127 (1):3-11．
[9] DEIERLEIN G G,NOGUCHI H.Research on RC/SRC column systems[C]//12WCEE,Auckland,2000．
[10] LIANG X M,GUSTAVO J,PARRA M.Seismic behavior of reinforced concrete column-steel beam subassemblies and frame systems[J].Journal of structural engineering,ASCE,2004,130(2):310-319．
[11] 高立人．钢梁-混凝土柱组合框架结构国外的发展[J]．建筑结构，2002,32(5):34-37．
[12] NISHIYAMA I,ITADANI H,SUGIHIRO K.3D beam-to-column connection (joint panel) tests on RCS[C]//Presentation at 4th JTCC Meeting,Monterey,CA,1997．
[13] KIM K,NOGUCHI H.An analytical study on the shear strength of RCS joints[C]//Presentation at 4thJTCC Meeting,Monterey,CA,1997．
[14] NISHIMURA Y.Experiments on stress transfer in through beam type joints[C]//Presentation at 5thJTCC Meeting,Tokyo,Japan,1998．
[15] KURAMOTO H,NISHIYAMA I.Seismic performance and stress transferring mechanism of through-column-type joints for composite reinforced concrete and steel frames[J].Journal of structural engineering,ASCE,2004,130(2):352-360．
[16] 杨建江，郝志军．钢梁-钢筋混凝土柱节点在低周反复荷载作用下受力性能的试验研究[J]．建筑结构，2001,31 (7):35-42．
[17] 易勇．钢梁钢筋混凝土柱混合框架中间节点抗震性能试验研究[D]．重庆:重庆大学，2005．
[18] 肖岩，J C安德森，伍云天．螺栓连接钢-混凝土组合结构的开发[J]．建筑钢结构进展，2005,7(2):12-18．
[19] 毛炜烽，肖岩，李贤．螺栓连接钢-混凝土混合T型节点抗震性能的试验研究[J]．建筑结构，2006,36(9):97-99．
[20] 李贤，肖岩，毛炜烽．钢筋混凝土柱-钢梁节点的抗震性能研究[J]．湖南大学学报(自然科学版)，2007,34(2):1-5．
[21] 李贤．端板螺栓连接钢-混凝土组合节点的抗震性能研究[D]．长沙:湖南大学，2009．
[22] 赵作周，钱稼茹，杨学斌，等．钢梁-钢筋混凝土柱连接节点试验研究[J]．建筑结构，2006,36(8):69-73．
[23] 申红侠．钢梁-钢筋混凝土柱节点静力性能研究[D]．西安:西安建筑科技大学，2007．
[24] 戴绍斌，李兵，林明森，等．钢梁-混凝土柱柱贯穿型节点抗震性能研究[J]．武汉理工大学学报，2009,31(10):48-51．
[25] 郭子雄，朱奇云，刘阳，等．装配式钢筋混凝土柱-钢梁框架节点抗震性能试验研究[J]．建筑结构学报，2012,33(7):98-105．
[26] 潘志宏，朱延章，周智彬，等．不同构造条件下混凝土柱-钢梁混合节点抗震性能的比较研究[J]．江苏科技大学学报(自然科学版)，2014,28(4):326-331．
[27] 门进杰，郭智峰，史庆轩，等．钢筋混凝土柱-腹板贯通型钢梁混合框架中节点抗震性能试验研究[J]．建筑结构学报，2014,35(8):72-79．
[28] BABA N,NISHIMURA Y.Seismic behavior of RC column to Sbeam moment frames[C]//12WCEE,Auckland,2000．
[29] NISHIMURA Y,KOJIMA T,BABA N.U.S.-Japan cooperative research project on composite and hybrid structures (RCS-34:Elastic-plastic behavior of RCS composite frame (Part 1))[C]//Summaries of Technical Papers of Annual Meeting,Architectural Institute of Japan,Kyushu,Japan,C-1,1998．
[30] NOGUCHI H,UCHIDA K.Finite element method analysis of hybrid structural frames with reinforced concrete columns and steel beams[J].Journal of structural engineering,2004,130(2):328-335．
[31] CHEN C H,LAI W C,CORDOVA P,et al.Pseudo-dynamic test of full-scale RCS frame:part I-design,construction,testing[J].Structures,2004 (128):1-15．
[32] CORDOVA P,CHEN C H,LAI W C,et al.Pseudo-dynamic test of full-scale RCS frame:part II-analysis and design implications[J].Structures,2004 (129):1-15．
[33] CHOU C C,CHEN J H.Test and analysis of a full scale posttensioned RCS frame subassembly[J].Journal of constructional steel research,2010,66(11):1354-1365．
[34] 郭智峰．钢筋混凝土柱-钢梁混合框架抗震性能及设计方法研究[D]．西安:西安建筑科技大学，2014．
[35] The ASCE task committee on design criteria for composite structures in steel and concrete.Guidelines for design of joints between steel beam and reinforced concrete columns[J].Journal of structural engineering,1994,120(8):2330-2357．
[36] NISHIYAMA I,KURAMOTO H,NOGUCHI H.Guidelines:Seismic design of composite reinforced concrete and steel buildings[J].Journal of structural engineering,2004,130(2):336-342．
[37] ASCE.Draft pre-standard for the design of moment connections between steel beams and concrete columns[S].Baltimore,MD:American Society of Civil Engineers,2015．
[38] AIJ composite RCS structure sub-committee.AIJ design guidelines for composite RCS joints[S].Minato-ku,Tokyo:Architectural Institute of Japan,1994．
[39] JSCE.Standard specifications for steel and composite structures[S].Shinjuku-ku,Tokyo:Japan Society of Civil Engineers,2009．
[40] 中国建筑标准设计研究院．高层建筑钢-混凝土混合结构设计规程:CECS 230:2008[S]．北京:中国计划出版社，2008．
[41] GRIFFIS L G.Some design considerations for composite-frame structures[J].Engineering journal,1986,23(2):59-64．
[42] MOORE W,COSALN N.Mixed systems,past practices,recent experience and future direction[C]//Proceedings of the USA-Japan Seminar on Composite Structures and Mixed Structural Systems,Seattle,Washington,1984．
[43] O’LEARY A,UNDRILL D.A steel beam concrete column frame system[C]//Proceedings of Eighth World Conference on Earthquake Engineering,San Francisco,CA,1984．
[44] 日本钢结构协会．钢结构技术总览(建筑篇)[M]．北京:中国建筑工业出版社，2003．
[45] 白国良，姜维山，赵鸿铁．钢梁-钢筋混凝土柱组合结构厂房的动力性能实测[J]．工业建筑，1996,26(4):33-38．
[46] 刘存中，刘凯，李作正．钢梁-钢筋混凝土柱组合门式刚架房式仓的设计计算分析[J]．郑州粮食学院学报，1999,20(3):54-56．
[47] 梁金放．华能海门电厂主厂房结构设计[J]．建材技术与应用，2009(10):20-22．
[48] 周伟．钢梁与钢筋混凝土圆柱刚接的节点设计[J]．工程建设与设计，2012(9):67-69．
[49] 陈志峰．混凝土柱钢梁连接节点设计[J]．工程建设与设计，2008(4):17-19．
[50] 叶浩文，周冲．装配式建筑的设计-加工-装配一体化技术[J]．施工技术，2017,46(9):17-19．
[51] 芦静夫，孙占琦，邱勇，等．新型装配式钢-混凝土组合结构梁柱节点在学校教学楼中的应用[J]．建筑结构，2019,49(S2):498-503．
[52] 冯伟东，金春光，刘玉君，等．装配式学校大跨度建造体系的探索与实践[J]．住宅与房地产，2019(23):29-35．
[53] 蔡益燕．几种新型组合和混合结构体系[C]//中国钢结构协会钢-混凝土组合结构分会第十次年会，2005．
[54] 中国建筑科学研究院．建筑抗震设计规范:GB 50011-2010(2016年版)[S]．北京:中国建筑工业出版社，2016.
Research,Practice and Prospect of Reinforcement Column-steel Beam Hybrid Framed Structural Systems
Abstract: Reinforcement column-steel beam( RCS) hybrid frame is an economic and efficient structural system for it can maximize both the potential material properties of reinforced concrete and steel. In this paper,the course on research and development of RCS at domestic and foreign was comprehensively backtracked at first,then its application on filed of building engineering in the worldwide was introduced,next the existing shortcomings and corresponding solutions on RCS system were pointed out and discussed respectively on the basis of a systematical summary on its experience of research and engineering,finally the application prospect of RCS frame at home was proposed based on the developing trend in construction industry of China. This overview provided an understanding access and discussion for relevant scholars and design engineers on RCS structure,in order to offer technological and informational reference for its further promotion and application in China.
Keywords: concrete reinforced columns; steel beams; hybrid frames; experimental study; engineering practice; prospect
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