方钢管柱与H型钢梁连接形式评述
|
摘要
对目前应用与研究较多的几类方矩形冷成型钢管柱-H型钢梁连接节点以及铸钢节点按构造形式和受力机理进行分类,并对各自的技术经济指标进行对比分析;概述铸钢节点的优点和推广的可能性。通过对这些节点形式的技术经济指标的比较分析,表明每种节点都有其固有的优点和不足,寻找一种技术经济各方面性能都很优异的节点形式是不现实的,在实际选择和开发节点时要根据具体情况扬长避短,工程设计人员要根据节点所在结构的受力特点选择合适的节点形式。
Some kinds of connections between cold-formed rectangular tubular columns and H-shaped beams were presented,the connections were classified by their construction and loaded mechanism and their indexes in terms of technology and economy are compared,respectively.The excellence and the probability of popularization of cast steel joint were stated.From comparing the technology and economy items of every kinds of joint,it was illuminated that it is difficult to find some kinds of joints that are excellent in every facet because there are inertia merits and demerits included in every kinds of joints.What should be done is to exploit the favorable facets and avoid the unfavorable ones.Engineers and designers should choose proper type of joints according to the loaded condition of the structure.
Some kinds of connections between cold-formed rectangular tubular columns and H-shaped beams were presented,the connections were classified by their construction and loaded mechanism and their indexes in terms of technology and economy are compared,respectively.The excellence and the probability of popularization of cast steel joint were stated.From comparing the technology and economy items of every kinds of joint,it was illuminated that it is difficult to find some kinds of joints that are excellent in every facet because there are inertia merits and demerits included in every kinds of joints.What should be done is to exploit the favorable facets and avoid the unfavorable ones.Engineers and designers should choose proper type of joints according to the loaded condition of the structure.
引文
[1]韩军科,马华,李振宝,等.冷弯矩形钢管柱与工字形钢梁连接方式及其性能分析[J].四川建筑,2006,26(5):77-80.
[2]日本建築学会.鋼管構造設計施工指針同解説[S].1990改定:112-124.
[3]冷間成形角形鋼管設計.施工マニュアル[M].改訂版,2003:81-89.
[4]中国建筑科学研究院.GB50011—2001建筑结构抗震设计规范[S].北京:计划出版社,2001.
[5]中国建筑科学研究院.JGJ99—98高层民用建筑钢结构技术规程[S].北京:计划出版社,1998.
[6]同济大学,等.CECS159∶2004矩形钢管混凝土结构技术规程[S].北京:中国计划出版社,2004.
[7]徐礼华,凡红,刘胜兵,等.方钢管混凝土柱-钢梁节点抗震性能试验研究与有限元分析[J].工程力学,2008,25(2):122-131.
[8]陈以一,李刚,庄磊,等.H形钢梁与钢管柱隔板贯通式连接节点抗震性能试验[J].建筑钢结构进展,2006,8(1):23-30.
[9]李黎明,陈志华,李宁.隔板贯通式梁柱节点抗震性能试验研究[J].地震工程与工程振动,2007,27(1):46-53.
[10]刘跃伟,周洪彬.加劲肋尺寸对垂直加劲肋方钢管柱-H梁节点的影响[J].钢结构,2006,21(6):18-20.
[11]于旭,刘伟庆,等.新型方钢管混凝土框架节点抗震性能试验研究[J].地震工程与工程振动,2004,24(6):79-82.
[12]Kang C H,Shin K J,et al.Hysteretic behavior of CFTcolumn to H-beam connections with external T-stiffeners and penetrated elements[J].EngineeringStructures,2001,23:1194-1201.
[13]Shin K J,Kim Y J,Oh Y S,et al.Behavior of weldedCFT column to H-beam connections with externalstiffeners[J].Engineering Structures,2004,26:1877-1887.
[14]钟善桐,白国良.高层建筑组合结构框架梁柱节点分析与设计[M].北京:人民交通出版社,2006.
[15]苗纪奎.方钢管混凝土柱与H钢梁的外肋环板节点的研究[D].天津:天津大学,2004.
[16]王先铁,郝际平,潘阳,等.方钢管混凝土柱穿心高强螺栓-端板节点性能研究[J].工业建筑,2008,38(3):23-26.
[17]王先铁.新型方钢管混凝土柱-钢梁节点性能研究及抗震设计对策[D].西安:西安建筑科技大学,2007.
[18]Ricles J M,Peng S W,Lu L W.Seismic behavior ofcomposite concrete filled steel tube column-wideflange beam moment connections[J].Journal ofstructural engineering,2004,130(2):223-232.
[19]European committee for standardization.Eurocode3:Design of steel structures-Part1-8:Design of joints[S],2005.
[20]FEMA.State of the art report on connectionperformance[R].FEMA-355D,2000.
[21]任青青.锚定式方钢管混凝土柱-钢梁连接节点性能研究[D].西安:西安建筑科技大学,2007.
[22]日本钢结构协会.钢结构技术总览[M].陈以一,傅功义,译.北京:中国建筑工业出版社,2003.
[23]Barnett T,Tizani W,Nethercot D A.Blind boltedmoment resisting connections to structural hollowsections[R].Connections in steel structuresⅣ:Steelconnections in the New Milennium,Roanoke,Virginia,USA,2000.
[24]吴院生.冷弯方管柱-H型钢梁节点连接承载力研究[D].武汉:武汉理工大学,2005.
[25]Seismic-resistant steel products for buildingconstruction-SN steel and other steel products[J].Steel Construction Today&Tomorrow,2005,11:8-10.
[26]Morita K.Seismic design of buildings—a decade ofdevelopment since the great hanshin earthquake[J].Steel Construction Today&Tomorrow,2005,11:1-3.
[27]蔡益燕.坂神地震后日本钢结构的发展[J].中国建筑金属结构,2005(8):22-23.
[2]日本建築学会.鋼管構造設計施工指針同解説[S].1990改定:112-124.
[3]冷間成形角形鋼管設計.施工マニュアル[M].改訂版,2003:81-89.
[4]中国建筑科学研究院.GB50011—2001建筑结构抗震设计规范[S].北京:计划出版社,2001.
[5]中国建筑科学研究院.JGJ99—98高层民用建筑钢结构技术规程[S].北京:计划出版社,1998.
[6]同济大学,等.CECS159∶2004矩形钢管混凝土结构技术规程[S].北京:中国计划出版社,2004.
[7]徐礼华,凡红,刘胜兵,等.方钢管混凝土柱-钢梁节点抗震性能试验研究与有限元分析[J].工程力学,2008,25(2):122-131.
[8]陈以一,李刚,庄磊,等.H形钢梁与钢管柱隔板贯通式连接节点抗震性能试验[J].建筑钢结构进展,2006,8(1):23-30.
[9]李黎明,陈志华,李宁.隔板贯通式梁柱节点抗震性能试验研究[J].地震工程与工程振动,2007,27(1):46-53.
[10]刘跃伟,周洪彬.加劲肋尺寸对垂直加劲肋方钢管柱-H梁节点的影响[J].钢结构,2006,21(6):18-20.
[11]于旭,刘伟庆,等.新型方钢管混凝土框架节点抗震性能试验研究[J].地震工程与工程振动,2004,24(6):79-82.
[12]Kang C H,Shin K J,et al.Hysteretic behavior of CFTcolumn to H-beam connections with external T-stiffeners and penetrated elements[J].EngineeringStructures,2001,23:1194-1201.
[13]Shin K J,Kim Y J,Oh Y S,et al.Behavior of weldedCFT column to H-beam connections with externalstiffeners[J].Engineering Structures,2004,26:1877-1887.
[14]钟善桐,白国良.高层建筑组合结构框架梁柱节点分析与设计[M].北京:人民交通出版社,2006.
[15]苗纪奎.方钢管混凝土柱与H钢梁的外肋环板节点的研究[D].天津:天津大学,2004.
[16]王先铁,郝际平,潘阳,等.方钢管混凝土柱穿心高强螺栓-端板节点性能研究[J].工业建筑,2008,38(3):23-26.
[17]王先铁.新型方钢管混凝土柱-钢梁节点性能研究及抗震设计对策[D].西安:西安建筑科技大学,2007.
[18]Ricles J M,Peng S W,Lu L W.Seismic behavior ofcomposite concrete filled steel tube column-wideflange beam moment connections[J].Journal ofstructural engineering,2004,130(2):223-232.
[19]European committee for standardization.Eurocode3:Design of steel structures-Part1-8:Design of joints[S],2005.
[20]FEMA.State of the art report on connectionperformance[R].FEMA-355D,2000.
[21]任青青.锚定式方钢管混凝土柱-钢梁连接节点性能研究[D].西安:西安建筑科技大学,2007.
[22]日本钢结构协会.钢结构技术总览[M].陈以一,傅功义,译.北京:中国建筑工业出版社,2003.
[23]Barnett T,Tizani W,Nethercot D A.Blind boltedmoment resisting connections to structural hollowsections[R].Connections in steel structuresⅣ:Steelconnections in the New Milennium,Roanoke,Virginia,USA,2000.
[24]吴院生.冷弯方管柱-H型钢梁节点连接承载力研究[D].武汉:武汉理工大学,2005.
[25]Seismic-resistant steel products for buildingconstruction-SN steel and other steel products[J].Steel Construction Today&Tomorrow,2005,11:8-10.
[26]Morita K.Seismic design of buildings—a decade ofdevelopment since the great hanshin earthquake[J].Steel Construction Today&Tomorrow,2005,11:1-3.
[27]蔡益燕.坂神地震后日本钢结构的发展[J].中国建筑金属结构,2005(8):22-23.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心