空间结构节点设计研究进展与实践
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摘要
结合近年来国内外空间结构节点设计研究的进展、GB 50017—2003《钢结构设计规范》修订工作以及作者的工程实践,对空间结构中的螺栓球与焊接球节点、圆钢管与方钢管相贯节点、高强螺栓连接板节点、铸钢节点、球形钢支座、板式橡胶支座、向心关节轴承支座、连桥支座等的研究进展进行了较为全面回顾。对空间结构节点形式选择要点、节点设计的基本原则、各类节点对钢材性能的要求进行了探讨,对节点刚度、节点重量的估计方法、节点加工制作工艺与质量控制要点进行了分析。对各类节点设计中存在的问题以及相应的改进措施进行了阐述,并给出了有代表性的节点计算分析与工程应用实例。最后,对空间结构节点设计与研究未来的发展方向进行了展望。
Based on the development of research on the design of spatial structure joints in China and other countries in recent years,the revision work of the National Standard,'Code for design of steel structures'(GB 50017—2003)and the author's project practice,the paper comprehensively reviews the research progress of bolted spherical joint and welded spherical joint,intersecting round pipe and intersecting rectangular pipe joint,high strength bolted connection plate joint,cast steel joint,spherical steel bearing,laminated rubber bearing,radial spherical plain bearing,and connecting bridge bearing,etc.in spatial structures.This paper studies the selection points of joint form,the basic principles of the joint design,the requirement of all the joints aforementioned about steel performance and analyzes the effect of joint stiffness,the estimation method of joint weight,the processing technology and quality control points.The problems that need attention in the design of all the joints aforementioned and the corresponding improvement measures are elaborated in this paper.Some examples of representative joint calculation,analysis and engineering application are given.Finally,this paper points out the development trend of the spatial structure joints design and research in the future.
Based on the development of research on the design of spatial structure joints in China and other countries in recent years,the revision work of the National Standard,'Code for design of steel structures'(GB 50017—2003)and the author's project practice,the paper comprehensively reviews the research progress of bolted spherical joint and welded spherical joint,intersecting round pipe and intersecting rectangular pipe joint,high strength bolted connection plate joint,cast steel joint,spherical steel bearing,laminated rubber bearing,radial spherical plain bearing,and connecting bridge bearing,etc.in spatial structures.This paper studies the selection points of joint form,the basic principles of the joint design,the requirement of all the joints aforementioned about steel performance and analyzes the effect of joint stiffness,the estimation method of joint weight,the processing technology and quality control points.The problems that need attention in the design of all the joints aforementioned and the corresponding improvement measures are elaborated in this paper.Some examples of representative joint calculation,analysis and engineering application are given.Finally,this paper points out the development trend of the spatial structure joints design and research in the future.
引文
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[13]Wang B,Hu N,Kurobane Y,et al.Damage criterionand safety assessment approach to tubular joints[J].Engineering Structures,2000,22(5):424-434.
[14]Choo Y S,vander Vegte G J,Zettlemoyer N,et al.Staticstrength of T-joints reinforced with doubler or collarplates I:experimental investigations[J].Journal ofStructural Engineering,2005,131(1):119-128.
[15]范重,彭翼,李丽,等.苏州火车站站房钢结构复杂节点设计[C]//第十二届空间结构学术会议论文集.北京:中国土木工程学会,中国建筑科学研究院,2008:879-884.(FAN Zhong,PENG Yi,LI Li,et al.The design of complex joint in building steelstructure of Suzhou Railway Station[C]//Proceedingsof the 12th Spatial Structure Academic Conference.Beijing:China Civil Engineering Society,ChinaAcademy of Building Research,2008:879-884.(inChinese))
[16]范重,王春光,董京.宁波国际会展中心屋盖管桁架结构设计[J].建筑结构,2003,33(6):54-57.(FanZhong,Wang Chunguang,Dong Jing.The design ofhollow structural section truss structure in the roof ofNingbo International Conference and Exhibition Center[J].Building Structure,2003,33(6):54-57.(inChinese))
[17]Owen J S,Davies G,Kelly R B.The influence ofmember orientation on the resistance of cross joints insquare RHS construction[J].Journal of ConstructionalSteel Research,2001,57(3):253-278.
[18]范重,李鸣,范玉辰,等.首都博物馆新馆大跨度结构设计中的创新技术[J].建筑结构,2006,36(5):12-25.(Fan Zhong,Li Ming,Fan Yuchen,et al.Large-span roof design of Capital Museum’s New Building[J].Building Structure,2006,36(5):12-25.(inChinese))
[19]范重,彭翼,李鸣,等.国家体育场焊接方管桁架单K节点设计研究[J].建筑结构,2006,36(5):1-6.(Fan Zhong,Peng Yi,Li Ming,et al.Design andresearch of K connection of welded thin-wall box-sectiontruss of the National Stadium[J].Building Structure,2006,36(5):1-6.(in Chinese))
[20]范重,彭翼,李鸣,等.国家体育场焊接方管桁架双弦杆KK节点设计研究[J].建筑结构学报,2007,28(2):41-48.(FAN Zhong,PENG Yi,LI Ming,et al.Design and research of double-chord KK-connections ofwelded thin-wall box-section truss of the NationalStadium[J].Journal of Building Structures,2007,28(2):41-48.(in Chinese))
[21]童乐为,朱俊,陈以一,等.国家体育场桁架柱内柱多腹杆焊接节点性能研究[J].建筑结构学报,2007,28(2):49-53.(TONG Lewei,ZHU Jun,CHENYiyi,et al.Behavior of welded joint of trussed columnswith multiple web members in the National Stadium[J].Journal of Building Structures,2007,28(2):49-53.(in Chinese))
[22]Architectural Institute of Japan.Recommendations forthe design and fabrication of tubular structures in steel[S].Tokyo:Maruzen Co.,Ltd,1990.
[23]Oliveira J C,Willibald S,Packer J A,et al.Cast steelnodes in tubular construction:Canadian experience[C]//Proceedings of the 11th International Symposiumand IIW International Conference on TubularStructures.London,New York:Taylor&Francis,2006:523-529.
[24]Juan-Carlos de Oliveira,Packer J A,ConstantinChristopoulos.Cast steel connectors for circular hollowsection braces under inelastic cyclic loading[J].Journalof Structural Engineering,2008,134(3):374-383.
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