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某海上矿石码头栈桥的钢结构设计 被引量:1

DESIGN OF THE STEEL STRUCTURE FOR A MARITIME TRESTLE
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摘要 以某海上栈桥钢结构设计为基础,系统地描述这类钢结构设计的过程和需注意的一些问题,阐明不同支承形式桁架的不同支撑结构布置形式和矩形管桁架设计中的各种构造要求,介绍Excel电子表格在矩形钢管桁架节点手工设计计算中的应用,并总结一些具体的节点构造形式。 Based on the design of the steel structure for a maritime trestle,it is described systematically the design process of such sort of steel structure and the problems needing attention;it is also expounded that the layout of different braces for different supporting trusses,and the structural requirements for design of rectangular steel pipe trusses.It is presented the application of electronic table in the manual design of the joints of steel pipe trusses,and some specific joint forms are summarized.
出处 《钢结构》 2009年第12期41-45,共5页 Steel Construction
关键词 矩形钢管桁架 上承式桁架 下承式桁架 支撑 计算长度 荷载 支撑力 rectangular steel pipe truss deck truss through truss brace effective length load bracing force
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  • 1Monty J. Effective Lengths of Lattice Girder Member[J]. CIDECT Monograph, 1981(4).
  • 2CIDECT. Buckling Lengths of HSS Web Members Welded to HSS Chords[R]//CIDECT Programs 3E-3G, Supplementary Report. Revised Version. CIDECT, 1980.
  • 3CIDECT. Construction with Hollow Steel Sections [M]. British Steel Plc, Corbv, Northants, England,1984.
  • 4Packer J A, Henderson J E, Cao J J. Design Direction of Hollow Structural Section Connection[M]. Science & Teehnology Publishing House, 1997.
  • 5Bleich F. Buckling Strength of Metal[M]. McGraw-Hill, 1952.
  • 6CECS159:2004.矩形钢管混凝土结构技术规程[S].[S].,..

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