华南理工大学学报(自然科学版) ›› 2005, Vol. 33 ›› Issue (11): 72-78.

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大跨度拱式转换结构的力学性能的试验研究

蔡健 朱东烽 陈庆军 杨春 林凡   

  1. 华南理工大学 建筑学院,广东 广州 510640
  • 收稿日期:2005-01-28 出版日期:2005-11-25 发布日期:2005-11-25
  • 通信作者: 蔡健(1959-),男,教授,博士生导师,主要从事结构工程的研究 E-mail:cvjcai@scut.edu.cn
  • 作者简介:蔡健(1959-),男,教授,博士生导师,主要从事结构工程的研究
  • 基金资助:

    广东省自然科学基金资助项目(020965)

Experimental Investigation into M echanical Properties of Long-Span Arch-Transfer Structure

Cai Jian  Zhu Dong-feng  Chen Qing-jun  Yang Chun  Lin Fan   

  1. College of Architecture and Civil Engineering,South China Univ.of Tech.,Guangzhou 510640,Guangdong,China
  • Received:2005-01-28 Online:2005-11-25 Published:2005-11-25
  • Contact: 蔡健(1959-),男,教授,博士生导师,主要从事结构工程的研究 E-mail:cvjcai@scut.edu.cn
  • About author:蔡健(1959-),男,教授,博士生导师,主要从事结构工程的研究
  • Supported by:

    广东省自然科学基金资助项目(020965)

摘要: 提出了大跨度拱式转换结构的概念.该新型结构由钢管混凝土拱、钢吊杆和钢梁组成,具有受力性能好、充分利用材料性能、满足建筑使用功能等优点.通过2个模型试件的试验,研究了该转换结构的力学性能.试验结果表明,采用该结构可实现多高层建筑的结构转换并获得建筑上的大空间和大跨度,具有优越的承载能力和刚度.其组成构件的受力特点是:拱为一全截面受压的压弯构件,楼面横梁为既平衡拱水平推力又承担楼面荷载的拉弯构件,竖向吊杆为承受自下而上增大的轴向拉力的拉弯构件.

关键词: 大跨度结构, 拱式转换结构, 钢管混凝土, 拱, 力学性能

Abstract:

A new type of transfer structure long-span arch-transfer structure is presented.This structure consists of a concrete-filled steel tubular arch,several steel hanger rods and steel beams,and is characterized by having ex-cellent mechanical properties,making full use of the strength of materials and meeting the requirements of architec-tural functions.On the basis of the experiments of two specimens with an arch.transfer structure,the mechanical
properties of the structure are then analyzed.It is found that the arch-transfer structure can be applied to the crea-tion of extremely long span an d big space owning to its excellent mechanical properties in load-carrying and stifness.As far as the mechanical characteristics of the component members of the structure are concemed,the arch is an axial compression&bending member whose whole section is subjected to compression stresses.the floor beams are axial tension&bending members subjected to both the horizontal force balancing the thrust force of arch and the floor loads.and the hanger rods are also axial tension&bending members subjected to the axial tension force in-creasing from the bottom to the top.

Key words: long-span structure, arch-transfer structure, concrete-filled steel tubular , arch, mechanical property