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预应力钢管混凝土桁架应用与研究探讨

Study on application and theory of prestressed concrete filled steel tubular spatial truss

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【作者】 庄一舟吴建华吴开成朱晗迓谢醒悔

【Author】 ZHUANG Yizhou1, WU Jianhua2, WU Kaicheng3, ZHU Hanya1, XIE Xinghui4(1.Department of Civil Engineering, Zhejiang University, Hangzhou310027, China; 2. Department of Civil Engineering, Zhejiang Institute of Science and Technology, Hangzhou 310012, China; 3.Institute of Architecture Design and Research,Zhejiang University,Hangzhou 310027,China;4. Hangzhou Tiancheng Prestress Technique Company Ltd., Hangzhou 310001, China)

【机构】 浙江大学土木系浙江科技学院土木系浙江大学建筑设计研究院杭州天成预应力工程技术有限公司 浙江杭州310027浙江杭州310012浙江杭州310027浙江杭州310001

【摘要】 通过总结国内外对于预应力结构、钢结构以及钢管混凝土组合结构的研究和应用成果,在简要论述基础上,提出一种新的组合结构型式———预应力钢管混凝土组合结构。本文针对预应力钢管混凝土桁架,通过其受力机理分析,阐述了其设计方法和构造措施,给出了工程应用实例。并对目前正在进行的研究工作及发展方向作了简单探讨。

【Abstract】 On the basis of prestressed steel structures, concrete filled steel tubular/rectangular (CFST/CFSR) structures and composite structures, a new kind of composite structure named prestressed CFST/CFSR structure (PCFST/PCFSR) has been proposed, which combines the properties of steel and concrete with prestressing technique. It widens the application of steel structure and CFST(CFSR) structure. This paper simply elucidates the design procedure and the construction measures of PCFST spatial truss by analysis of its mechanical properties and mechanism. An application example is given. Finally, the development and the current research have been introduced.

【基金】 国家自然科学基金资助项目(59908011)。
  • 【文献出处】 建筑结构学报 ,Journal of Building Structures , 编辑部邮箱 ,2003年02期
  • 【分类号】TU398.9
  • 【被引频次】26
  • 【下载频次】397
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