| 24m跨格构式钢骨混凝土转换梁的设计和施工 |
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| 引用本文： | 唐柏鉴,阮含婷,李亚明. 24m跨格构式钢骨混凝土转换梁的设计和施工[J]. 工业建筑, 2008, 38(9) |
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| 作者姓名： | 唐柏鉴 阮含婷 李亚明 |
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| 作者单位： | 1. 江苏科技大学,土木工程系,镇江,212003
2. 上海建筑设计研究院,上海,200041 |
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| 摘 要： | 某24 m跨转换结构采用了格构式钢骨混凝土转换梁,介绍了该转换梁的设计与施工要点。为保证节点的工作性能,采取梁端加腋和设置节点加强桁架的构造措施,并提出了格构式钢骨混凝土节点抗剪强度计算公式及转动刚度分析方法。采用的设计思路和施工措施可供类似工程参考。
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| 关 键 词： | 格构式钢骨混凝土结构 转换结构 |
DESIGN AND CONSTRUCTION OF 24 M-LONG-SPAN LATTICE SRC TRANSFER STRUCTURE |
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| Tang Baijian,Ruan Hanting,Li Yaming. DESIGN AND CONSTRUCTION OF 24 M-LONG-SPAN LATTICE SRC TRANSFER STRUCTURE[J]. Industrial Construction, 2008, 38(9) |
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| Authors: | Tang Baijian Ruan Hanting Li Yaming |
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| Abstract: | The lattice SRC structure is used in some 24 m-span transfer structure in one building.This paper introduces the key points of its design and construction.To satisfy working performance of joints,the haunched beam and the reinforced truss at joints are applied properly,meanwhile the formula for shear strength and the analysis of rotational stiffness are presented in detail.The design idea and construction measures may be a reference for similar structures. |
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| Keywords: | lattice SRC structure transfer structure |
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