| 钢管混凝土框架钢筋贯通式刚性节点的实验研究 |
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| 引用本文： | 陈洪涛,吴时适,肖永福,张金龙,吕明翔.钢管混凝土框架钢筋贯通式刚性节点的实验研究[J].哈尔滨建筑大学学报,1999(2). |
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| 作者姓名： | 陈洪涛 吴时适 肖永福 张金龙 吕明翔 |
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| 作者单位： | 哈尔滨建筑大学(陈洪涛)，深圳市建筑设计二院(吴时适)，深圳市邮电局(肖永福，张金龙，吕明翔) |
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| 摘 要： | 深圳市邮电信息枢纽中心大厦工程中，钢管混凝土框架的梁柱节点，采用了钢筋贯通式刚接节点。介绍了开圆孔和开长圆孔的节点的构造和模型试验结果，提出了设计计算方法和要求，实验结果表明这种节点满足刚接节点要求，开长圆孔节点应加设箍筋，以提高节点的整体性和刚度。
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| 关 键 词： | 钢管混凝土框架 钢筋贯通式刚接节点 模型试验 设计要求 |
The Experimental Research of Steel Bar Passed through Rigid Joint of CFST Frame |
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| Chen Hongtao,Wu Shishi,Xiao Yongfu,Zhang Jinlong,Lu Mingxiang.The Experimental Research of Steel Bar Passed through Rigid Joint of CFST Frame[J].Journal of Harbin University of Civil Engineering and Architecture,1999(2). |
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| Authors: | Chen Hongtao Wu Shishi Xiao Yongfu Zhang Jinlong Lu Mingxiang |
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| Affiliation: | Chen Hongtao;Wu Shishi;Xiao Yongfu;Zhang Jinlong;Lu Mingxiang |
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| Abstract: | In the structure of Communication Information Center of Shenzhen, the steel bar passed through rigid joint is adopted in CFST frame. The structure of this joint and the experimental results are introduced in this paper, And the design requirements are suggested. |
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| Keywords: | concrete filled steel tubular(CFST) frame steel bar passed through rigid joint model experiment design requirements |
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