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钢筋混凝土主次梁相交节点配筋构造分析
引用本文:游强,游猛.钢筋混凝土主次梁相交节点配筋构造分析[J].中州大学学报,2011,28(1):118-120.
作者姓名:游强  游猛
作者单位:1. 宜宾学院,经济与管理学院,四川,宜宾,644000
2. 南华大学,建筑工程与资源环境学院,湖南,衡阳,421001
摘    要:分析了主次梁相交节点处八字形斜裂缝产生机理,在此基础上,对工程中一些常见不合理做法进行辨析,并提出相应的配筋构造建议,以保证节点传力安全可靠,加强结构或构件之间连接的整体性。

关 键 词:主次梁相交节点  八字形斜裂缝  不合理做法辨析  配筋构造建议

On Reinforcement Structure of Intersection Joints of Reinforced Concrete Main And Secondary Beams
YOU Qiang,YOU Meng.On Reinforcement Structure of Intersection Joints of Reinforced Concrete Main And Secondary Beams[J].Journal of Zhongzhou University,2011,28(1):118-120.
Authors:YOU Qiang  YOU Meng
Institution:YOU Qiang1,YOU Meng2 (1.School of Economics and Management,Yibin University,Sichuan Yibin 644000,China,2.School of Urban Construction,University of South China,Hunan Hengyang 421001,China)
Abstract:This paper analyzed the mechanism of splayed oblique crack on the intersection joints of reinforced concrete main and secondary beams,discusses some unreasonable practices in construction and offers some suggestions on reinforcement structure in order to ensure the safety and reliability of load-transferring on intersection joints and to strengthen the integrity of the structure.
Keywords:intersection joints of main and secondary beams  splayed oblique crack  unreasonable practice  suggestion on reinforcement structure  
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