应用研究 2025年 第卷 第22期

DOI: 10.7672 / sgjs2025220099

某钢屋盖三分叉组合节点设计与分析

马稳,邢沛霖,肖艳,刘钝,苏红国

作者简介:

马稳,硕士,工程师,国家一级注册结构工程师,E,mail: marvinking@ qq. com

作者单位:

中信建筑设计研究总院有限公司,湖北武汉 430000

摘要:

结合某钢屋盖结构中的三分叉钢节点设计实例,引入一类组合管钢节点方案,该节点方案可通过常规的焊接工艺加工,无需专门订模铸造,加工周期更短,经济性更好。根据不同的加强措施,拟定 5 种组合管钢节点方案。利用有限元软件对拟采用的 5 种组合管钢节点方案进行对比分析。研究结果表明,组合管钢节点方案 A3 能较好地满足设计需要。

English:

Based on the design example of a three branch steel node in a certain steel roof structure, atype of composite pipe steel node scheme is introduced. This node scheme can be processed throughconventional welding technologywithout the need for specialized mold casting,with a shorter processingcycle and better economy. Based on different strengthening measures, five composite pipe steel jointschemes are proposed. This paper uses finite element software to compare and analyze five proposedcomposite pipe steel joint schemes. The research results indicate that the combination pipe steel jointscheme A3 can better meet the design requirements.