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装配式刚边框-冷弯薄壁型钢骨架组合墙体受力性能研究
引用本文:马杰,王卫永,邢永辉,丁勇. 装配式刚边框-冷弯薄壁型钢骨架组合墙体受力性能研究[J]. 建筑钢结构进展, 2021, 23(3): 23-33. DOI: 10.13969/j.cnki.cn31-1893.2021.03.003
作者姓名:马杰  王卫永  邢永辉  丁勇
作者单位:重庆大学土木工程学院,重庆 400045;重庆大学土木工程学院,重庆 400045;重庆大学山地城镇建设与新技术教育部重点实验室,重庆 400045
基金项目:国家自然科学基金(51878096)。
摘    要:冷弯薄壁型钢组合墙体主要由冷弯薄壁型钢骨架和外敷面板组成,结构轻巧,绿色环保,多用于中低层建筑,一般在施工现场拼装完成.为提升墙体的施工速度和安装效率,在墙体四周增设焊接刚性边框,提出一种新型装配式刚边框-冷弯薄壁型钢骨架组合墙体,该墙体在工厂预制完成,现场采用螺栓与周围构件连接.建立有限元模型分析面板类型、斜撑、螺钉...

关 键 词:冷弯薄壁型钢  刚性边框  装配式组合墙体  力学性能  有限元模拟

Research on the Mechanical Property of Prefabricated Cold-Formed Thin-Walled Steel Composite Wall with Rigid Frame
MA Jie,WANG Weiyong,XING Yonghui,DING Yong. Research on the Mechanical Property of Prefabricated Cold-Formed Thin-Walled Steel Composite Wall with Rigid Frame[J]. Progress in Steel Building Structures, 2021, 23(3): 23-33. DOI: 10.13969/j.cnki.cn31-1893.2021.03.003
Authors:MA Jie  WANG Weiyong  XING Yonghui  DING Yong
Affiliation:(School of Civil Engineering,Chonging University,Chongqing 400045,China;Key Laboratory of New Technology for Construction of Cities in Mountain Area,Ministry of Education,Chongqing University,Chongqing 400045,China)
Abstract:Cold-formed thin-walled steel composite wall is fabricated with cold-formed steel framework and sheathed plate.This wall has the advantages of light and green,and is suitable for middle and low-rise buildings.It is often assembled at the construction site.In order to improve the construction speed and assembly efficiency,a new prefabricated cold-formed thin-walled steel composite wall with rigid frame was proposed,by adding rigid frame at external edge.The new wall can be fabricated at factory and built using bolts on site.A finite element method is established and used to analyze the influence of board type,diagonal brace,screw spacing,rigid frame and opening on the load capacity of wall,and the design methods are proposed.The results show that diagonal braces can improve the lateral stiffness and the shear capacity of new wall sheathed with gypsum,but have little influence on the axial bearing capacity and the shear capacity of the wall sheathed with oriented strand board.It is better to adopt a short screw spacing(100 mm at board edge and 300 mm inside the board)to allow the rigid frames to reach their full capacities,and the rigid frame need not to be too thick.The new wall usually fails at the corner of the opening,the shear capacity decreases greatly with the increase of the size of opening,but the position of the opening has little effect on shear performance.
Keywords:cold-formed thin-walled steel  rigid frame  prefabricated composite wall  mechanical property  finite element simulation
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