建筑钢结构进展2025，Vol.27Issue(10)：1-12,31,13.DOI:10.13969/j.jzgjgjz.20240503001
冷弯薄壁型钢-轻混凝土复合墙体受力性能研究综述
Review of Study on Mechanical Performance of Cold-Formed Thin-Walled Steel-Lightweight Concrete Composite Walls
高超 1方浩杰 2王卫永3
作者信息
- 1. 中国华冶科工集团有限公司,北京 100176||重庆大学 土木工程学院,重庆 400045
- 2. 重庆大学 土木工程学院,重庆 400045
- 3. 重庆大学 土木工程学院,重庆 400045||山区土木工程安全与韧性全国重点实验室,重庆 400045
- 折叠
摘要
Abstract
With the continuous promotion of the concept of sustainable development and the increasing level of industrialization in construction,the cold-formed thin-walled steel(CFS)structural system has been widely applied in building structures.As a crucial component of building structures,walls play a pivotal role in resisting external loads.Traditional CFS-panel composite walls are mainly suitable for low-rise building structures.However,the composite walls need to have higher bearing capacity and more diversified functions to be suitable for multi-story and high-rise building structures.This paper summarizes the current main forms of CFS composite walls and related research on their compressive and shear mechanical performance.The design methods of concrete composite walls in relevant domestic and foreign specifications are summarized,and a design example is presented to compare these design methods.The main problems and research trends of current CFS-lightweight concrete composite walls are noted,which are useful for the development of multi-story and high-rise CFS structural systems in China.关键词
冷弯薄壁型钢/复合墙体/轻混凝土/受力性能/研究进展Key words
cold-formed thin-walled steel/composite wall/lightweight concrete/mechanical performance/research progress分类
建筑与水利引用本文复制引用
高超,方浩杰,王卫永..冷弯薄壁型钢-轻混凝土复合墙体受力性能研究综述[J].建筑钢结构进展,2025,27(10):1-12,31,13.
