采光顶钢结构选型研究与工程应用
作者简介:
刘峰,工程师,Email:1249217830@qq.com
作者单位:
(1.北京城建集团有限责任公司, 北京100088; 2.清华大学土木工程系,北京100084;3.中国联合工程有限公司,浙江杭州310052; 4.北京科技大学未来城市学院,北京100088)
基金项目:
国家自然科学基金面上项目(52378164)
摘要:
采光顶作为融合采光功能与建筑美学的关键外围护结构,在现代公共建筑中得到了广泛应用。常见的结构形式包括刚性结构(梁系、单层/双层网格)、柔性结构(索桁架、索网)以及杂交结构(张弦梁、索穹顶等)。梳理了采光顶钢结构的主要组成形式,分类阐述了各类体系的受力特性与设计要点,并重点分析了斜拉索及车辐式采光顶结构的受力机理。同时,介绍了风荷载、地震作用及温度效应等关键设计技术,并结合典型工程案例,综述了其在结构设计与施工方法方面的研究进展。在此基础上,展望了采光顶钢结构的未来研究方向与发展趋势。

English:
As a key envelope structure integrating daylighting functionality and architectural aesthetics, skylights have been widely used in modern public buildings. Common structural forms include rigid structures (beam systems, singlelayer/doublelayer grids), flexible structures (cable trusses, cable nets), and hybrid structures (beamstring structures, cable domes, etc.). This paper reviews the main composition forms of steel skylight structures, classifies and elaborates the loadbearing characteristics and design essentials of various structural systems, and focuses on the mechanical mechanisms of cablestayed and spoketype skylight structures. Meanwhile, key design considerations such as wind loads, seismic actions, and temperature effects are introduced. Based on several typical engineering cases, the research progress in structural design and construction methods is summarized. On this basis, future research directions and development trends of steel skylight structures are prospected.