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作 者:李阳 LI Yang(China Railway 15TH Bureau Group Third Engineering Co.,610000,Chengdu,China)
机构地区:[1]中铁十五局集团第三工程有限公司,成都610000
出 处:《建筑技术》2025年第5期578-580,共3页Architecture Technology
摘 要:为解决建筑中异形幕墙结构的安装问题,基于武夷新区项目的结构形式,对出屋面幕墙、小角度倾角幕墙、大角度倾角幕墙、结构错层等多种异形幕墙进行分析研究,对异形幕墙结构安装的非标准吊篮进行设计。验证架体自身及风荷载下架体的稳定性。在确保满足架体自身稳定性的同时建立主体结构模型,对主体结构的荷载能力进行复核。通过模型计算,论证了非标准吊篮在异形建筑幕墙形式中应用的合理性,同时复核了吊篮施工荷载对主体结构的影响。In order to solve the installation problem of special-shaped curtain wall structure in buildings,based on the structural form of Wuyi New District project,including out of the roof curtain wall,small angle inclination curtain wall,large angle inclination curtain wall,structural staggered floors and other special-shaped curtain wall analysis and research,the non-standard suspended platforms for special-shaped curtain wall structure installation are designed.Verify the stability of the frame itself and the frame under wind load.While ensuring the stability of the frame itself,the main structure model is established and the load capacity of the main structure is reviewed.Through the model calculation,the rationality of the application of the non-standard suspended platforms in the form of special-shaped building curtain wall is demonstrated,and the influence of the construction load on the main structure is reviewed.
分 类 号:TU974[建筑科学—建筑技术科学]
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