高层建筑结构楼板设计方法探讨  

Discussion of floor slab design method in high-building structure

作　　者：陈天虹[1] 林英舜 徐琎[1] 

机构地区：[1]浙江科技学院建筑工程学院,杭州310023 [2]浙江耀江建筑设计研究有限公司,杭州310012

出　　处：《浙江科技学院学报》2008年第1期38-41,共4页Journal of Zhejiang University of Science and Technology

摘　　要：总结近年来设计实践中碰到的问题,分析楼板在高层建筑结构中的作用、受力特性,细述楼板的"计算设计"、"概念设计"和"构造措施",以"楼板协调各抗侧力构件(结构)共同工作"为主线索,提出楼板设计的一些思路:楼板的平面布置要满足规则性要求;楼板的竖向布置要满足均匀性要求;楼板应有一定的配筋和尺度,以形成足够的强度和刚度;薄弱部位楼板,要增加板厚、加强配筋。Based on the experience gained of reinforced concrete floor slab in high-buildi S C s t f from recent projects, we analyze mechanical behavior ng structure, explain the concept of computation deign, conceptual design and construction measurement. Aimed at interaction of anti-lateral force component coordinated by floor slab, we propose some principles： the plane layout of floor slab hould be regular; the vertical layout of floor slab should be uniform; the reinforcing steel bar in he slab should be firm enough to ensure strength and rigidity; and to strengthen the weak parts of loor slab, the slab should be thicker and the reinforcing steel should be more.

关 键 词：高层建筑结构 钢筋混凝土楼板 结构设计方法 

分 类 号：TU973.3[建筑科学—结构工程]