杭州江干区全民健身中心结构设计
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(浙江大学建筑设计研究院,杭州 310027)[摘要]杭州江干区全民健身中心属综合性体育建筑,功能较为复杂。结构设计为满足建筑的要求,重点解决了超长结构地下室基础的沉降控制及无缝设计,对上部结构进行了温度场作用下的非线性有限元分析,并采用沿纵向设置无粘结预应力筋等方法控制温度变形。还介绍了屋盖管桁架结构及其高低部位的连接处理。[关键词]超长结构;预应力梁;管桁架Structural design of the National Fitness Center in Jianggan district of HangzhouKan Jianzhong, Gan Gang, Wei Kaizhong, Cao Zhiyi(Architectural Design and Research Institute of Zhejiang University, Hangzhou 310027, China)Abstract:The National Fitness Center in Jianggan district of Hangzhou is a comprehensive sports construction with complex function. In order to satisfy the need of the architecture, structural design resolves the foundation settlement control and the seamless floor design of overlength basement structure. The non-linear FEM to the superstructure under temperature load has been carried out. After the FEM analysis,several methods like setting prestress steel bar without bond along longitudinal direction are adopted to control the temperature deformation. The tube truss system of the roof structure and the connecting processing of high-low position are introduced.Keywords:overlength construction;prestressed beam;tube truss system作者简介:阚建忠,一级注册结构工程师,Email:savesee@sina.com。参考文献[1]李志磊,干钢,唐锦春.超长框架结构在温度场作用下的空间变形特性和内力研究[J].工业建筑,2004,(4):36-39.[2]A H NILSON, Z P BAZANT, et al. Report on Finite Element Analysis of Reinforced Concrete[R]. Virginia: ASCE,1982.[3]江见鲸.钢筋混凝土非线性有限元分析[M].西安:陕西科学技术出版社,1994.[4]朱伯龙,董振祥. 钢筋混凝土非线性分析[M].上海:同济大学出版社,1985.[5]丁大钧.现代混凝土结构[M].北京:中国建筑工业出版社,2002.