太仓规划展示馆结构设计
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叶永毅1，舒赣平2，张为民1，张涛2，王宝清1，危大结2，曹彦凯1(1 苏州设计研究院股份有限公司，苏州 215021； 2 东南大学土木工程学院， 南京 210096)［摘要］阐述了太仓规划展示馆的设计思路。该馆空间造型复杂，由体型复杂的钢筋混凝土框架-剪力墙结构、鱼形单层网壳及钢结构玻璃采光顶组成，形成彼此既相互独立又相互支承的系统。鱼形单层网壳采用了新型的高强螺栓毂节点，很好地满足了受力及工期的要求；采光顶的大跨度部分采用预应力张弦梁结构，达到了实用性和经济性的统一。［关键词］框架-剪力墙结构； 网壳； 钢结构； 空间结构； 高强螺栓毂节点； 预应力张弦梁结构中图分类号：TU318,TU393.3 文献标识码：A 文章编号：1002-848X(2013)20-0001-05Structure design of Taicang Urban Planning Exhibition HallYe Yongyi1, Shu Ganping2, Zhang Weimin1, Zhang Tao2, Wang Baoqing1, Wei Dajie2, Cao Yankai1(1 Suzhou Institute of Architectural Design Co., Ltd., Suzhou 215021，China; 2 School of Civil Engineering, Southeast University, Nanjing 210096, China)Abstract: Design concept of Taicang Urban Planning Exhibition Hall was introduced. The project is a spatial structure with complicated facades and is composed of reinforced concrete frame-shear wall structure, fish-shaped single-layer shell and steel skylight. Thus the system of which is independent and supported mutually is formed. A new type high-strength bolts hub-shape inlay joint was applied to fish-shaped single-layer shell to meet the requirements of the force bearing and construction duration. Prestressed beam string structure was applied to the large-span parts of skylight to reach the harmony of economy and practicability.Keywords: frame-shear wall structure; shell; steel structure; spatial structure; high-strength bolts hub-shape inlay joint; prestressed beam string structure作者简介：叶永毅，硕士，研究员级高级工程师，一级注册结构工程师，副总工程师，Email:yongyi.ye@siad-c.com。参考文献［1］SAP2000中文版使用指南［M］. 北京：人民交通出版社，2006.［2］GB 50205—2001钢结构工程施工质量验收规范［S］. 北京：中国计划出版社，2002.［3］JGJ 61—2003网壳结构技术规程［S］. 北京：中国建筑工业出版社，2003.［4］ 浙江大学空间结构研究中心. 苏州工业园区物流大厦单层采光顶毂形节点试验报告［R］. 2009.
