2015年11月上 施工技术 第44卷第21期 CONSTRUCTION TECHNOLOGY 51 D01:10.7672/sgjs2015210051 深圳南山幕墙预应力结构施工技术研究 张东，王磊2，孙善星，卜龙瑰3 (1.北京市建筑工程研究院有限责任公司，北京100039；2.中交第二公路勘察设计研究院有限公司， 湖北武汉430058；3.北京市建筑设计研究院有限公司，北京100045) [摘要]深圳南山幕墙预应力结构由竖向拉索与水平鱼腹式空腹桁架构成，基于MIDAS/Gen对结构进行了受力和 变形分析，确定了张拉时每层拉索的预应力值.采用“分层安装提升、逐层调整索长、一级张拉成型”的施工方法. 该方法避免了预应力施工和玻璃安装施工的交叉进行，从而保证了结构施工过程中的安全. [关键词]装饰装修；幕墙；变形；预应力；索长调整；施工技术 [中图分类号]TU767.6 [文献标识码]A[文章编号]1002-8498(2015)21-0051-04 Research on Construction Technology of Prestressed Structure in Curtain Wall of Shenzhen Nanshan District Zhang Dong' Wang Lei2 Sun Shanxing' Bu Longgui' (1.Beijing Building Construction Research Institute Co.Lid.Beijing 100039 China;2.CCCC Secon Highway Consuluants Co. Lad.Wuhan Hubei 430058 China;3.Beijing Institute of Architectural Design Beijing 100045 China) Abstract:The curtain wall prestressed structure of Shenzhen Nanshan district is made of vertical cables and vierendeel truss of horizontal lenticular type.Based on software MIDAS/Gen structure stress and deformation were analyzed to determine the prestressed value of each cable.Using construction method of layered installation and ascension adjusting the cable length layer by layer tensioning cables at one time to form structure model the cross construction of prestressing and glass installation can be avoid to ensure the safety in construction process. Key words:decoration;curtain wall;deformation;prestressing;adjustment of cable length;construction 1工程概况 深圳南山项目位于深圳市南山区海德二道与 后海大道交汇处.主体结构为中庭塔楼...
深圳南山幕墙预应力结构施工技术研究.pdf
