首页 | 本学科首页   官方微博 | 高级检索  
     

预应力斜拉索钢结构转换层在混凝土结构体系中的应用
引用本文:浦正锷,张志伟,朱明,蒋科仪.预应力斜拉索钢结构转换层在混凝土结构体系中的应用[J].工程质量,2009,27(11):97-101.
作者姓名:浦正锷  张志伟  朱明  蒋科仪
作者单位:中建三局第一建设工程有限责任公司,广东,深圳,518003 
摘    要:深圳万科中心工程结构体系复杂,通过采用斜拉索将竖向结构和2层水平楼板相连接,从而在底部得到大跨度空间。通过对施工方案进行比较、改进和优化,采用了上部结构逆作法施工以及顺、逆作法相结合的施工方法,巧妙地解决了结构施工过程的索力及变形控制难题。

关 键 词:斜拉索  逆作法  变形控制  工况模拟计算

Application of the Conversion Layer of Prestressed Cable-stayed Steel in the Concrete Structural System
PU Zheng-e,ZHANG Zhi-wei,ZHU Ming,JIANG Ke-yi.Application of the Conversion Layer of Prestressed Cable-stayed Steel in the Concrete Structural System[J].Quality of Civil Engineering and Construction,2009,27(11):97-101.
Authors:PU Zheng-e  ZHANG Zhi-wei  ZHU Ming  JIANG Ke-yi
Affiliation:(the First Construction Engineering Limited Company of China Construction Third Engineering Bupeau, Shenzhen 518003, China)
Abstract:ShenZhen Vanke Center Project will widely use the cable-stayed technology of large-span structures such as bridges in construction work,the structure is designed with cable-stayed structure conversion,than a continuous large space will be formed at the bottom of the building.The load of the upper structure will successfully be converted to vertical component through the steel structure of pre-stressed cable-stayed and the ground floor.The particular structural system of its construction process,structural safety and construction process for structural deformation control and so on,is an unprecedented technical problems and challenges.
Keywords:stayed-cable  reverse construction method  deformation control  simulation conditions
本文献已被 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号