南京新城大厦超长混凝土结构温度应力分析与设计  

Temperature Stress Analysis and Design on Over-long Concrete Structure of Nanjing Xingcheng Building

作　　者：张磊 赵苏北 

机构地区：[1]深圳华森建筑设计与顾问有限公司南京分公司,210005

出　　处：《特种结构》2013年第6期28-32,共5页Special Structures

摘　　要：文章结合南京新城大厦工程,利用有限元软件对超长混凝土结构收缩和温差引起的内力进行模拟,得出了温降作用下结构内部温度应力的大小及其分布规律,从而对超长结构的温度作用进行了探讨,并提出无粘结预应力钢筋抵抗温度应力的方法以及施工设计中常见问题的解决方法,可为类似工程提供参考。According to the project of Nanjing Xingcheng Building,The temperature stress was analyzed by finite element analysis method,and the rules of the thermal stress distribution were given.The thermal stress of over-long concrete structure was approached.A design method of unbonded prestress for anti-temperature stress was used,the method of construction design was also given.All of these can offer reference for similar project.

关 键 词：超长混凝土结构 温度应力 无粘结预应力 后浇带 

分 类 号：TU375[建筑科学—结构工程]