巨型框架结构的设计与研究  

作　　者：韩小雷[1] 王建区[1] 季静[1] 郑宜[1] 

机构地区：[1]华南理工大学建筑学院高层建筑结构研究所,广州510640

出　　处：《特种结构》2005年第4期19-21,35,共4页Special Structures

摘　　要：本文介绍了平面尺寸16m×16m,高108m,高宽比达6.75的交联电缆生产线立塔的结构设计。该立塔属于B级高度的钢筋混凝土高层建筑结构,针对其结构特点,在结构选型、结构布置、结构计算和构造措施等方面进行了详细的探讨,通过方案对比,采用巨型框架结构,该巨型结构很好地满足了规范和使用的要求。This paper presents the structure design of a high-rise building in detail, which is a tower workshop of product line of cable. The building is 108 meters tall, and have a height-to-width ratio 6.75 near to the limit of code, and is a high-rise building with B grade height. We use effective measures to meet with its structural characters by bodily form choosing, structure plane arrangement, structure computing and some structural measures. According to contrast of examoles , the mega frame structure can well satisfr the code and the use demand.

关 键 词：高耸结构 高宽比 轴压比 构造措施 延性 

分 类 号：TU375.4[建筑科学—结构工程] TH312[机械工程—机械制造及自动化]