广州塔结构设计  

Structural design of Guangzhou Tower

作　　者：周定[1] 韩建强[1] 杨汉伦[1] 熊伟[1] 余永辉[1] 王伟明[1] 罗沁[1] 

机构地区：[1]广州市设计院,广州510620

出　　处：《建筑结构》2012年第6期1-12,共12页Building Structure

摘　　要：广州塔由一座高达454m的主塔体和一个高146m的天线桅杆构成,总高度600m,为高耸结构。外筒由24根钢管混凝土斜柱、环杆、斜撑组成,内筒为椭圆型钢混凝土结构。介绍了该塔形体特点,技术难题,超出规范的设计依据,外筒、内筒、天线桅杆、楼面、钢结构防腐等主要设计内容及研究、试验情况。Guangzhou Tower with total height of 600m is a high-rise structure which consists of a main tower with 454m high and a mast with 146m high. The outer tube is composed by 24 oblique columns that are made of concrete filled steel tubes, skirting bar and inclined strut. The inner tube is an oval steel reinforced concrete structure. The physical characteristics, technical problems, design basis beyond the specifications as well as the key design content, research and testing situation of outer tube, inner tube, mast, floor and steel corrosion were described.

关 键 词：广州塔 钢管混凝土柱 斜撑 环杆 内筒 天线桅杆 

分 类 号：TU398.7[建筑科学—结构工程]