底部抽柱带转换层的异形柱结构分析  

Analysis of Special-shaped Columns Structures with Reduced Columns and Transfer Story at the Bottom

作　　者：熊进刚[1] 金坤玮[1] 

机构地区：[1]南昌大学建筑工程学院,江西南昌330031

出　　处：《南昌大学学报（工科版）》2009年第3期252-255,259,共5页Journal of Nanchang University(Engineering & Technology)

基　　金：建设部科技资助项目(建标[2002]84号)

摘　　要：通过实例讨论了托柱框架梁结构布置和截面尺寸确定的有关要求,提出了与现行国家行业标准《混凝土异形柱结构技术规程》不同的结构布置方案,分析结果对带转换层的混凝土异形柱结构有较好的工程应用价值,并为进一步完善国家行业标准《混凝土异形柱结构技术规程》提供参考。The requirements of structure arrangement and cross section size of transfer girder in special-shaped columns structures with reduced gestion of structure arrangement practical use of concrete special- columns and transfer story at the bottom are discussed by real examples. The sug different from the national standard is put forward. It has important meanings in shaped column structures with transfer story, and can be used as a reference for further compiling the national standard ＂Technical Regulations on Concrete Special-Shaped Column Structures＂.

关 键 词：异形柱 转换梁 结构布置 框架 

分 类 号：TU375.4[建筑科学—结构工程]