大连国际会议中心超长空间弯扭外围护钢柱安装技术  

INSTALLATION TECHNIQUE FOR SUPER-LONG SPACE BENT AND TWISTED EXTERNAL ENCLOSURE STEEL COLUMN OF DALIAN INTERNATIONAL CONFERENCE CENTER PROJECT

作　　者：周光毅[1] 王磊[1] 唐家如[1] 毛立贤[1] 陈超[1] 

机构地区：[1]中国建筑第八工程局有限公司大连分公司,辽宁大连116021

出　　处：《建筑技术》2013年第4期294-298,共5页Architecture Technology

摘　　要：大连国际会议中心工程弯扭外围护钢柱结构工程量大,施工难度大。在采用SAP2000等软件进行施工过程模拟的基础上,有针对性地实施了复杂空间钢结构的安装施工,施工质量满足规范及设计要求,为后续外装饰工程施工创造了条件。In the Dalian International Conference Center project, huge workload and high difficulties are encountered during construction of bent and twisted external enclosure steel column structure. SAP2000 software is used to simulate the construction course and installation construction of complex space steel structure is planed and carried out. The construction quality successfully satisfies the code and design requirements, providing favorable conditions for following exterior decoration.

关 键 词：弯扭外围护钢柱 刚性连接 铰接支座 托架 悬挂 焊缝 

分 类 号：TU758.11[建筑科学—建筑技术科学]