摘要
基于国信金融大厦塔楼立面折线形钢结构空腔施工实践,在具有不落地钢柱的非完整框架空腔结构施工中,运用计算机施工仿真验算和施工过程模拟技术,通过设置临时支撑的方式进行结构框架体系转换,解决非完整框架不落地钢柱施工技术难题。文章着重介绍了临时支撑拆除过程的关键控制点和施工要求。
Based on theconstruction practice of facade folded steel structure cavity of Guoxin Financial Building tower,in the construction of nonholonomic frame cavity structure with non-landing steel column,the computer construction simulation,checking calculation and construction process simulation technology are used,in order to solve the technical problem of construction of non-complete frame and non-landing steel column,the structural frame system transformation is carried out by setting temporary support.The key control points and construction requirements in the process of temporary support removal are emphatically introduced.
作者
庄添和
吴腾达
ZHUANG Tianhe ;WU Tengda(FuJian Minnan construction enginering Co.,Ltd.Quanzhou 362100)
出处
《福建建筑》
2018年第7期113-119,共7页
Fujian Architecture & Construction
关键词
非完整框架
不落地钢柱
超高层
钢结构
临时支撑
Incomplete framework
Non-landing steel column
Super high level
Steel structure
Temporary support