超高层单元体吊装技术及安装施工方法研究
Research on Hoisting Technology and Installation Construction Method of Super-High-Rise Unit
刘小春1
作者信息
- 1. 浙江亚厦幕墙有限公司 浙江 杭州 310008
- 折叠
摘要
超高层建筑幕墙单元体是一种非常普遍的建筑结构形式,被广泛地应用于目前的高档建筑工程中.本文以某商务办公楼超高层单元体吊装施工为例,采用框架式幕墙设计结构,计算超高层单元体吊装动力参数,按照超高层单元体的吊装技术要求,对超高层单元体进行了吊装安装.实验结果表明,所提方法的超高层单元体吊装时间较短,能够有效提高实际施工效率.
Abstract
The curtain wall unit of super-high-rise building is a very common form of building structure,which is widely used in the current high-end construction projects.In this paper,taking the hoisting construction of a super-high-rise unit of a commercial office building as an example,the frame-type curtain wall design structure is used and the hoisting dynamic parameters of the super-high-rise unit are calculated.The super-high-rise unit is hoisted and installed according to the hoisting technical requirements of the super-high-rise unit.The experimental results show that the proposed method has a short hoisting time of the super-high-rise unit and can effectively improve the actual construction efficiency.
关键词
超高层/单元体/吊装技术/安装施工Key words
super-high-rise/unit body/hoisting technology/installation and construction引用本文复制引用
出版年
2024
NETL
NSTL
万方数据