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

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。

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.