摘要
针对目前大跨空间体系的应用日益频繁,提出超重大型模板支撑设计问题.笔者就特定的模板及支撑求出了最大适应高度,并就一定高度范围内的不同梁高值分别进行支撑体系验算,提出设计方案,并对两种不同型号模板支撑体系经济性进行了比较,同时给出计算流程图,以备供具体工程计算参考.
The design of overweight large form is advanced to meet the increasing demand of large-span space system. In this paper, the biggest adaptive height of designated form and brace is calculated; the checking on the brace system of different beam height in definite extent is conducted and the design scheme is provided; the economic gains of two different types of form bracing system are compared. In order to be of reference to concrete projects, the calculating form bracing system and the calculating flowchart are offered.
出处
《青岛理工大学学报》
CAS
2005年第5期114-117,共4页
Journal of Qingdao University of Technology
关键词
大跨空间体系
支撑体系
大模板
large-span space system, bracing system, large form