大空间模板支撑体系优化设计  

The Optimum Design of Large-Space Form Bracing System

作　　者：梁振辉[1] 许婷华[1] 章伟[1] 任春梅 

机构地区：[1]青岛理工大学土木工程学院,青岛266033 [2]青岛市建设工程交易中心,青岛266071

出　　处：《青岛理工大学学报》2005年第5期114-117,共4页Journal of Qingdao University of Technology

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.

关 键 词：大跨空间体系 支撑体系 大模板 

分 类 号：TU755.2[建筑科学—建筑技术科学]