摘要
通过理论推导得出新浇混凝土对倾斜模板体系侧压力和对垂直模板体系侧压力的关系,在此基础上,对某歌剧院工程项目中的典型超高倾斜柱模板及支撑体系进行研究,通过相关规范内容及力学计算分析、构件设计,提供超高倾斜柱模板及支撑体系的设计方案。
The relationship between the lateral pressure of the newly cast concrete on the tilting formwork system and the lateral pressure on the vertical formwork system is derived through theoretical derivation.On this basis,the paper studies the typical ultra-high tilting column formwork and support system in an opera house project,and provides the design scheme of the ultra-high tilting column formwork and support system through the relevant specification content and mechanical calculation analysis and component design as well.
作者
吴奇超
Wu Qichao(China Ship Building Ninth Design and Research Institute Engineering Co.,Ltd.,Shanghai 200063,China)
出处
《山西建筑》
2023年第9期71-74,共4页
Shanxi Architecture
关键词
新浇混凝土
倾斜柱
侧压力
支撑体系
newly cast concrete
inclined column
lateral pressure
support system
