摘要
为解决云南省怒江州民族中等专业学校职教中心综合楼41.35 m高处悬挑结构施工过程中的模板受力问题,设计了较为合理的模板支撑系统。介绍了作为模板支撑的工字钢梁设置与拆除方法,从而为高空混凝土结构的浇筑质量和施工安全提供了可供借鉴的经验。
In order to solve the stress problem of the formwork in the construction process of the 41.35 m cantilever structure of the comprehensive building of vocational education center of minority secondary professional school in Nujiang prefecture, Yunnan province, a reasonable formwork support system is designed. The method of setting and dismantling the I-beams as a formwork support is introduced, which provides a reference for the pouring quality and construction safety of high-altitude concrete structures.
作者
王家书
叶亮
王松涛
王嘉伟
王坤
WANGJiashu;YE Liang;WANG Songtao;WANGJiawei;WANG Kun(YCIH No.5 Construction Co., Ltd., Kunming, Yunnan 650106, China)
出处
《建筑施工》
2019年第4期636-639,共4页
Building Construction
关键词
高空悬挑结构
模板支撑
工字钢拆除
滑动支座
high-altitude can tilever structure
formwork support
I-beam dismantling
sliding support
