摘要
研究针对某主楼4层采用的1.8m厚混凝土板转换层结构施工,对厚大转换层混凝土板高大支模技术进行了详细介绍,并结合该工程采用的分两层叠合浇筑法施工工艺,对厚大混凝土板转换层连续支模的施工过程进行了分析,验算了支撑体系的承载能力。
Based on concrete plank frame transfer floor with 1.8m thickness in one mail-building of B-department,authors introduce high formwork erection of thick and big concrete plank frame transfer floor;according to construction technology of construction in two layer,the author expoundes heavy concrete slab on the conversion of the continuous-mode process for the construction of a support system,and checking the bearing capacity and reliability to ensure that the overall conversion layer in the process of construction safety.
出处
《工程建设与设计》
2011年第9期154-156,161,共4页
Construction & Design for Engineering
关键词
厚板转换层
分层浇筑
支撑体系
施工分析
thick slab-type transfer floor
construction in layer
supports system
construction analysis
