摘要
在某粮仓项目施工中,根据24m跨屋面板上弦板呈二次抛物线变化,屋面板为薄壳拱结构等特点,制定合理的支模和混凝土浇筑方案,确保了工程质量及安全。
According to the upper slab of the 24-meter-span with the second-degree parabola diversification,and with the characteristic of thin shell and arch structure for the roof slab,reasonable formwork bracing and concrete pouring methods are constituted to insure the engineering quality and safety.
出处
《广东土木与建筑》
2011年第6期41-43,共3页
Guangdong Architecture Civil Engineering
关键词
屋面板
薄壳
支模
混凝土浇筑
roof slab
thin shell
formwork bracing
concrete pouring