某现浇空心楼盖施工技术探讨  

Discussion on Construction Technology of Cast-in-situ Hollow Floor Slab

作　　者：杨国立[1] 李瑞鸽[1] 

机构地区：[1]台州学院建筑工程学院,浙江台州318000

出　　处：《台州学院学报》2012年第3期40-44,共5页Journal of Taizhou University

摘　　要：以工程实例的形式介绍现浇空心板的平面布置及结构形式。结合空心模壳的抗浮验算、内模安装及抗浮措施,详细地论述了抗偏移的现浇空心板混凝土浇筑施工方案,并对现浇空心模壳局部节点处理提出了一些可行的施工措施。Based on project examples, the paper introduces the first layout and structure of the cast-in-situ hollow slab, expounds the scheme being under anti-offset cast-in-situ hollow slab concrete construction, including checking computations of hollow shell, inside form board installation and the measures against floating shell,and puts forward some feasible measures to deal with local node of cast-in-situ hollow shell .

关 键 词：现浇空心板 空心模壳 抗浮措施 

分 类 号：TU74[建筑科学—建筑技术科学]