摘要
北京五路居回迁安置房地下车库采用现浇空心楼盖结构。与实心楼盖相比,空心楼盖导致截面受力合理,力学性能良好。结构设计中,采用多种计算软件及计算方法对空心楼盖进行了分析对比。
The underground garage of Wuluju relocation housing project adopts cast-in-place hollow floor slab structure.Compared with solid floor,hollow floor has reasonable forces on equivalent cross section and favorable mechanical property.Different calculation software and calculation methods were used in structure design for contrastive analysis of hollow floor.
出处
《建筑技术》
北大核心
2016年第11期-,共3页
Architecture Technology
关键词
地下车库
空心楼盖
结构计算软件
underground garage
hollow floor
structure calculation software
