摘要
通过对平面轴线尺寸为25.2 m×33.6 m大跨度楼盖的结构分析,探讨了大跨度混凝土结构的设计方法,提出了钢筋混凝土井字梁式楼盖结构的设计方案,可为类似大跨度楼盖结构的设计提供参考。
Through the structural analysis of the long-span floor with a plane axis size of 25.2 m×33.6 m,the design method of the long-span concrete structure is discussed,and the design scheme of the reinforced concrete well-shaped beam-type floor structure is put forward,which can provide a reference for the design of similar long-span floor structures.
作者
白焕一
BAI Huan-yi(Beijing Urban Development Institute of Design&Research Co.,Ltd.,Beijing 100011,China)
出处
《混凝土与水泥制品》
2022年第2期76-81,共6页
China Concrete and Cement Products
关键词
大跨度混凝土结构
正交井字梁
斜交井字梁
Long-span concrete structure
Orthogonal well-shaped beam
Oblique well-shaped beam
