摘要
以某电厂集控楼的悬挑结构为例,通过分析不同跨度悬挑构件的受力特点,得出了跨度较小的悬挑结构宜采用单向板、跨度较大的悬挑结构宜采用双向板的结论,为类似悬挑结构的选型提供设计依据。
This paper takes certain power plant’s central control building as a case,analyzes loading features of cantilever members with different spans.One-way slab is suggested for small span cantilever structure,while two-way slab is sugggested for long span,which provides the basis for similar design.
作者
王廷伟
靳海芬
Wang Tingwei;Jin Haifen(State Nuclear Electric Power Planning Design&Research Institute,Beijing 100089,China)
出处
《山西建筑》
2018年第35期48-50,共3页
Shanxi Architecture
关键词
悬挑结构
优化设计
跨度
传力路径
cantilever structure
optimal design
span
force transferring path
