摘要
钢-混凝土组合空腹板是一种新型的组合结构形式。详细介绍并讨论了一跨度为19·5m、平面尺寸19·5m×31m、设计荷载较大的钢-混凝土组合空腹板楼盖的分析、计算、设计及施工,给出了结构的布置和主要受力性能,以及构件和节点构造设计。施工后的检测证明,理论分析可靠,工程效果良好。
Steel-concrete composite open-web plate is a new type of composite structure. The design and construction of a steel-concrete open-web floor of which span is 19.5m, measure of plan is 19.5m × 31m,are introduced and discussed under big design load. The structural arrangement, mechanical behavior and the design of members and joints are presented. The test after construction indicates that the analysis is credible and the design is successful.
出处
《建筑结构》
CSCD
北大核心
2005年第10期23-24,34,共3页
Building Structure
基金
国家自然科学基金项目资助(50478122)
