河北工业科技2012，Vol.29Issue(1)：44-48,61,6.
现浇混凝土空心楼盖体系受弯研究
Flexionmoment of hollow and girderless concrete floor
魏书华 1崔国良 2王晓君3
作者信息
- 1. 河北科技大学建筑工程学院,河北石家庄 050018
- 2. 河北科技大学总务处,河北石家庄050018
- 3. 河北科技大学信息科学与工程学院,河北石家庄050018
- 折叠
摘要
Abstract
Hollow and girderless floor has two dramatic features. One is that the high tensile thin steel pipes are buried in plank, thus forming hollowness. Which alleviates the dead-weight. The other is that the shaded oblate beam is set up between pipes of post, which strengthens whole structure stiffness and increase earthquake-resistant function. The paper analyzes its mechanical property and discusses the reasonable calculation method.关键词
空心无梁楼盖/暗扁梁/薄壁钢管/混凝土/弯矩Key words
hollow and girderless floor/ shaded oblate beam/ thin steel pipes/ concrete/ flexural moment分类
建筑与水利引用本文复制引用
魏书华,崔国良,王晓君..现浇混凝土空心楼盖体系受弯研究[J].河北工业科技,2012,29(1):44-48,61,6.
