| 压型钢板混凝土组合板抗弯承载力影响因素的分析 |
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| 引用本文： | 王森军,杨俊杰,郑懿,邹传仁.压型钢板混凝土组合板抗弯承载力影响因素的分析[J].浙江工业大学学报,2006,34(5):580-583. |
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| 作者姓名： | 王森军 杨俊杰 郑懿 邹传仁 |
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| 作者单位： | 浙江工业大学,建筑工程学院,浙江,杭州,310032 |
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| 摘 要： | 对开口型与闭口型压型钢板混凝土组合板抗弯承载力的四个影响因素：混凝土强度等级，压型钢板混凝土组合板的高度，组合板的含钢率和压型钢板的高度的分析比较，得出组合板的含钢率和组合板的高度对组合板的抗弯承载力具有决定作用及组合板高度与压型钢板高度的关系．为组合楼板的设计提供依据．
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| 关 键 词： | 压型钢板-混凝土组合板 开口型 闭口型 抗弯承载力 |
| 文章编号： | 1006-4303(2006)05-0580-04 |
| 收稿时间： | 2006-01-19 |
| 修稿时间： | 2006年1月19日 |
The analysis of bending capacity of steel deck reinforced composite slab |
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| WANG Sen-jun,YANG Jun-jie,ZHENG Yi,ZOU Chuan-ren.The analysis of bending capacity of steel deck reinforced composite slab[J].Journal of Zhejiang University of Technology,2006,34(5):580-583. |
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| Authors: | WANG Sen-jun YANG Jun-jie ZHENG Yi ZOU Chuan-ren |
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| Affiliation: | Department of Civil Engineering, Zhejiang University of Technology, Hangzhou 310032, China |
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| Abstract: | In this paper, four factors of open and close types of steel deck reinforced composite slab. the strength rank of concrete, the height of profiled steel sheet and composite slab, the rate of steel in composite slab are compared and analyzed for the bending capacity of composite slab. The conclusion can be made that the height of profiled steel sheet and the rate of steel play important parts in bending capacity of composite slab. It can provide the design proofs for the composite slab. |
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| Keywords: | steel deck reinforced composite slab open and close types of profiled steel sheet bending capacity |
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