| 闭口型压型钢板—混凝土组合板发展综述 |
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| 引用本文： | 谭燕,谢伟平.闭口型压型钢板—混凝土组合板发展综述[J].山西建筑,2007,33(6):154-155. |
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| 作者姓名： | 谭燕 谢伟平 |
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| 作者单位： | 1. 武汉理工大学,湖北武汉,430070
2. 武汉理工大学土木工程与建筑学院,湖北武汉,430070 |
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| 摘 要： | 通过与开口型压型钢板—混凝土组合板的比较分析,得出了新型闭口型压型钢板—混凝土组合板的截面、技术和综合成本优势等;并概括出了闭口型压型钢板—混凝土组合板的受弯承载力、纵向抗剪承载力以及刚度的计算公式,最后指出了其发展中存在的问题。
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| 关 键 词： | 闭口型压型钢板—混凝土组合板 承载力 刚度 计算公式 |
| 文章编号： | 1009-6825(2007)06-0154-02 |
| 修稿时间： | 2006年9月15日 |
The development of closed profiled sheeting-concrete composite slab |
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| TAN Yan,XIE Wei-ping.The development of closed profiled sheeting-concrete composite slab[J].Shanxi Architecture,2007,33(6):154-155. |
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| Authors: | TAN Yan XIE Wei-ping |
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| Affiliation: | TAN Yan XIE Wei-ping |
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| Abstract: | Through analyzing the comparison between closed and opened profiled sheeting-concrete composite slab,this paper gets the advantages of new-type closed profiled sheeting-concrete composite slab in section,technique and comprehensive cost,summarizes its bending capacity,lateral shearing resistant capacity and calculation formula of its rigidity,and points out the problems existed in its development. |
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| Keywords: | closed profiled sheeting-concrete composite slab bearing capacity rigidity calculation formula |
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