| 现浇混凝土空心楼板的简化计算及应用 |
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| 引用本文： | 单燕菁.现浇混凝土空心楼板的简化计算及应用[J].广西工学院学报,2007,18(1):76-79. |
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| 作者姓名： | 单燕菁 |
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| 作者单位： | 中铁建柳州勘察设计院,广西,柳州,545007 |
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| 摘 要： | 根据刚度、面积等效的原则,介绍了将跨度近似相等的现浇混凝土空心楼板转化为等厚度实心楼板的计算理论的推导过程;并通过工程实例进行比较分析,证明现浇空心板较传统梁板体系更为经济。
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| 关 键 词： | 现浇空心楼板 刚度 造价 |
| 文章编号： | 1004-6410（2007）01-0076-04 |
| 收稿时间： | 2006-10-12 |
| 修稿时间： | 2006年10月12 |
Simplified calculation method and its application for cast-in-place hollow floor slab |
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| SHAN Yan-qing.Simplified calculation method and its application for cast-in-place hollow floor slab[J].Journal of Guangxi University of Technology,2007,18(1):76-79. |
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| Authors: | SHAN Yan-qing |
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| Affiliation: | China Railway Construction Corporation Liuzhou Survey and Design Institute, Liuzhou 545007, China |
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| Abstract: | Based on rigidity and area equivalence principle,the method for converting the calculation of the cast-in-place hollow floor slab into that of the solid slab of the approximate span and same thickness was presented.Through the case study of the project,the result showed that the cast-in-place hollow floor slab was less expensive than the conventional beam slab system. |
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| Keywords: | cast-in-place hollow floor slab rigidity cost |
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