| “浅梁式”双向板楼盖体系的应用探讨 |
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| 引用本文： | 张永良,吴吉祥. “浅梁式”双向板楼盖体系的应用探讨[J]. 安徽职业技术学院学报, 2005, 4(1): 17-20 |
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| 作者姓名： | 张永良 吴吉祥 |
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| 作者单位： | 1. 北京中天元工程设计有限责任公司,北京,100036
2. 安徽中铁四局设计研究院,安徽,合肥,230023 |
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| 摘 要： | 文章通过实用算例介绍了“浅梁式”双向板楼盖的计算方法和适用条件,分析和讨论了该结构的受力性能和节点构造,与普通无梁楼盖和宽扁梁楼盖在经济性、合理性和施工质量控制方面进行了比较。
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| 关 键 词： | 无梁楼盖 宽扁梁 相对抗弯刚度 相对抗扭刚度 |
| 文章编号： | 1672-9536(2005)01-0017-04 |
| 修稿时间： | 2004-09-08 |
The Discussion About the Application of "Shallow Beams" Two-way Supporting Slab |
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| ZHANG Yong-liang,WU Ji-xiang. The Discussion About the Application of "Shallow Beams" Two-way Supporting Slab[J]. Journal of Anhui Vocationcal Technical College, 2005, 4(1): 17-20 |
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| Authors: | ZHANG Yong-liang WU Ji-xiang |
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| Abstract: | This research has been done through practical calculation examples to illustrate the calculation methods and suitable conditions of the "shallow beams" two-way supporting slab, the load bearing characteristics and construction details of this type of structure have been analyzed as well. The article also compares this type of slabs with ordinary beamless slabs and slabs with wide-shallow beams in terms of economy, rationality, and construction quality control. |
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| Keywords: | beamless slab wide-shallow beams relative anti-bending rigidness relative anti-twisting rigidness |
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