| 非预应力大跨度混凝土空心现浇楼板设计 |
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| 引用本文： | 李乐,赵静涛.非预应力大跨度混凝土空心现浇楼板设计[J].十堰职业技术学院学报,2011,24(5):109-112. |
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| 作者姓名： | 李乐 赵静涛 |
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| 作者单位： | 北京华咨工程设计公司,北京,100000 |
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| 摘 要： | 大跨度结构应用范围越来越广泛,而且随着建筑技术的发展和建筑材料的更新,实现大跨度的手段也越来越多。除了预应力、钢结构、网架等通常结构以外,探讨一种普通材质为主的现浇空心板结构。结合实例,具体阐述计算及构造要点。
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| 关 键 词： | 混凝土现浇空心板 非预应力 裂缝 弹性计算模型 |
Design of the Big Span Non Prestressed Concrete Hollow Slab |
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| LI Le,ZHAO Jing-tao.Design of the Big Span Non Prestressed Concrete Hollow Slab[J].Journal of Shiyan Technical Institute,2011,24(5):109-112. |
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| Authors: | LI Le ZHAO Jing-tao |
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| Institution: | LI Le,ZHAO Jing-tao (Beijing Huazi Engineering Design Co.,Ltd,Beijing 100000,China) |
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| Abstract: | The application of a big span structure is more and more extensive.Moreover,with the development of construction technology and renovation of building materials,there are more methods to realize such a big span than before.Besides pre-stressed concrete structure,steel structure,grid structure and other normal structures,this paper probes a concrete hollow slab which consists of normal materials.Some living examples are given to elaborate the key points on calculation and construction. |
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| Keywords: | concrete hollow slab non pre-stress fissure elastic calculation model |
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