| 双向无粘结预应力混凝土井式楼盖的设计研究 |
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| 引用本文： | 张应翠. 双向无粘结预应力混凝土井式楼盖的设计研究[J]. 四川建筑科学研究, 2001, 27(1): 41-43 |
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| 作者姓名： | 张应翠 |
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| 作者单位： | 合肥联合大学建工系, |
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| 摘 要： | 双向井字梁楼盖可在不增加层高的基础上提供大空间及美观的室内开花，通过－设计实例，较详细地介绍了无粘结部分预应力混凝土井字 梁结构 的方案确定、设计计算，说明双向无粘结部分预应力结构合理、施工方便。
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| 关 键 词： | 无粘结 预应力混凝土 等效荷载 井式楼盖 |
| 文章编号： | 1008—1933(2001)01—0041—03 |
| 修稿时间： | 1999-11-26 |
The research of cross-beam floor in unbonded partially prestressed concrete |
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| ZHANG Ying-cui. The research of cross-beam floor in unbonded partially prestressed concrete[J]. Building Science Research of Sichuan, 2001, 27(1): 41-43 |
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| Authors: | ZHANG Ying-cui |
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| Abstract: | The use of cross-beam floor in structure can make a wide space and an elegant ceiling without increasing the budget.This article through an engineering example maily introduces methods used to determine scheme,analysis structure.The article clarifies two-way unboaded partially prestressed concrete has reasonable structure and is convenient for construction. |
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| Keywords: | unboaded-prestressed concrete partially prestressed cross-beam floor equivalent load |
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