| 无粘结预应力陶粒混凝土板试验分析 |
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| 引用本文： | 冷大敬.无粘结预应力陶粒混凝土板试验分析[J].交通科技与经济,2005,7(2):17-18. |
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| 作者姓名： | 冷大敬 |
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| 作者单位： | 哈尔滨理工大学基建处,黑龙江,哈尔滨,150080 |
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| 摘 要： | 试件是模拟高层建筑中广泛使用的跨度8m左右的无粘结预应力砼板设计的,通过检验性试验证明无粘结预应力轻骨料砼板不但轻质高强而且结构性能好,恢复力综合经济指标好,是高层建筑大跨结构的首选材料和结构形式。
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| 关 键 词： | 高强陶粒 轻骨料砼 无粘结预应力砼 |
| 文章编号： | 1008-5696-(2005)02-0017-02 |
| 修稿时间： | 2004年5月21日 |
Experimental analysis of non-coherence prestressed figuline concrete slab |
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| LENG Da-jing.Experimental analysis of non-coherence prestressed figuline concrete slab[J].Technology & Economy in Areas of Communications,2005,7(2):17-18. |
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| Authors: | LENG Da-jing |
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| Abstract: | The experimental object is designed to simulate the non-coherence prestressed concrete slab long in 8m that is widely used in the construction of high buildings and large mansions. It has proved that this sort of light material concrete serves in a good quality and structure, with high recovering index, and tends to be the first consideration as material in great span constructions. |
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| Keywords: | high strength figuline light material concrete non-coherence prestressed concrete |
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