| 预应力混凝土空心叠合板结构性能试验研究 |
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| 引用本文： | 刘成才,李九宏,刘善彬. 预应力混凝土空心叠合板结构性能试验研究[J]. 四川建筑科学研究, 2010, 36(6) |
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| 作者姓名： | 刘成才 李九宏 刘善彬 |
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| 作者单位： | 1. 中州大学工程技术学院,河南,郑州,450044
2. 河南省地球物理工程勘察院,河南,郑州,450053 |
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| 摘 要： | 通过对4块170 mm厚预应力混凝土空心叠合板进行结构性能试验,得出该类构件结构性能的相关结论,并对该类构件结构性能的影响因素进行了分析,对预应力混凝土空心板作底板的装配整体式叠合楼盖的工程应用提出了相关建议。
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| 关 键 词： | 预应力混凝土空心底板 叠合板 结构性能 承载力 延性 |
The experimental study on the structural performance of the prestressed concrete laminated hollow slabs |
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| LIU Chengcai,LI Jiuhong,LIU Shanbin. The experimental study on the structural performance of the prestressed concrete laminated hollow slabs[J]. Building Science Research of Sichuan, 2010, 36(6) |
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| Authors: | LIU Chengcai LI Jiuhong LIU Shanbin |
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| Affiliation: | LIU Chengcai1,LI Jiuhong1,LIU Shanbin2 (1.College of Engineering , Technology,Zhongzhou University,Zhengzhou 450044,China,2.Henan Academy of Geophysical , Engineering Exploration,Zhengzhou 450053,China) |
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| Abstract: | Through structural performance testing of 4 single supported prestressed-concrete laminated hollow slabs,the paper draws correlative conclusions about structural performances,analyses the factors which influence component's ductility and tables proposals on assembly-integral composite floor which used prestressed concrete hollow slabs as soleplate. |
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| Keywords: | prestressed concrete hollow soleplate laminated slab structural performance bearing capacity ductility |
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