| 钢-混凝土预制板组合梁试验研究 |
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| 引用本文： | 戴益民,李正农.钢-混凝土预制板组合梁试验研究[J].自然灾害学报,2006,15(5):178-182. |
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| 作者姓名： | 戴益民 李正农 |
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| 作者单位： | 1. 湖南工业大学,土木系,湖南,株洲,412008;湖南大学,土木学院,湖南,长沙,410082
2. 湖南大学,土木学院,湖南,长沙,410082 |
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| 摘 要： | 对12个不同预留孔形、孔内不同填充材料的推出试件及2根不同预留孔形的完全剪力连接与1根部分剪力连接的钢-混凝土预制板组合梁进行了试验，结果表明，只要预留孔形设计合理，灌孔混凝土强度得当，钢-混凝土预制板组合梁就具有良好的组合效应和整体工作性能，是一种有发展前途和广泛应用领域的新型组合结构。
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| 关 键 词： | 钢-混凝土组合梁 钢-混凝土预制板组合梁 栓钉 组合效应 |
| 文章编号： | 1004-4574（2006）05-0178-05 |
| 收稿时间： | 2006-04-20 |
| 修稿时间： | 2006-08-28 |
Experimental study on composite steel-precast concrete panel beam |
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| DAI Yi-min,LI Zheng-nong.Experimental study on composite steel-precast concrete panel beam[J].Journal of Natural Disasters,2006,15(5):178-182. |
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| Authors: | DAI Yi-min LI Zheng-nong |
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| Institution: | I. Department of Civil Engineering, Hunan University of Technology, Zhuzhou 412008, China; 2. College of Civil Engineering, Hunan University, Changsha 410082, China |
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| Abstract: | The experimental study of twelve push-out specimens with different hole molds and different materials filled in holes and two composite steel-FDPCP(full-depth precast concrete panels) beams of a full shear connection and different hole mold,as well as a composite steel-FDPCP beams of a partial shear connection and square holes was conducted in this paper,the authors gain following results: three composite steel-FDPCP beams all have good composite action and perfect work behaviors as a whole and the composite steel-FDPCP beams is a new-style structure which should get further research and development. |
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| Keywords: | composite steel-concrete beams composite steel-precast concrete panel beams shear studs composite action |
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