| 预应力混凝土空心板叠合整体板的试验与分析 |
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| 引用本文： | 崔广仁,孙福英.预应力混凝土空心板叠合整体板的试验与分析[J].河南科技大学学报(自然科学版),1999,20(1):89-92. |
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| 作者姓名： | 崔广仁 孙福英 |
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| 作者单位： | 洛阳工学院,建筑工程系,河南,洛阳,471039 |
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| 摘 要： | 研究了试验板与相邻板通过叠合层整浇成整体板后的变形、裂缝、正截面承载能力等。在均布荷载作用下的试验和电算证实：叠合面粘结完好；叠合层能与多孔板共同作用；相邻板参与作用限制试验板的横向裂缝的开展，试验板的承载能力显著提高。
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| 关 键 词： | 预应力混凝土 多孔板 组合截面板 整体 结构 变形 |
| 修稿时间： | 1998-03-18 |
Experiment and Analysis of Pre-Stressed Concrete Laminated Integral Porous Slab |
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| CUI Guangren,SUN Fuying.Experiment and Analysis of Pre-Stressed Concrete Laminated Integral Porous Slab[J].Journal of Henan University of Science & Technology:Natural Science,1999,20(1):89-92. |
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| Authors: | CUI Guangren SUN Fuying |
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| Abstract: | The deflection, crack and positive section bearing capability of integral slab formed by combining test stab with adjacent slab throungh laminated layer are studied . Test of laminated slab at uniform load and computer calculation proved that laminated facade bond fine, laminated layer work with porous slab together, adjacent slab's action limit crack spread of test slab, slab's bearing capability increase obviously. |
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| Keywords: | Pre-stressed concrete Porous Plates Composite slabs Entirety Structures Deformation |
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