| 闭口型压型钢板-混凝土组合楼板受剪承载力的试验研究 |
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| 引用本文： | 吴蕊,史庆轩,委旭.闭口型压型钢板-混凝土组合楼板受剪承载力的试验研究[J].水利与建筑工程学报,2008,6(4). |
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| 作者姓名： | 吴蕊 史庆轩 委旭 |
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| 作者单位： | 西安建筑科技大学,土木工程学院,陕西,西安,710055 |
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| 摘 要： | 压型钢板-混凝土组合楼板因具有刚度大、延性好、施工方便、经济效益优越等特点,目前在我国得到较广泛的应用。通过对YX65-170-510闭口型镀锌压型钢板-混凝土组合楼板的试验,分析了不同剪跨下,混凝土厚度、压型钢板厚度、楼板高度等因素对组合楼板极限承载力的影响和楼板荷载-挠度关系曲线,对压型钢板和混凝土之间的纵向受剪性能进行了研究,确定了该类型压型钢板-混凝土组合楼板的纵向抗剪承载力计算公式。
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| 关 键 词： | 压型钢板 组合楼板 纵向受剪承载力 |
Experimental Study on Shear-bearing Capacity of Composite Floor Slab with Closed Profiled Steel Sheet-concrete |
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| WU Rui,SHI Qing-xuan,WEI Xu.Experimental Study on Shear-bearing Capacity of Composite Floor Slab with Closed Profiled Steel Sheet-concrete[J].Journal of Water Resources Architectural Engineering,2008,6(4). |
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| Authors: | WU Rui SHI Qing-xuan WEI Xu |
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| Affiliation: | College of Civil Engineering;Xi'an Scientific and Technical University of Architecture;Xi'an;Shaanxi 710055;China |
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| Abstract: | Recently,the composite floor slab with the profiled steel sheet-concrete has been extensively applied to engineerings because of its big rigidity,good ductility,ease for construction,and good economic returns etc.Through the experiments for the composite floor slabs with the YX65-170-510 closed profiled steel sheet-concrete,the influence on the ultimate bearing capacity of the slabs by the factors of concrete thickness,sheet thickness,slab height and so on under different shear span ratio is analyzed as wel... |
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| Keywords: | profiled steel sheet composite floor slab longitudinal shear-bearing capacity |
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