| 冷弯薄壁型钢-OSB板楼盖的试验研究 |
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| 引用本文： | 滕学锋,曹宝珠,许超,逯琳琳,孙国栋,曹冉.冷弯薄壁型钢-OSB板楼盖的试验研究[J].吉林建筑工程学院学报,2009,26(2):1-5. |
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| 作者姓名： | 滕学锋 曹宝珠 许超 逯琳琳 孙国栋 曹冉 |
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| 作者单位： | 1. 吉林建筑工程学院土木工程学院,长春,130021
2. 吉林大学,长春,130033 |
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| 基金项目： | 长春市科技局计划项目 |
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| 摘 要： | 为研究冷弯薄壁型钢-OSB板组合楼盖的承载力和延性性能，对其进行了足尺静力试验，得出了受力性能的一般规律．试验结果表明，用自攻螺钉连接的卷边C型钢和OSB板能够共同工作，并具有较高的承载力和较好的廷性性能，能够满足多层轻钢住宅的楼面承载力要求．
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| 关 键 词： | 冷弯薄壁型钢-OSB板楼盖 足尺静力试验 承载力 延性性能 |
Experimental Research on Cold Formed Steel OSB Floor |
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| TENG Xue-feng,CAO Bao-zhu,XU Chao,LU Lin-lin,SUN Guo-dong,CAO Ran.Experimental Research on Cold Formed Steel OSB Floor[J].Journal of Jilin Architectural and Civil Engineering,2009,26(2):1-5. |
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| Authors: | TENG Xue-feng CAO Bao-zhu XU Chao LU Lin-lin SUN Guo-dong CAO Ran |
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| Affiliation: | 1:School of Civil Engincering;Jilin Institute of Architecture and Civil Engineering;Changchun;China 130021;2:Jilin University;China 130033 |
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| Abstract: | Experimental research on cold formed steel-OSB composite floor in full size was carried on to research its bearing capacity and ductility performances.Therefore,the mechanical properties of this composite floor was concluded.The experiment results indicate that flanged edge C-shaped cold formed steel member and OSB board connected with self-threading screw can work in coordinate action.This composite floor can meet the requirement of multi-story light-gauge dwelling with higher bearing capacity and better d... |
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| Keywords: | cold formed steel-OSB composite floor full size static test bearing capacity ductility performance |
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