| 冷弯薄壁型钢焊接节点试验研究与对比分析 |
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| 引用本文： | 赵莹.冷弯薄壁型钢焊接节点试验研究与对比分析[J].吉林建筑工程学院学报,2012,29(3):5-8. |
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| 作者姓名： | 赵莹 |
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| 作者单位： | 吉林建筑工程学院城建学院,长春,130111 |
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| 基金项目： | 吉林省教育厅“十一五”科学技术研究项目，吉林建筑工程学院城建学院重点科研基金项目 |
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| 摘 要： | 冷弯薄壁型钢节点通常采用拉铆钉或自攻螺钉作为连接方式,这种连接方式的缺点是承载力低,对构件的截面有削弱.本文采用试验方法对3种不同构造的冷弯薄壁型钢焊接节点进行研究和分析,并与相同构造的自贡螺钉连接节点的性能进行了对比分析,得到了关于冷弯薄壁型钢焊接节点的有益结论.
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| 关 键 词： | 冷弯薄壁型钢 焊接节点 试验 |
Test Study and Contrast Analysis About Cold- formed Thin -wall Steel Welding Joint |
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| ZHAO Ying.Test Study and Contrast Analysis About Cold- formed Thin -wall Steel Welding Joint[J].Journal of Jilin Architectural and Civil Engineering,2012,29(3):5-8. |
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| Authors: | ZHAO Ying |
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| Affiliation: | ZHAO Ying (Urban Construction of Jilin Institute of Architecture and Civil Engineering, Changchun, China 130111) |
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| Abstract: | The cold -formed thin -walled steel node usually adopts pulling rivets or tapping screws as connection. The bearing capacity of this connection is low, the sections are weakened. This article got useful conclusions of cold - formed thin - walled steel welding joints through experimental research and contrast analysis. |
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| Keywords: | cold - formed thin - wall steel welding joint test |
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