| 型钢-混凝土组合梁加固和粘钢加固的对比分析 |
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| 引用本文： | 颜卫亨,乔海军.型钢-混凝土组合梁加固和粘钢加固的对比分析[J].建筑技术,2006,37(6):434-436. |
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| 作者姓名： | 颜卫亨 乔海军 |
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| 作者单位： | 1. 长安大学建工学院,710061,西安
2. 北京矿冶研究总院,100044,北京 |
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| 摘 要： | 基于型钢-混凝土组合梁和粘钢加固框架梁的受力机理,分析比较两种加固方法的承载力极限值,提出各自的适用范围.经工程验证,分析结果符合实际情况,合理实用.
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| 关 键 词： | 结构加固 型钢-混凝土组合梁 粘钢 |
| 文章编号： | 1000-4726（2006）06-0434-03 |
| 收稿时间： | 2006-01-02 |
| 修稿时间： | 2006-01-02 |
COMPARISON BETWEEN REINFORCEMENTS OF PROFILED STEEL CONCRETE COMPOSITE BEAM AND BONDED STEEL FRAME BEAM |
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| YAN Weiheng,QIAO Haijun.COMPARISON BETWEEN REINFORCEMENTS OF PROFILED STEEL CONCRETE COMPOSITE BEAM AND BONDED STEEL FRAME BEAM[J].Architecture Technology,2006,37(6):434-436. |
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| Authors: | YAN Weiheng QIAO Haijun |
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| Abstract: | Based on the loading mechanisms of profiled steel concrete composite beam and bonded steel frame beam, the load bearing limits of the two reinforcing methods are analyzed and compared, and their applicable scope are defined respectively. Engineering test shows the analysis conclusions are rational and practical, coincident with the actual conditions. |
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| Keywords: | structure reinforcement profiled steel concrete composite beam bonded steel |
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