| 型钢混凝土柱翼缘开孔缺损率限值及补强分析 |
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| 引用本文： | 梁书亭,张根俞,殷杰. 型钢混凝土柱翼缘开孔缺损率限值及补强分析[J]. 钢结构, 2009, 24(6) |
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| 作者姓名： | 梁书亭 张根俞 殷杰 |
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| 作者单位： | 1. 东南大学土木工程学院,南京,210096
2. 上海市建筑科学研究院有限公司,上海,200032 |
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| 基金项目： | 江苏省建设厅应用研究项目 |
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| 摘 要： | 针对建筑结构中混凝土梁截面宽度比柱型钢翼缘宽度小的情况,提出混凝土梁内主筋穿过型钢混凝土柱内型钢翼缘连续配置的超规范节点形式,探讨型钢混凝土柱型钢翼缘开孔缺损率的限值、开孔后的补强方式及计算方法等有待解决的问题。
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| 关 键 词： | 型钢混凝土 翼缘开孔 限值 |
ANALYSIS OF DEFECT LIMIT AND REINFORCEMENT OF THE OPENINGS ON THE FLANGE PLATE OF STEEL REINFORCED CONCRETE COLUMN |
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| Liang Shuting,Zhang Genyu,Yin Jie. ANALYSIS OF DEFECT LIMIT AND REINFORCEMENT OF THE OPENINGS ON THE FLANGE PLATE OF STEEL REINFORCED CONCRETE COLUMN[J]. Steel Construction, 2009, 24(6) |
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| Authors: | Liang Shuting Zhang Genyu Yin Jie |
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| Affiliation: | 1.College of Civil Engineering;Southeast University;Nanjing 210096;China;2.Shanghai Research Institute of Building Science;Shanghai 200032;China |
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| Abstract: | In view of the fact that the width of the cross section of RC beam is smaller than the width of a steel flange of the column,in order to have a continuous collocation,the reinforced steel of the beam must through the steel flange.It was discussed the limit value of opening on the flange,reinforced form of the opening and their calculation methods etc. |
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| Keywords: | steel reinforced concrete opening on flange plate limit value |
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