| 关于现浇钢筋混凝土肋形楼盖中主梁钢筋保护层厚度问题的讨论 |
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| 引用本文： | 刘应龙,吕伟荣,黄靓.关于现浇钢筋混凝土肋形楼盖中主梁钢筋保护层厚度问题的讨论[J].湖南城市学院学报(自然科学版),2002,11(1):25-27. |
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| 作者姓名： | 刘应龙 吕伟荣 黄靓 |
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| 作者单位： | 1. 湖南城建高等专科学校,监理公司,湖南,益阳,413000
2. 湖南大学,土木工程学院,湖南,长沙,410082 |
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| 摘 要： | 针对主次梁钢筋交接处钢筋保护层厚度不够这一问题进行了讨论,指出了其危害性,并就施工中常见的3种处理方案的利弊进行了分析和总结.
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| 关 键 词： | 主次梁 保护层 抗弯承载力 抗剪承载力 |
| 文章编号： | 1008-9608(2002)01-0025-03 |
| 修稿时间： | 2001年12月5日 |
Discussion About the Thickness of Protective Layer of Reinforcing Bar of Main Roof Beam in Building Roof Rib Type in In-Situ Reinforced Concrete |
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| LIU Ying-long,LU Wei-rong,HUANG Liang.Discussion About the Thickness of Protective Layer of Reinforcing Bar of Main Roof Beam in Building Roof Rib Type in In-Situ Reinforced Concrete[J].Journal of Hunan City University:Natural Science,2002,11(1):25-27. |
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| Authors: | LIU Ying-long LU Wei-rong HUANG Liang |
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| Institution: | LIU Ying-long1,LU Wei-rong2,HUANG Liang2 |
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| Abstract: | This essay gives an overall discussion about the lacking of the thickness of reinforcing bar protective layer in the joining place of the main and secondary roof beam, points out its harmfulness clearly, and at the same time analyses and summarizes the advantages and disadvantages of the three common disposal schemes in construction. |
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| Keywords: | main and secondary roof beam protective layer bearing capacity of resistance to curve bearing capacity of resistance to shear |
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