| 钢筋混凝土抗震连系梁的设计与施工 |
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| 引用本文： | 李爱群,曹征良.钢筋混凝土抗震连系梁的设计与施工[J].东南大学学报(自然科学版),1997,27(3):1-5. |
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| 作者姓名： | 李爱群 曹征良 |
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| 作者单位： | [1]东南大学土木工程系 [2]深圳大学 |
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| 摘 要： | 钢筋混凝土抗震连系梁适用于地震区高层剪力墙中跨高比小于２．５的连系梁，本文探讨抗震系梁沿剪力墙高度的合理布置，并介绍了抗震连系梁的截在特性计算，截面承载力计算，设计建议和构造要求以及施工方法。
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| 关 键 词： | 钢筋混凝土 抗震连系梁 设计 施工 连系梁 |
Design and Construction of Aseismic Reinforced Concrete Coupling Beams |
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| Li Aiqun,Cheng Wenrang.Design and Construction of Aseismic Reinforced Concrete Coupling Beams[J].Journal of Southeast University(Natural Science Edition),1997,27(3):1-5. |
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| Authors: | Li Aiqun Cheng Wenrang |
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| Abstract: | Aseismic reinforced concrete coupling beam is suitable for coupling beam with ratio of span to height less than 2.5 in high rise shearwall in seismic zone. The appropriate arrangement of aseismic coupling beams along the height direction of shearwall is discussed. The design of aseismic coupling beam, such as calculation of section properties, carrying capacity, design suggestion and construction demands, is introduced. The construction steps of aseismic coupling beam are also given. |
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| Keywords: | reinforced concrete aseismic couping beam design construction |
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