| 高层建筑混凝土剪力墙结构连梁设计及超筋处理问题探讨 |
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| 引用本文： | 郑有伟.高层建筑混凝土剪力墙结构连梁设计及超筋处理问题探讨[J].福建建设科技,2010(4):26-28. |
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| 作者姓名： | 郑有伟 |
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| 作者单位： | 泉州市建筑设计院,泉州,362000 |
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| 摘 要： | 在高层混凝土剪力墙结构体系中,连梁设计模型的调整相当频繁。在结构体系合理的情况下,当采取一般的措施仍难使剪力墙结构连梁的设计符合要求,文章从分析剪力墙结构体系的连梁工作与破坏机理,并结合工程实例,提出了解决连梁设计超筋问题的措施。
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| 关 键 词： | 剪力墙结构 连梁设计 超筋处理 |
Discussion about Design and over-reinforced problem Treatment of coupling beam of Concrete shear wall structure in Skyscraper |
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| Zheng Youwei.Discussion about Design and over-reinforced problem Treatment of coupling beam of Concrete shear wall structure in Skyscraper[J].Fujian Construction Science & Technology,2010(4):26-28. |
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| Authors: | Zheng Youwei |
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| Abstract: | In high-rise concrete shear wall structure system,adjustment of coupling beam model is frequently.When the structure system is reasonable,while the design of coupling beam of shear wall structure can not meet the requirement under common measures,based on the analysis of working and failure mechanism of coupling beam of the shear wall structure system,combined with engineering practice,this paper puts forward the solution of the over-reinforced problem in coupling beam design. |
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| Keywords: | The shear wall structure coupling beam design treatment of over-reinforcing |
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