| 钢筋混凝土结构框架节点钢筋施工方法 |
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| 引用本文： | 武晓东,张子龙,朱同然.钢筋混凝土结构框架节点钢筋施工方法[J].建筑技术,2006,37(11):819-820. |
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| 作者姓名： | 武晓东 张子龙 朱同然 |
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| 作者单位： | 北京城建四建设工程有限公司,100084,北京 |
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| 摘 要： | 由于目前没有钢筋混凝土结构钢筋细部节点统一作法，在节点钢筋设计时易出现钢筋配筋率过大或钢筋锚固不足等现象。根据施工现场部分钢筋节点作出了相应的受力分析及对不利因素的解决办法，对工程中节点钢筋的设计与施工进行了探讨。
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| 关 键 词： | 框架 节点 钢筋 设计 |
| 文章编号： | 1000-4726（2006）11-0819-02 |
| 收稿时间： | 2006-08-20 |
| 修稿时间： | 2006-08-20 |
JOINT RE-BAR CONSTRUCTION OF RC STRUCTURE FRAME |
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| WU Xiaodong,ZHANG Zilong,ZHU Tongran.JOINT RE-BAR CONSTRUCTION OF RC STRUCTURE FRAME[J].Architecture Technology,2006,37(11):819-820. |
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| Authors: | WU Xiaodong ZHANG Zilong ZHU Tongran |
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| Affiliation: | Beljing Chengjiansi Construction Co.,Ltd.,100084,Beijing,China |
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| Abstract: | As no uniform method has been formed yet for the joint re-bar of RC structure presently, over reinforcement or less reinforcement may occur in the joint rebar design. The design and construction of joint re-bar in engineering is discussed according to the load analysis on some site joint rebar and the solution of adverse factors. |
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| Keywords: | frame joint re-bar design |
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