| 关于柱梁节点结构设计的探讨 |
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| 引用本文： | 王茂成,林则良,孙玉红,王韶华,姜学忠,孙蓬勃.关于柱梁节点结构设计的探讨[J].工业建筑,2005,35(Z1):232-234. |
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| 作者姓名： | 王茂成 林则良 孙玉红 王韶华 姜学忠 孙蓬勃 |
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| 作者单位： | 1. 烟台电力设计院,烟台,264002
2. 烟台盛懋建筑有限公司,烟台,264000 |
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| 摘 要： | 为改善柱、梁节点的结构抗震设计,从《混凝土结构设计规范》(GB50010-2002)出发,回顾了柱梁节点设计的现状,进行了梁纵向筋锚固处受力分析,认为应尽量避免同一区域实现“强锚固”和“强节点”,即:“强锚固”措施应尽量在“强节点”核心区之外的区域来实现,并优化了节点结构设计。
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| 关 键 词： | 抗震 强锚固 强节点 |
| 修稿时间： | 2005年2月20日 |
STUDY ON STRUCTURAL DESIGN OF BEAM-COLUMN NODE |
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| Wang Maocheng,Lin Zeliang,Sun Yuhong,Wang Shaohua,Jiang Xuezhong,Sun Pengbo.STUDY ON STRUCTURAL DESIGN OF BEAM-COLUMN NODE[J].Industrial Construction,2005,35(Z1):232-234. |
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| Authors: | Wang Maocheng Lin Zeliang Sun Yuhong Wang Shaohua Jiang Xuezhong Sun Pengbo |
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| Affiliation: | Wang Maocheng Lin Zeliang Sun Yuhong Wang Shaohua(Yantai Electric Power Design Institute Yantai 264002)Jiang Xuezhong Sun Pengbo(Yantai Shengmao Architectonic Co. Yantai 264000) |
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| Abstract: | In the process of building′s structure aseismic design and construction,we discover the reinforcing bar in the node is very concentrated,and pouring concrete into the node is a very difficult work.Obviously,the node has become the weakest link of the building construction.How to improve the structural design of beam column node has become the important technique that can optimize the structural design of a node. |
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| Keywords: | aseismic strengthen the anchor strengthen the node |
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