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底部两层框架——抗震墙砖房抗震设计探讨
引用本文:史美娥,刘秀华,杜冬梅,赵书军.底部两层框架——抗震墙砖房抗震设计探讨[J].山东冶金,2001,23(3):30-32.
作者姓名:史美娥  刘秀华  杜冬梅  赵书军
作者单位:1. 山东省冶金设计院,山东,济南,250014
2. 历城区规划建筑设计院,山东,济南,250100
3. 济南钢铁集团总公司,山东,济南,250101
摘    要:根据《建筑抗震设计规范》(GBJ11-89)中有关底层框架-抗震墙砖房的规定,从工程实用的角度出发,探讨了度部两层框架-抗震墙砖房的设计要点,并从过渡层楼板,构造柱的设置、抗震墙的设置、结构形式、抗震墙的构造、钢筋混凝土圈梁、过渡层外纵墙、上部承重砖墙等的构造设计方面提出了抗震构造措施。

关 键 词:底部框架砖房  抗震墙  过渡层  抗震设计
文章编号:1004-4620(2001)03-0030-03
修稿时间:2000年12月31

Discuss on Earthquake-resistant Design of Brick Building with Frame-Earthquake Resisting Wall in two Base Layers
SHI Mei e\ ,LIU Xiu hua\ ,DU Dong mei\ ,ZHAO Shu jun\.Discuss on Earthquake-resistant Design of Brick Building with Frame-Earthquake Resisting Wall in two Base Layers[J].Shandong Metallurgy,2001,23(3):30-32.
Authors:SHI Mei e\  LIU Xiu hua\  DU Dong mei\  ZHAO Shu jun\
Affiliation:SHI Mei e\ 1,LIU Xiu hua\ 2,DU Dong mei\ 2,ZHAO Shu jun\ 3
Abstract:According to relative specification on brick building with frame earthquake resisting wall in base in Building Seismic Design Rules(GBJ11 89),the key design points on brick building with frame earthquake resisting wall in two base layers were discussed from practical application.Measures on resisting earthquake structure were proposed in setting of transitional layer,construction columns,earthquake resisting walls,forms and structure of earthquake resisting walls,and the design of gird beam of reinforced concrete,longitudinal walls outside of transitional layer and bearing brick walls at top.
Keywords:brick building with base frame  frame  earthquake resisting wall  transitional layer
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