建筑结构

2016, v.46(S1) 105-108

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青岛国家通信产业园结构设计与分析
Structural design and analysis of national( Qiaodao) communications industry park

张路;郭翔;芮建辉;郭云龙;
Zhang Lu;Guo Xiang;Rui Jianhui;Guo Yunlong;China Architecture Design Group;Qingdao Jianlu Engineering Consulting Co.,Ltd.;

摘要(Abstract):

青岛国家通信产业园项目地上22层,主体结构高度96.0m,采用框架-核心筒(主楼)、框架-剪力墙(裙房)结构体系,结构平面尺寸75m×187m。首先结合建筑方案及经济性分析说明了主体结构的体系选型。随后,系统介绍了项目设计过程中针对主体结构的不规则项选用的设计措施。同时,对框架-核心筒结构体系的筒体优化设计方案要点进行了具体陈述。最后,对基础方案的比选进行了重点说明。研究及设计结果表明:通过选用合理的计算措施和设计措施,原结构的不规则性得到有效控制,结构各项计算指标可以较好地满足规范要求,结构安全、可靠,结构设计可行。
National( Qiaodao) communications industry park with the height of 96. 0m and 22 floors on the grand,uses the frame core-wall structure system( main building) and the frame-shear wall structure system( podium),and the plane dimension of 75 m × 187 m. Firstly,combined architecture scheme and economic analysis,the structural system selection of the main structure was explained. Then,the design measures about the plane irregularity,the vertical irregularity and the other irregularity of the structure systematically were introduced. At the same time,the optimization design of cylinder of the frame core-wall structure system particularly was stated. Finally,the selection of the based scheme was emphatically presented. Research and design results show that,by using reasonable computational measures and design measures,the irregularity of the original structure has been effectively controlled,and the structure calculation index can better meet the requirements of the standards. The structure is safe,reliable and the structural design is feasible.

关键词(KeyWords): 框架-核心筒;不规则控制;拱形结构;不均匀沉降
frame core-wall;irregular control;arch structure;uneven settlement

Abstract:

Keywords:

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作者(Author): 张路;郭翔;芮建辉;郭云龙;
Zhang Lu;Guo Xiang;Rui Jianhui;Guo Yunlong;China Architecture Design Group;Qingdao Jianlu Engineering Consulting Co.,Ltd.;

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DOI: 10.19701/j.jzjg.2016.s1.021

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