建筑结构

2017, v.47(S1) 217-220

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青云社区管理服务中心结构设计与分析
Structural design and analysis of Qingyun Community Management Service Center

张路;梁卫靖;张晓旭;
Zhang Lu;Liang Weijing;Zhang Xiaoxu;China Architecture Design Group;Nanning Yinxiang Real Estate Development Limited Liability Company;

摘要(Abstract):

青云社区管理服务中心地上3~9层,主体结构最大高度42m,地上划分为4个结构单体,分别选用框架和框架-剪力墙结构体系,最大结构平面尺寸99m×73m。首先结合建筑方案说明了结构分缝原则和各单体结构体系选型。随后系统介绍了项目设计过程中针对各结构单体平面不规则项和穿层柱不规则项选用的设计措施。同时,结合单体情况对框架和框架-剪力墙2种结构体系的经济性做了对比分析。最后,对基础方案及轻微液化处理措施进行了重点说明。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。
Qingyun Community Management Service Center with the maximum height of 42 m and 3~9 floors is cut into 4 structural monomers,and adopts the frame structure system and the frame-shear wall structure system respectively,and the maximum plane dimension is 99 m×73 m.Firstly,combined architecture scheme,the structural segmentation principle and the structural system selection of the main structure were explained.Then,the design measures about the plane irregularity and the jump pillar irregularity of the structure were systematically introduced.At the same time,the economic analysis of two kinds of structural systems of frame and frame-shear wall was made with the monomer situation.Finally,the selection of the based scheme and the slight liquefaction treatment measures 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): 结构体系;平面不规则;穿层柱;轻微液化
structure system;plane irregularity;jump pillar;slight liquefaction

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作者(Author): 张路;梁卫靖;张晓旭;
Zhang Lu;Liang Weijing;Zhang Xiaoxu;China Architecture Design Group;Nanning Yinxiang Real Estate Development Limited Liability Company;

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