太原科技创新城V-2地块结构设计与分析
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摘要
太原科技创新城V-2地块地上2~9层,主体结构最大高度40.5m,地上划分为6个结构单体,选用框架-剪力墙结构体系。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。最后,结合单体情况对本工程和本部门部分既往项目的经济性做了对比分析。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的满足规范要求,结构安全、可靠,结构设计可行。
Taiyuan Science and Technology Innovation City V-2 block is 2 ~ 9 floors on the ground,the maximum height of the main structure is 40. 5 m,the ground is divided into six structural monomers,the framework-shear wall structure system is used. Firstly,combined architecture scheme,the structural segmentation principle and the structural system selection of the main structure was explained. Then,the design measures about the plane irregularity and the jump pillar irregularity of the structure systematically were introduced. Finally,a comparative analysis of the economy of this project and some of the previous projects in this department was conducted in conjunction with the monomer situation. 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.
Taiyuan Science and Technology Innovation City V-2 block is 2 ~ 9 floors on the ground,the maximum height of the main structure is 40. 5 m,the ground is divided into six structural monomers,the framework-shear wall structure system is used. Firstly,combined architecture scheme,the structural segmentation principle and the structural system selection of the main structure was explained. Then,the design measures about the plane irregularity and the jump pillar irregularity of the structure systematically were introduced. Finally,a comparative analysis of the economy of this project and some of the previous projects in this department was conducted in conjunction with the monomer situation. 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.
引文
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[3]徐培福,傅学怡,王翠坤,等.复杂高层建筑结构设计[M].北京:中国建筑工业出版社,2005.
[4]陈彬磊,江磊鑫.超高超限工程的规范条文及建议[J].建筑结构,2014,44(2):8-12.
[5]朱炳寅,娄宇.建筑地基基础设计方法及实例分析[M].北京:中国建筑工业出版社,2013.