- 摘 要
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(深圳华森建筑与工程设计顾问有限公司广州分公司, 广州 510045)
[摘要] 应用3D3S软件对某湖畔餐吧钢结构进行优化设计,在不改变基本结构布置前提条件下,采用减少主要结构构件尺寸壁厚、减少檩条向上的贯通构件数量方法进行优化,计算结果表明,优化后的结构既可满足结构受力要求,又不影响建筑功能,最终省约一半用钢量,取得了较好经济效益。
[关键词] 3D3S;优化;结构布置;檩条;用钢量
中图分类号:TU391 文献表识码:A 文章编号:
作者简介:陈进旗,硕士,工程师,Email:jin_qi_chen@163.com。
Optimized design of a lakeside steel bar scene
Chen Jinqi,Li Lijun
(Huasen Architectural & Engineering Designing Consultant Ltd. , Guangzhou 510045, China)
Abstract: 3D3S software application to optimize for a lakeside steel bar scene, layout without changing the basic structure of the arrangement, but reducing the size of the main components’s wall thickness, reducing upward through purlins method to optimize the number of components, the results show that the optimized the structure can meet the force structure requirements, without affecting the function of the building, and ultimately by about half the amount of steel, and achieved good economic results.
Keywords: 3D3S; optimize; structural arrangement;purlin; the amount of steel
参 考 文 献
[1] GB 50011—2010建筑抗震设计规范 [S]. 北京:中国建筑工业出版社,2010.
[2] GB 50009—2012 建筑结构荷载规范 [S]. 北京:中国建筑工业出版社,2012.
[3] GB 50017—2003钢结构设计规范 [S]. 北京:中国建筑工业出版社,2003.