摘要
该体育场位于非洲塞内加尔首都市区北部,体育场新建罩棚部分为长悬挑结构。综合建筑效果、使用功能、经济性、施工条件等因素选取了屋面桁架加V形尾桁架为主要受力结构并配套支撑系统的结构形式。综合考虑了受力性能、加工难度及经济性等因素,设计了新颖且受力合理的支座节点,可以为相关工程提供参考。本工程在设计的全过程均采用了参数化技术,对各个软件间的数据交换进行了打通,并形成了一套高效的建模、计算、出图工作流程,对参数化技术在复杂钢结构中的应用进行了有益的探索。
The stadium is located in the north of the capital city of Senegal,Africa,and the new canopy part of the stadium is a long cantilever structure.In this paper,the roof truss and the V-shaped tail truss are selected as the main stress part and the supporting system is matched with the factors of building effect,use function,economy,construction conditions and other factors.In this paper,factors such as force performance,processing difficulty and economy are comprehensively considered,and novel and reasonable bearing nodes are designed,which can provide reference for related projects.This project adopts parameterization technology in the whole process of design,which has opened up the data exchange between various software,and formed a set of efficient modeling,calculation and drawing workflow.The application of parametric technology in complex steel structure is beneficially explored.
作者
闫崴
尹胜兰
岂泽宇
赵凯
梁佐鹏
YAN Wei;YIN Shenlan;QI Zeyu;ZHAO Kai;LIANG Zuopeng(China Architecture Design Group,Beijing 100044,China)
出处
《建筑结构》
CSCD
北大核心
2022年第S01期556-560,共5页
Building Structure
关键词
长悬挑结构
结构选型
空间结构
参数化设计
long cantilever structure
structure selection
spatial structure
parametric design
作者简介
第一作者:闫崴,硕士,结构工程师,主要从事多高层建筑混凝土结构、钢结构及空间结构的分析与设计工作,mail:structuretjuyan@qq.com。
