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长沙机场T3航站楼雪荷载数值模拟及取值
引用本文:徐爱民,陈志强,马永兴,吴鹏程,李正良,汪之松. 长沙机场T3航站楼雪荷载数值模拟及取值[J]. 重庆大学学报(自然科学版), 2022, 45(12): 116-124
作者姓名:徐爱民  陈志强  马永兴  吴鹏程  李正良  汪之松
作者单位:湖南机场建设指挥,长沙 410107;中国建筑西南设计研究院有限公司,成都 610041;重庆大学 土木工程学院,重庆 400044
摘    要:持续大量降雪在建筑物屋盖表面造成大量积雪,同时在风雪天气条件下,雪粒会发生复杂的漂移运动,使建筑的屋面会发生风致雪漂移现象,导致屋面局部实际雪荷载值超过设计值。长沙机场T3航站楼为造型较为独特的大跨屋盖结构,通过CFD(computational fluid dynamics)数值模拟方法对屋盖积雪分布进行研究,并分析设计取值。在模拟雪荷载时,采用了较为常用的VOF(volume of fluid)法,通过设定各相的体积分数来模拟其空间分布。数值模拟结果表明,积雪迁移现象对多级屋面的积雪分布产生显著影响,导致雪荷载分布不均匀。进一步结合荷载规范进行雪荷载包络设计,得到大厅区域和指廊区域的雪荷载分布系数。

关 键 词:航站楼    雪荷载  数值模拟
收稿时间:2021-04-14

Numerical simulation of snow loading on Changsha airport terminal 3
XU Aiming,CHEN Zhiqiang,MA Yongxing,WU Pengcheng,LI Zhengliang,WANG Zhisong. Numerical simulation of snow loading on Changsha airport terminal 3[J]. Journal of Chongqing University(Natural Science Edition), 2022, 45(12): 116-124
Authors:XU Aiming  CHEN Zhiqiang  MA Yongxing  WU Pengcheng  LI Zhengliang  WANG Zhisong
Affiliation:Hunan Airport Construction Headquarter, Changsha 410107, P. R. China;China Southwest Architectural Design and Research Institute, Chengdu 610041, P. R. China;School of Civil Engineering, Chongqing University, Chongqing 400044, P. R. China
Abstract:Intensive snowfall causes heavy snow load on the roof of buildings. Meanwhile, complex migration of snow particles would occur on surface of roof due to wind, which would cause heavier snow loading on roof than design specification. Changsha airport terminal 3 has a super-large structure with a very complex shape and large-span roof. In this paper, a numerical simulation was carried out on snow loading distribution of its roof and the design value was discussed. Migration of snow particles was simulated by means of Volume of Fluid (VOF) model and volume fractions of both air and snow phase were obtained. Numerical simulation results showed that snow migration has a significant effect on snow distribution of multi-level roofs, resulting in uneven snow load distribution. Moreover, snow load envelope was designed in accordance with the specification and the snow load distribution coefficients of lobby and corridor were obtained, applicable for further structural design.
Keywords:airport terminal  wind  snow loading  numerical simulation
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