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天津大跨椭球形展厅结构方案对比与分析
引用本文:位翠霞,田继明,蒋录珍,颜丽娟. 天津大跨椭球形展厅结构方案对比与分析[J]. 河北工业科技, 2016, 33(1): 73-77
作者姓名:位翠霞  田继明  蒋录珍  颜丽娟
作者单位:;1.河北科技大学建筑工程学院;2.北京威斯顿建筑设计有限公司石家庄分公司
基金项目:国家自然科学基金(51308182);河北省自然科学基金(E2014208143);河北省建设科技研究指导性计划项目(2014-226);石家庄市科技支撑计划项目(11123511)
摘    要:针对天津某大跨椭球形展厅双向钢拱结构和钢-混凝土组合结构2种方案,对比、分析了两种方案的受力性能、刚度特性、经济指标、碳排放等。结果表明,采用钢-混凝土组合结构进行大跨设计时,可保证与双向钢拱结构相当的受力性能,但刚度、经济指标、碳排放量明显优于双向钢拱结构,是此建筑更适合的选择。

关 键 词:杆件结构  椭球形  钢-混凝土组合结构  钢拱结构  方案对比  刚度  碳排放
收稿时间:2015-08-20
修稿时间:2015-10-23

Comparison and analysis of structure schemes for a large span ellipsoid exhibition hall in Tianjin
WEI Cuixi,TIAN Jiming,JIANG Luzhen and YAN Lijuan. Comparison and analysis of structure schemes for a large span ellipsoid exhibition hall in Tianjin[J]. Hebei Journal of Industrial Science & Technology, 2016, 33(1): 73-77
Authors:WEI Cuixi  TIAN Jiming  JIANG Luzhen  YAN Lijuan
Abstract:Aiming at the two design schemes of the two-way steel arch structure and the steel-concrete composite structure for a large span ellipsoid exhibition in Tianjin, the paper compares and analyzes their mechanical behavior, stiffness characteristic, cost-efficiency and carbon emission, etc.. The results show that the steel-concrete composite structure used for large span building can gain the mechanical behavior similar to the two-way steel arch structure, but its stiffness characteristic, cost-efficiency and carbon emission are better than that of the two-way steel arch structure, so it is more suitable for the building.
Keywords:truss structure   ellipsoidal   steel-concrete composite structure   steel arch structure   scheme comparison   stiffness characteristic   carbon emission
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