苏州文体中心体育馆屋盖滑移施工模拟分析  

Construction Simulation on the Roof Sliding of Gymnasium in Suzhou Culture and Sports Center

作　　者：蔡柳鹤 贾尚瑞 邢遵胜 王留成 刘中华 

机构地区：[1]浙江精工钢结构集团有限公司,浙江绍兴312030

出　　处：《建筑钢结构进展》2016年第4期75-80,共6页Progress in Steel Building Structures

基　　金：上海市科学技术委员会项目(14DZ2252300)

摘　　要：苏州文体中心体育馆屋盖为正交平面桁架结构,鉴于结构受力、场地条件等原因,该工程采用了累积滑移施工方案。利用MIDAS软件建立了结构的空间有限元模型,主要借助施工模拟仿真分析对上述方案的可实施性进行了验证,结果显示:在滑移施工过程中,通过调节滑靴高度,并合理借助土建结构的布置,可以显著地降低作用在临时支撑架上的作用力,对于支撑架的设计以及薄弱混凝土构件的受力是非常有利的,而在温差较大地区,温度作用对结构的水平变形影响较大,在施工过程中不容忽视。在滑移过程中,由于刚度的原因,结构的最大变形和最大约束反力均出现在滑移中期。The roof of stadium in the Suzhou Culture and Sports Center is composed of orthogonal plane trusses. This project adopts an accumulative sliding technology, because of structure stress, site conditions, and so on. In this paper, simulation on construction process is conducted to confirm realistic application of the method, by building spatial finite element model in MIDAS. The results show that the force on the temporary support can be reduced significantly by adjusting the boot height and using the concrete structure in the process of sliding. It is beneficial for designing support and decreasing the stress in weak concrete members. The force caused by temperature has great influence on the horizontal deformation of structure, and this should not be ignored in the area with big day-night temperature difference. In the sliding process,the largest deformation and reaction appear in the halfway due to the stiffness.

关 键 词：累积滑移技术 正交平面桁架结构 仿真分析 滑靴高度 温度作用 

分 类 号：TU745.2[建筑科学—建筑技术科学]