Guimo You, Dongen Xie, Guangen Zhou, Dingxin Guo. Analysis of Construction Process for Gymnasium and Natatorium of Hangzhou Olympic Sports Center[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(10): 9-14. doi: 10.13206/j.gjgS20060302
Citation: Guimo You, Dongen Xie, Guangen Zhou, Dingxin Guo. Analysis of Construction Process for Gymnasium and Natatorium of Hangzhou Olympic Sports Center[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(10): 9-14. doi: 10.13206/j.gjgS20060302

Analysis of Construction Process for Gymnasium and Natatorium of Hangzhou Olympic Sports Center

doi: 10.13206/j.gjgS20060302
  • Received Date: 2020-08-14
  • The steel roof project of the three Asian games stadiums of Hangzhou Olympic Sports Center was divided into three parts:natatorium roof, central hall roof and gymnasium roof. It was composed of single layer and double layer reticulated shell. Among them natatorium and gymnasium roof was also divided into double-layer reticulated shell, single-layer reticulated shell, junction truss and gate arch structure and so on. And the roof of the central hall was divided into a single-layer reticular shell and two bucket structure. The roof has large span and complex shape that its members were mainly box-type bending and torsion members. The construction plan that was large walking tower crane block lifting and local hydraulic integral lifting was adopted.
    This paper first introduced the general idea of steel structure installation that steel structure divided into three areas and five construction areas, lifting area and lifting area for cross construction and finally for sectional unloading.Secondly, the whole process of steel structure installation including installation and unloading was simulated with MIDAS software. The stress and deformation analysis of the control conditions in each construction zone was emphatically analyzed, and compared with the stress and deformation in the designed state. The control points of vertical deformation were selected by selecting the chord of the middle span of the natatorium, gymnasium and central hall as the stress control unit, and 1/2 span and 1/4 span as the control points of vertical deformation. The changing of stress and deformation during construction was analyzed, its result showed that unloading step was key working condition of control. Finally, the paper introduced the analysis of lifting construction of the lifting area, the result showed that a member with high stress was near the lifting point in the large area, and the stress ratio decreased after and unloading, so as to meet the safety requirements of construction. The simulation results of the whole construction process verified the feasibility of the construction method, due to the large structural boundary stiffness of the natatorium, the central hall and the gymnasium, the construction process had little influence on each other that also verified the feasibility of the construction method of partition installation and partition unloading.
  • 董石麟,邢栋,赵阳,等.现代大跨空间结构在中国的应用与发展[J].空间结构,2012,18(1):3-16.
    梁建军,刘祥,胡文涛,等.舟山观音圣坛大跨度钢结构施工技术与模拟分析[J].钢结构,2017,32(10):105-109.
    冯国军,马晓菲,吴旦翔,等.蚌埠体育中心主体育场大跨度钢罩棚施工过程模拟分析[J].钢结构,2018,33(5):107-111

    ,131.
    叶智武,罗永峰,陈晓明,等.施工模拟中分步建模法的改进实现方法及应用[J].同济大学学报(自然科学版),2016,44(1):73-80.
    李肖,崔博娟,张元植,等.大跨度钢桁架连廊分片整体吊装技术与施工模拟[J].四川建筑科学研究,2018,44(6):118-123.
    刘树堂.弦支穹顶结构预应力施工模拟方法研究[J].建筑钢结构进展,2016,18(5):66-72.
    伍小平,高振锋,李子旭,等.国家大剧院钢壳体施工全过程模拟分析[J].建筑结构学报,2005,26(5):40-45.
    中华人民共和国住房和城乡建设部.空间网格结构技术规程:JGJ 7-2010[S]. 北京:中国建筑工业出版社,2010.
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