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淄博体育场下部结构采用多层混凝土框架结构,上部结构采用大跨度钢结构罩棚。根据工程设计中的特点,对结构整体进行了有限元分析,确定合理的结构布置形式。对主体结构的异巨型框架的设计控制参数提供了解决方法。不落地钢桁架的水平推力则通过混凝土构件传递到桩基及环形布置的拉梁系统转换为构件内力。同时本文对清水混凝土预制看台板的运用进行了探讨。对体育场的结构设计及经济性控制提出了建议,为体育场结构设计提供了较好的参考资料。
The lower structure of Zibo Stadium adopts multi-layer concrete frame structure, and the superstructure adopts large-span steel structure cover shed. According to the characteristics of engineering design, the finite element analysis of the whole structure was carried out to determine the reasonable structure layout. The solution to the design control parameters of the monolithic framework of the main structure is provided. The horizontal thrust of the non-landing steel trusses is converted into internal forces of the members by the concrete members being transferred to the pile foundation and the ring-shaped pulling beam system. At the same time, this paper discusses the application of prefabricated deck of clear water concrete. Put forward suggestions on the structural design and economic control of the stadium, and provide a good reference for the stadium structure design.