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本文根据某室内31m大跨度屋面的结构设计,详细介绍了型钢-混凝土楼板组合结构的受力分析、构造节点做法以及施工过程应注意的主要问题,并探讨了该屋面结构体系用于大跨度屋面的可行性。
Based on the structural design of an indoor 31m long span roof, this paper introduces in detail the mechanical analysis of the steel-concrete floor composite structure, the method of constructing joints and the main problems to be noticed in the construction process. The roof structure system for long- Feasibility.