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The Structural Design of a Cantilevered Roof System of a Stadium Stand

机译:体育场架悬臂屋顶系统的结构设计

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In this paper a simple statically determinate and indeterminate truss structure is chosen as the model for the design of the stadium stand. The design simplifies the canopy structure, considering actual handling of the connection of nodes; fewer nodes would be chosen for the convenience of installation. The supporting frame is put slantwise between the roof and vertical walls to improve the safety and reliability of the cantilevered structure. The roof truss adopts bidirectional and orthogonal divisions, adding up inclined trusses in divisions of upper and lower surfaces, thus increasing space stiffness. Schematic drawings, internal forces and material processing lists are put forward in this paper, aiming at less material, simple construction, saving manual labor and financial resources and satisfying the masses on the basis of enough intensity and stiffness.
机译:在本文中,选择简单的静态确定和不确定的桁架结构作为体育场架设计的模型。设计简化了冠层结构,考虑到实际处理节点连接;为了便于安装,将选择更少的节点。支撑框架在屋顶和垂直墙壁之间散布,以改善悬臂结构的安全性和可靠性。屋顶桁架采用双向和正交分裂,在上层和下表面的分割中加入倾斜桁架,从而增加空间刚度。本文提出了示意图,内部力和材料处理清单,旨在较少的材料,简单的结构,节省体力劳动和财务资源,并在足够的强度和刚度的基础上满足群众。

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