Introduction of works

As the roof structure of this project adopts empty mesh pipe truss structure, the rods are all made of round steel pipe with material Q345B. truss nodes are proposed to be cast steel casting nodes. The structural system is complicated. There are more intersecting rods at some nodes. Complex force from the surface to the node design difficulties: for this reason, the main force parts of the node solid finite element analysis. For reference subsequent work reference.ZG5-2 cast steel node is located in the F line and 6 line intersection of the left side of the group of transverse art frame (HJ.6, HJ-69) under the tension intersection. By four main pipe and five branch pipe intersection, through, node overall casting surface into. Each tube parameters see table 2

  As the roof structure of this project adopts empty mesh pipe truss structure, the rods are all made of round steel pipe with material Q345B. truss nodes are proposed to be cast steel casting nodes. The structural system is complicated. There are more intersecting rods at some nodes. Complex force from the surface to the node design difficulties: for this reason, the main force parts of the node solid finite element analysis. For reference subsequent work reference.ZG5-2 cast steel node is located in the F line and 6 line intersection of the left side of the group of transverse art frame (HJ.6, HJ-69) under the tension intersection. By four main pipe and five branch pipe intersection, through, node overall casting surface into. The parameters of each pipe are shown in Table 2.

 

有限元分析

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