What should I pay attention to when installing a container house?

The change of the node stiffness of the container house has a great influence on the force and deformation of the layout, especially the adjacent components of the node, because the joint between the roof truss and the column, the joint between the floor beam and the column, and the joint at the bottom of the column are arranged. The main nodes under force, after changing the stiffness of these nodes, analyze the overall force function of the container house. As a result of the analysis, the force distribution of the arranged members in the semi-rigid connection is more uniform compared to the state of the fully rigid connection and the ideal interpretation. The stress on the steel structure is more reasonable. The main connection methods of color steel plate containers are advocated: the connection node between the roof truss and the column is close to the hinge, the connection node between the floor beam and the column is close to the rigid connection, and the rigid base node of the column is close to the rigid connection. The color steel container house is in the process of production, processing, transportation and dismantling. There are inevitably various shortcomings. The components are slender and have smaller cross-sectional dimensions, resulting in larger initial disadvantages than other layouts. Floor beams and columns are the main force-bearing components in the layout of residential containers, and the locations where the maximum internal force and deformation occur in the layout are also floor beams and columns. After analyzing the initial defects of the floor beams and columns, when the floor beams are defective, the vertical displacement of the layout will be greatly affected. The disadvantage of layout horizontal displacement is greater when columns are defective. When floor beams and columns are defective together, the detrimental effect on the layout is greater. Therefore, before installing the occupant container, check the floor beam components and main components strictly according to the steel structure layout standard and the initial deformation constraint of the conventional members in the cold-formed thin-wall steel structure layout standard to ensure the layout safety

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