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The factory provides direct supply from the source and supports customized production, rapid setup, dismantling, and reuse. It is widely applicable to scenarios such as temporary construction sites, outdoor offices, temporary accommodation, and scenic area support. 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This results in increased shrinkage during concrete hardening, leading to the formation of irregular cracks in a mesh pattern or of varying lengths in the structure.\n\n**Inconsistency Between Support System and Plan**: The horizontal and vertical tie rods in the formwork support system are improperly arranged, resulting in insufficient support stiffness. When the concrete strength has not reached a certain level, due to the influence of floor loads, the deformation of the formwork support increases, causing excessive twisting of the floor slab and thereby triggering cracks.\n\n**Significant Deviation in Rebar Position**: Effective positioning measures are not adopted for negative moment rebars at supports. During concrete pouring, without a passage for workers, rebars are often stepped on and sink by construction personnel, reducing the actual effective height of the floor slab. 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