The preventive measures are to follow the positioning lines on the design drawings before erecting the formwork, correct the rebar position, and make small square plate steel formwork for the base of the column. The size and spacing of column hoops should be designed according to column section size and height, and support and tie rods should be provided for the four corners of the column.
The preventive measures are to design the sizes and spacing of joists and supports for the beam and slab steel formwork, so that the support system has sufficient strength and stiffness to prevent deformation of the formwork during concrete pouring. The bottom of the steel formwork support should be supported on a solid ground and padded with long footboards to prevent sinking. The beam and slab steel formwork should be arched according to the design requirements to prevent excessive deflection. The locking rods should be added to the upper opening of the bridge formwork to prevent deformation.
The steel formwork should be designed according to the wall height and thickness to determine the sizes and spacing of longitudinal and transverse joists, the support method for the wall, and the form of corner formwork. The upper opening of the steel formwork should have tie rods to prevent oversizing.
With our professional R&D team and experienced technical team members from our formwork company, we will provide you with on-site assistance when necessary. Our solutions are always cost-effective, and you can be assured that we will support you from the first contact to the completion of the construction. Please feel free to contact us for further inquiries.