Time regulation for form removal:
1, the non-bearing side formwork can only be removed when the concrete strength can ensure that its surface and edges and corners are not damaged by formwork removal, and generally, the side formwork can only be removed when the compressive strength of concrete reaches 2.5MPa?
2, core mold and reserved channel internal model, should be in the concrete strength to ensure that its surface does not appear collapse and crack phenomenon.
Non-load-bearing side formwork can only be removed when the strength of concrete can ensure that its surface and edges and corners are not damaged by formwork removal, and generally, side formwork can only be removed when the compressive strength of concrete reaches 2.5mpa. There is no regulation. If there is no possibility of being touched by other things, the concrete will be fine after the final set.
Besides,? Non-load-bearing side formwork can be removed only when the strength of concrete can ensure that its surface and edges and corners are not damaged by formwork removal. In general, the side formwork can be removed only after the compressive strength of concrete reaches 2.5MPa.