The secondary reinforced construction joint formwork element for wall areas creates a rough surface and ensures a forced-locked connection between the first and the second concreting section.
The formwork element - including fibre concrete rails installed on both sides at the height of the concrete cover - corresponds with the component thickness. There is no need for the demoulding of a timber batten or the like on the left and right-hand sides of the formwork element.
The reinforcement overlap takes place by simple on-site penetration of the formwork element.
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