A substructure comprising as few brackets as possible is required for the installation of the natural slate cladding. The substrate is weak in places.
On the basis of pull-out tests, the bracket base can be optimized for the permissible loads, which means that, despite the substrate being weak in places, only a small number of brackets need to be installed.
Primary substructure constructed using Thermo H brackets and horizontal angle profiles from the HM system.
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Realization: Schmid Bauunternehmung AG, Ebikon