Connectors of the Szczecin system
The figure shows the connections of internal walls with floor slabs used in the Szczecin system. The joining of the floor slabs on the supported edges was done by means of loops and clamp connectors protruding from the slabs.
Ceiling wreaths on load-bearing external walls (peak) was performed in order to strengthen the support of floor slabs on expanded clay walls.
The picture above shows the joint of the interior walls, and in the figure below, the vertical joint of the gable wall with the internal wall.
Vertical joint of the gable wall with the internal wall with the support of the floor slabs on the load-bearing gable walls; vertical section and horizontal sections; I-I, II — II and III — III (system „Sz”); 1, 2, 3, 4, 5 - reinforcement bars, 6 - concrete filling, 7 - two layers of jute felt, 8 - galvanized steel sheet, 9 - aluminum insert, 10 - cement mortar, 11 - reinforced wreath 3 ∅ 12, 12 - Styrofoam 2 mm, 13 - sheet metal.