MODAL JOINT WITH REINFOCEMENT OVERLAPPING OF PREFABRICATED CONCRETE ELEMENTS FOR CONSTRUCTING A MONOLITHIC MULTI-STOREY BEARING STRUCTURE

摘要

Modal joint with reinforcemant overlapping of prefabricated concrete elements for constructing a monolithic multi-storey bearing structure, between surface high performance concrete vertical (panels 1) and horizontal (plates 2) elements.The plates are fitted to the foundation layer and then the prefabricated panels are erected onto the fountation band, wherefrom connection receptions protrude (16). Icon reinforcement bars (17) are added inside the receptions of the lower part of the panels (10) and the receptions of the foundation (16). Along the node, casting with concrete is effected. The final height of the plate is determined by the height of overlap (1o) of the connection reinforcement.For adding the overlaying floors, the same procedure is followed. The back ground for erecting the panels and installing the plates are panels of the underlying construction (18).The final roof of the building seats onto the panels of the last floor may alternatively consist of a reinforcement plate with the same nodal connection procedure.