Timber-concrete composite slab with notched plywood shear connector and manufacturing method thereof
A timber-concrete composite slab with a notched plywood shear connector may include a plurality of shear connectors disposed with gaps in a width direction, and a plurality of tension members made of wood and each coupled to lower portions of any one and another adjacent one of the shear connectors between the adjacent shear connectors. The timber-concrete composite slab may also include a plurality of heat insulators each bonded or inserted between upper portions of any one and another adjacent one of the shear connectors, and concrete poured in a predetermined height over the shear connectors.
1 . A timber-concrete composite slab with a notched plywood shear connector, the timber-concrete composite slab comprising:
a plurality of shear connectors, each of the plurality of shear connectors formed by longitudinally connecting a plurality of plywood sections, wherein each of the plurality of plywood sections has a notched portion on an upper end;
a plurality of tension members made of wood, each of the plurality of tension members coupled to lower portions of any one of the plurality of shear connectors and another adjacent one of the plurality of shear connectors between the adjacent shear connectors;
a plurality of heat insulators, each of the plurality of heat insulators coupled to upper portions of any one of the plurality of shear connectors and another adjacent one of the plurality of shear connectors between the adjacent shear connectors; and
concrete poured in a predetermined height over the shear connectors.
2 . The timber-concrete composite slab of claim 1 , wherein the notched portions are configured to be formed by partially cutting upper ends of the plywood sections.
3 . The timber-concrete composite slab of claim 1 , wherein each of the shear connectors has a fireproof paint layer applied in a predetermined thickness on an outer edge face of a lower end thereof.
4 . The timber-concrete composite slab of claim 1 , wherein each of the shear connectors has a waterproof paint layer applied in a predetermined thickness on an outer edge face of an upper end thereof.
5 . The timber-concrete composite slab of claim 1 , wherein the tension members are coupled respectively to the plywood sections constituting the shear connectors.
6 . The timber-concrete composite slab of claim 1 , wherein each of the heat insulators is coupled to upper portions of any one of the plurality of shear connectors and another adjacent one of the plurality of shear connectors between the adjacent shear connectors by bonding or inserting.
7 . The timber-concrete composite slab of claim 6 , wherein each of the heat insulators comprises holes, and wires for electricity and communication are distributed in a corresponding area through the holes.
8 . A method of manufacturing a timber-concrete composite slab with a notched plywood shear connector, the method comprising:
forming a notched portion by partially cutting each of a plurality of plywood sections having identical dimensions in width and depth;
forming a shear connector by longitudinally arranging the plurality of plywood sections having the notched portions formed thereon;
coupling a wood tension member having a predetermined height to the shear connector by butting and the nailing the tension member to a lower portion of a first side of the shear connector;
coupling an heat insulator having a predetermined height to the shear connector by joining and then fixing the heat insulator to an upper portion of a first side of the shear connector having the tension member fixed thereto;
connecting shear connectors in a preset width by joining and then nailing a shear connector to the shear connector having the heat insulator coupled thereto; and
pouring concrete over the shear connectors connected in the preset width.
9 . The method of claim 8 , wherein the concrete is poured with the shear connectors, and wherein the shear connectors have been connected in a preset width, placed in a mold.
10 . The method of claim 8 , wherein the concrete is poured with the shear connectors, and wherein the shear connectors have been connected in a preset width, installed and fixed between any one wall or beam of an architectural structure and another wall or beam of the architectural structure.