Constructive system of panels, with structural rigidity that supports the loads at the joint between said panels, with thermal and acoustic insulation and without thermal bridges

Abstract

A construction system having panels ( 1 ), with structural rigidity that supports loads on the joint between said panels ( 1 ), with thermal and acoustic insulation, without thermal bridges and with structural strength along the entire joint, the system having at least two panels ( 1 ) where each panel has a frame formed by joints ( 3, 3 ′) that are continuously interlinked at any point along the vertical to form a vertical structural pillar ( 2 ), wherein each joint ( 3, 3 ′) has a square P-shaped recess wherein the lower portion of the square P exhibits a projection which forms a base (E), at least one pillar ( 5 ), and at least three cross members ( 6 ), wherein the frame is coated with a layer of insulating material, leaving at least one longitudinal groove ( 11 ) of a joint ( 3, 3 ′) exposed.

1 . A panel constructive system ( 1 ), with structural rigidity that supports the loads at the joint between said panels ( 1 ), with thermal and acoustic insulation, without thermal bridges and with structural strength along the entire joint, comprising:
 at least two panels ( 1 ), each panel comprising a frame formed by:   a joining means ( 3 ,  3 ′) that are continuously interwoven with each other at any point of the vertical, to form a vertical structural pillar ( 2 ), wherein each joining means ( 3 ,  3 ′) comprises a square P-shaped fitting wherein the lower part of the square P which is the face (B), has a projection forming a base (E), wherein at least one edge (D 1 , D 2 ) and/or inside the base (E) comprises at least one longitudinal fitting means ( 13 ,  13 ′);   at least one longitudinal groove ( 11 ) that are located along the face (B) and/or on the outer face of the base (E) of the joining means ( 3 ,  3 ′);   each panel frame comprises on its proximal end the joining means ( 3 ) and on the distal end another joining means ( 3 ′) in a vertical manner;   at least one vertical pillar ( 5 ) (known as a right foot) located between the joining means ( 3 ,  3 ′), at least two longitudinal pillar grooves ( 15 ) are located in the pillar ( 5 ) one longitudinal pillar groove ( 15 ) is located along one face of said pillar ( 5 ) and the other longitudinal pillar groove ( 15 ) is located along the face opposite the front face along the pillar ( 5 );   at least three crossbars ( 6 ) located horizontally in the frame, wherein each proximal end of the crossbar ( 6 ) is attached to the pillar ( 5 ) and each distal end of the crossbar ( 6 ) is attached to one of the faces corresponding: to the faces (B) of the joining means ( 3 ,  3 ′), through a crossbar joining means ( 12 ) located at each distal/proximal end of the crossbar ( 6 ); thereby achieving forming the frame through the sliding attachment between the longitudinal grooves ( 11 ) of the joining means ( 3 ,  3 ′) with at least the pillar ( 5 ); through its longitudinal pillar grooves ( 15 ), by means of the crossbar joining means ( 12 ); and   the frame is coated with a layer of insulating material covering at least one face of each joining means ( 3 ,  3 ′), exposing at least one longitudinal groove ( 11 ) of a joining means ( 3 ,  3 ′), for the joining of the next panel.   
     
     
         2 . The panel constructive system ( 1 ) of  claim 1 , wherein each panel comprises at its proximal end the joining means ( 3 ) that is attached on its face corresponding to face (B) and/or on the outer face of the base (E), to leave on its visible faces corresponding to the edges (C 1 , C 2 ) and at its distal end the joining means ( 3 ′) that is attached on its face corresponding to face (B) and/or on the outer face of the base (E), to leave on its visible faces corresponding to the edges (C 2 , C 1 ) inversely to the joining means ( 3 ), and thereby form the vertical structural pillar ( 2 ) by interweaving said joining means ( 3 ,  3 ′) of two panels, achieving structural rigidity that supports the loads at said joint. 
     
     
         3 . The panel constructive system ( 1 ) of  claim 1 , wherein joining means ( 3 ) comprises the same geometry of the joining means ( 3 ′), with at least one longitudinal groove ( 11 ) of a joining means ( 3 ,  3 ′), for joining at least two modules in parallel.: 
     
     
         4 . The panel constructive system ( 1 ) of  claim 1 , wherein the joining means ( 3 ) comprises a geometry different from the joining means ( 3 ′), wherein the longitudinal groove ( 11 ) is on the face (B) of the joining means ( 3 ) and the joining means ( 3 ′) comprises the longitudinal groove ( 11 ) on the outer face of the base (E), to form a 90° joint between two modules. 
     
     
         5 . The panel constructive system ( 1 ) of  claim 1 , wherein the joining means ( 3 ,  3 ′) further comprises joining means perforations ( 24 ) to decrease the weight of said joining means ( 3 ,  3 ′). 
     
     
         6 . The panel constructive system ( 1 ) of  claim 1 , wherein the pillar ( 5 ) further comprises pillar perforations ( 25 ) to reduce the weight of said pillar ( 5 ) and the crossbar ( 6 ) further comprises crossbar perforations ( 26 ) to reduce the weight of said crossbar ( 6 ). 
     
     
         7 . The panel constructive system ( 1 ) of  claim 5 or 6 , wherein the joining means perforations ( 24 ) and the pillar perforations ( 25 ) comprise a section, circular, rectangular, square, triangular, or hexagonal (honeycomb type), among other geometric shapes. 
     
     
         8 . The panel constructive system ( 1 ) of  claim 1 , wherein the crossbar joining means ( 12 ) located at each distal/proximal end of the crossbar ( 6 ) comprise overhangs in the shape of an inverted trapezium, known as a dovetail. 
     
     
         9 . The panel constructive system ( 1 ) of  claim 8 , wherein the at least one longitudinal groove ( 11 ) of the joining means ( 3 ,  3 ′) are rectangular grooves with a plurality of vertical recesses in the central direction in the shape of an inverted trapezium, known as a dovetail, in which crossbar joining means ( 12 ) are inserted. 
     
     
         10 . The panel constructive system ( 1 ) of  claim 8 , wherein the longitudinal pillar grooves ( 15 ) of said pillar ( 5 ) are rectangular grooves with a plurality of vertical recesses in the central direction in the shape of an inverted trapezium, known as a dovetail, into which crossbar joining means ( 12 ) are inserted. 
     
     
         11 . The panel constructive system ( 1 ) of  claim 8 , wherein the at least one longitudinal groove ( 11 ) of the joining means ( 3 ,  3 ′) are in the shape of an inverted trapezium in a horizontal direction, known as a dovetail, in which crossbar joining means ( 12 ) are inserted. 
     
     
         12 . The panel constructive system ( 1 ) of  claim 8 , wherein the longitudinal pillar grooves ( 15 ) of said pillar ( 5 ) are in the shape of an inverted trapezium in a horizontal direction, known as a dovetail, in which crossbar joining means ( 12 ) are inserted. 
     
     
         13 . The panel constructive system ( 1 ) of  claim 1 , wherein spacers ( 16 ) slide with at least one longitudinal groove ( 11 ) and/or in the longitudinal pillar grooves ( 15 ) to generate a predetermined distance between the crossbar joining means ( 12 ), wherein the spacers ( 16 ): have a cross section in the shape of a in inverted trapezium with a predetermined length depending on the number of crossbars ( 6 ) to be installed along the joining means ( 3 ,  3 ′). 
     
     
         14 . (canceled) 
     
     
         15 . The panel constructive system ( 1 ) of  claim 1 , wherein the joining means ( 3 ,  3 ′), the pillars ( 5 ), the crossbar ( 6 ), the struts, are made of wood, metal, copper, aluminum, zinc, plastic, resins, WPC (Wood Plastic Composite) of a composition comprising plastic with wood or mixture thereof. 
     
     
         16 . The panel constructive system ( 1 ) of  claim 1 , wherein in its top and plan views, they comply with the following relationship: each edge (D 1 , D 2 ) is ½ of the inner edge of the face (A). 
     
     
         17 . The panel constructive system ( 1 ) of  claim 1 , comprising at least one strut that joins the upper or lower end of the joining means ( 3 ) with the opposite (lower or upper) end of the joining means ( 3 ′). 
     
     
         18 . The panel constructive system ( 1 ) of  claim 1 , wherein the crossbars ( 6 ) are located alternately from left to right with respect to the pillar ( 5 ), to improve the structural strength of the panel ( 1 ). 
     
     
         19 . The panel constructive system ( 1 ) of  claim 1 , wherein the number of crossbars ( 6 ) is asymmetrical, between the crossbars ( 6 ) on the left with respect to the crossbars ( 6 ) on the right of the pillar ( 5 ), to leave a light for the installation of doors, windows and/or ventilation lattices. 
     
     
         20 . The panel constructive system ( 1 ) of  claim 1 , wherein the pillar ( 5 ) is centered between the joining means ( 3 ) and the joining means ( 3 ′) or the pillar ( 5 ) is offset between the joining means ( 3 ) and the joining means ( 3 ′). 
     
     
         21 . (canceled) 
     
     
         22 . The panel constructive system ( 1 ) of  claim 1 , wherein the insulating material is expanded polystyrene, wherein the frame coating has flanges ( 8 ) extending over the outer face of the base (E) of the joining means ( 3 ,  3 ′), creating a continuous insulating coating between each panel ( 1 ) and said panel further comprises copper particles as a bactericidal and fungicidal agent, its exterior and/or inside said panel ( 1 ). 
     
     
         23 . (canceled) 
     
     
         24 . (canceled)