Structural panels for buildings integrating 3D printed shells and method of fabrication
A structural panel is manufactured from at least two generally parallel and spaced-apart thin-shell cementitious skins that are joined by a truss matrix. The elements creating the truss matrix, being the truss, the face mesh, and the insulating core, are selected to meet the structural loads to be placed thereon. The thickness of each cementitious skin is selected to meet the structural loads to be placed thereon.
1. A process for manufacturing a structural panel, comprising the steps of:
creating a panel core, comprising the steps of:
aligning a plurality of fillers with a plurality of masonry reinforcement trusses in an alternating sequence, wherein the masonry reinforcement trusses comprise two parallel rods interconnected by a wire bent around the rods in a zigzag configuration;
pressing the aligned trusses and fillers;
overlying wire mesh over opposing first and second side surfaces of the pressed trusses and fillers; and
attaching the wire mesh to the trusses; and
3D printing a first thin shell of a durable material directly onto the first side surface of the panel core, and 3D printing a second thin shell of a durable material directly onto the second side surface of the panel core.
2. The method of claim 1 , including determining structural loads to be placed upon the structural panel.
3. The method of claim 2 , wherein the determining step includes collecting load data and selecting physical characteristics of the panels.
4. The method of claim 2 , wherein the determining step includes determining longitudinal, shear and bending loads upon the structural panel.
5. The method of claim 2 , including sizing the components of the panel to meet the loads to be placed thereon.
6. The method of claim 2 , selecting thickness of each shell to meet the structural loads to be placed thereon.
7. The method of claim 1 , wherein the shells are up to three inches in thickness.
8. The method of claim 7 , wherein the shell on one side of the panel is thicker than the shell on the opposite side of the panel.
9. The method of claim 1 , wherein the 3D printing step comprises coating each side of the panel core with the durable material using 3D printing equipment.
10. The method of claim 1 , wherein the shells are comprised of cementitious material.
11. The method of claim 1 , wherein the 3D printing step includes varying of thickness of at least one of the shells.
12. The method of claim 1 , including imbedding a commercially available lathing member within the panel.
13. The method of claim 1 , wherein the fillers are comprised of solid foamed material filler.
14. The method of claim 1 , wherein the fillers are comprised of stabilized organic material fillers.
15. The method of claim 1 , wherein the fillers are comprised of wattles containing filler material.
16. The method of claim 1 , wherein the fillers are comprised of a bio-mass.
17. The method of claim 1 , wherein the fillers are comprised of cloth.
18. The method of claim 1 , including combining a plurality of panels to form a structure.
19. The method of claim 1 , wherein the zigzag configuration of the wires comprises approximately 30-degree bends.
20. The method of claim 1 , wherein bailing wire is tied to the connection points of the wire mesh and trusses to hold the panel core together.
21. The method of claim 1 , wherein upholstery clamps are clamped to the connection points of the wire mesh and trusses to hold the panel core together.
22. The method of claim 1 , including removing the fillers after applying the shells.
23. The method of claim 1 , including shaping each shell to center reinforcement in the shell.
24. The method of claim 1 , wherein the durable material is 3D printed directly onto the wire mesh on the first and second sides of the core panel.