Integrated, insulated, structural building panels

Abstract

The present invention provides an integrated, insulated panel for use in the construction industry. The integrated panel includes an integrity reinforcing truss disposed between upper and lower surface panels for enhancing the overall strength of the integrated panel. An adhesive insulating material is preferably disposed between the surface panels to assist in bonding the elements of the integrated panel into one piece. The strength and integrity of an integrated panel may be varied to satisfy the needs of a particular application through varying the dimensions and materials of the structural elements.

Description

BACKGROUND OF THE INVENTION

[0002] 1. Field of the Invention

[0003] The present invention relates to building panels for use in the construction industry, more particularly, to building panels having a reinforced core that includes elements which can be varied to meet desired structural needs.

[0004] 2. Background of the Invention

[0005] There are many types of pre-cast panels for use in the construction of buildings. These panels are sometimes manufactured with plastic, rigid insulation foam cores that are surfaced with various sheathing materials such as plywood, gypsum board, cementitious materials, steel, aluminum and others. These panels, however, rely on the structural capability of their veneers, the adhesion of the rigid foam cores to the backsides of the veneer faces and the thickness of the panels themselves for their structural integrity.

[0006] The present invention provides an improvement over the foregoing panel structure by adding a structural wire reinforcing cage introduced between the outer veneer faces whereby the overall structural integrity of the panels is increased.

SUMMARY OF THE INVENTION

[0007] The present invention relates to a method and apparatus for integrated, insulated structural building panels for use in the construction of low-rise, mid-to high-rise, mobile home and other similar markets in the building industry.

[0008] An integrated structural panel includes an upper panel and a lower panel wherein the lower panel is spaced a predetermined distance from the upper panel. Both the upper and lower panels are substantially equivalent in thickness, width and height for use in the particular application.

[0009] A truss is disposed in the space between the upper and lower panel to reinforce the structure rigidity of the panel. Preferably, the truss is made in the form of a wire cage having an upper chord embedded in the upper panel and a lower chord embedded in the lower panel.

[0010] An insulating material is disposed in the truss such that the upper panel, lower panel, truss and insulating material are integrally formed as one piece.

[0011] To add to the overall rigidity and strength of the panel, a reinforced concrete column may be disposed between the upper and lower panels along with the truss and insulating material.

[0012] The above-described panel may be engineered to withstand a multitude of dead and live load conditions as required for a particular construction.

BRIEF DESCRIPTION OF THE DRAWINGS

[0013] A better understanding of the present invention will be had upon reference to the following detailed description when read in conjunction with the accompanying drawings wherein like-referenced characters refer to like parts in which:

[0014] FIG. 1 is a view illustrating a cross-section of an integrated structural panel as according to the invention;

[0015] FIG. 2 is a view illustrating integrated panels in combination to form the structural elements of a building;

[0016] FIGS. 3 a -3c are views illustrating integrated panels including reinforcing concrete columns;

[0017] FIG. 4 is a view illustrating integrated panels without the concrete veneers.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

[0018] The present invention provides an integrated structural panel 10 that can be constructed to satisfy the predetermined structural needs of a building.

[0019] As best illustrated in FIG. 1, an integrated panel includes an upper panel 12 and lower panel 14 spaced apart to a predetermined distance. The panels have a predetermined thickness, height and width substantially equivalent to one another such that they form the outer sheathing or veneers of the integrated panel 10. The panels are made from concrete or cementitious material to ensure overall panel strength and rigidity.

[0020] A truss 18 is disposed in the space between the upper 12 and lower 14 panels for the purpose of reinforcing the overall strength and rigidity of the panel. Generally, the truss 18 is a wire cage that includes an upper 22 and a lower chord 24 that are embedded in the upper 12 and lower 14 panels, respectively, such that the wire cage 18 binds the upper 12 and lower 14 panels together. A high-strength steel wire is the material of choice used for construction of the truss, but other metals and/or plastics may be used as desired.

[0021] An insulating material 16 is disposed within the truss 18 and between the two panels whereby the panels, truss 18 and insulating materials are integrated to form one piece. Preferably, the insulating material 16 is foam plastic that expands and sets within the truss 18 and panels to securely bond all of the elements together. Polyurethane- and isocyanurate-type plastic insulations are preferable for their superlative insulation capabilities in addition to their excellent adhesive qualities. Additionally, while expanding the insulating material actually invades the surface pores of the surrounding materials producing an extremely strong, tenacious, mechanical as well as an adhesive bond. Most preferably, the truss 18 and insulating material 16 are pre-fabricated into a single unit prior to manufacturing the integrated panel 10 to effect a reduction in panel manufacturing time.

[0022] From the foregoing, an integrated structural panel is made for use as wall panels, ceiling and/or floor panels in housing, commercial buildings, mobile homes R.V.s, truck trailers, railroads and/or the like. As illustrated in FIG. 2, a plurality of panels are arranged to form various elements of a construction. An appropriate fastening means is employed for connecting separate panels together and forming the construction.

[0023] Referring now to FIGS. 3a-3c, an alternative preferred embodiment is shown that includes a reinforcing concrete column 26 disposed between the upper 12 and lower 14 panels of the integrated panel 10 for the purpose of enhancing the overall strength and rigidity of the integrated panel. The columns 26 are arranged in space relation to one another in uniformity as illustrated in FIGS. 3b and 3c, the concrete columns 26 may include rebar dowels 28 that further enhances the strength of the panel 10. The shape of the columns 26 as shown in FIGS. 3b and 3c are illustrative only and are not intended to limit the scope of the invention.

[0024] FIG. 4 is a further alternative embodiment wherein the panel 10 includes upper 12a and lower 14a panels made using a non-concrete, lightweight veneer material which may be desired for certain building applications. These panels may be made of wood, gypsum board, aluminum or other types of materials known to those in the art that have a lighter weight than concrete. During manufacturing, 12a upper and lower 14a panels, having the truss 18 in between, are placed in a form. The panels are squeezed together causing the chords of the truss 18 to be pressed firmly against them. Insulating material 16 is introduced into the form between the panels such the entire void is filled. The insulating material 16 expands and invades the microscopic pores of all the materials before setting which results in an extremely strong mechanical as well as adhesively bonded integrated panel 10. Other additives may be introduced into the fluid mixture of the insulating material 16 to impart various physical attributes to the product such as fire resistance.

[0025] FIG. 1 illustrates an integrated, insulated panel 10 as according to the invention. The strength of an individual integrated panel 10 is extremely flexible and can be tailored to satisfy a multitude of desired conditions by varying the overall thickness of the panels 10; the thickness of the concrete face slabs 12 and 14, the strength of the concrete, the width of the space between the concrete faces, the strength of the wire used in the trusses or cages, the gauge of the wire used in the trusses or cages, and the spacing pattern of the wire truss components.

[0026] The anterior reinforcing columns 26 may also be made of steel, wood, hard plastic or other materials appropriate for such purpose.

[0027] Unlimited texture effects to simulate bricks, stone, wood paneling, siding, stucco and/or the like can be cast onto the outer surfaces of the upper 12 and lower 14 panel faces.

[0028] A method of fabricating an integrated structural panel 10 includes the steps of first, forming a lower panel 14 within a suitable form by pouring concrete material therein. If a textured surface is desired on the exterior surface of the concrete, a bond-breaking liner that incorporates the desired texture is first placed in the form before pouring the concrete therein. The next step requires embedding a truss 18 a predetermined depth in the concrete material of the lower panel 14 such that the lower chord 24 is submerged therein before it solidifies. The process continues with inserting insulation 16 within the truss 18 below an upper chord 22 limit of the truss 18 such that the chords may later be properly embedded into an upper panel 12. It is appreciated that chemical additives may be added to the concrete material to reduce the hardening periods. Finally, the process is complete by forming an upper panel 12 within the form such that the upper chord 22 of the truss 18 are embedded in the upper panel 12 which is then left to solidify.

[0029] The form for the panels is placed on a foundation surface that is level to ensure proper settling and control over the panel forming process. The forms may be made of wood, plastic, steel or other similar materials designed to the desired shape and size of the panels and strong enough to contain the pressures of the fluid concrete to be placed inside.

[0030] A bond-breaking sheet, textured or otherwise, may be placed on the flat, level surface within the form as a means for preventing the concrete from adhering to the foundation surface during solidification.

[0031] The form including the concrete may be vibrated to ensure proper consolidation and embedment of the truss in the concrete panels. Alternatively, a portable vibrating device may be inserted into the fluid concrete and moved around until its purpose has been accomplished. This aids in establishing the spacing for the second concrete panel.

[0032] After inserting the insulation material into the truss and pouring the second concrete panel, a texture may be created on the upper surface of the panel by rolling or other suitable means on the still-fluid concrete.

[0033] If windows or doors are required to be located within a panel, a frame will be placed in the panel to accommodate the proper opening. As an alternative, these openings may be power sawed out of the panels after fabrication.

[0034] Additionally, during the assembly process, electrical rough-in boxes, conduit and/or plumbing chases and/or other devices may be placed within the panel during the molding process.

[0035] From the foregoing, it can be seen that the present invention provides a highly effective method and apparatus for an integrated structural panel for use in the construction industry that has an improved strength and rigidity beyond that of conventional pre-cast panels. Having described the invention, however, many modifications thereto will become apparent to those skilled in the art to which it pertains without deviation from the spirit of the invention as described by the scope of the appended claims.

Claims

1. A method of fabricating an integrated structural panel, said method comprising the steps of: forming a lower panel within the form; embedding a truss a predetermined depth in the lower panel; inserting insulation within the truss; and forming an upper panel within the form.

2. A method as set forth in claim 1 including the step of positioning a form on a foundation surface.

3. A method as set forth in claim 1 including the step of positioning a bond-breaking sheet on a surface of a form.

4. A method as set forth in claim 1 including the step of positioning a textured bond-breaking sheet on a surface of a form.

5. A method as set forth in claim 1 including the step of vibrating the upper and lower panel to position the wire truss at a predetermined depth.

6. A method as set forth on claim 1 including the step of introducing a fire resistance additive into the insulating material.

7. A method as set forth in claim 1 including the step of finishing the lower panel.

8. A method as set forth in claim 1 including the step of locating a frame within the mold for an opening.

9. A method as set forth in claim 1 including the step of locating a device within the mold.

10. An integrated structural panel comprising: an upper panel; a lower panel, wherein said lower panel is spaced a predetermined distance from said upper panel; a truss disposed in the space between said upper panel and said lower panel; and an insulating material disposed within said truss, wherein said upper panel, lower panel, truss and insulating material are integral and formed as one piece.

11. An integrated structural panel as set forth in claim 8 wherein said truss is a wire cage.

12. An integrated structural panel as set forth in claim 8 wherein an upper chord of said truss is embedded in said upper panel and a lower chord of said truss is embedded in a lower panel.

13. An integrated structural panel as set forth in claim 8 including a reinforced concrete column disposed between said upper panel and said lower panel.

14. An integrated panel structure as set forth in claim 8 wherein the panels are made of a non-concrete material.