Pre-cast panel unibody building system
This abstract is merely for informative purposes and is not intended to be limiting regarding the scope of the invention. The preferred embodiment comprises a foundation, a plurality of rigid pre-cast wall panels, of a suitable width, height and length, vertically or nearly vertically and rigidly integrated onto the foundation perimeter and a means for connecting the top surfaces of the wall panels rigidly together whereby the foundation and rigidly integrated wall panels comprise a rigid integral structure when completed.
1. Field of the Invention
The present invention relates generally to the concrete construction industry and pre-cast concrete products. The invention particularly relates to pre-cast panels, as they are commonly referred to in the concrete industry. The invention more particularly relates to pre-cast reinforced structural wall panels in unique unibody utilization for constructing structures such as houses, offices, warehouses and all other types of structures.
2. Description of Related Art
U.S. Pat. No. 5,218,795 discloses concrete panels, concrete decks, parts thereof, and apparatus and methods for their fabrication and use.
U.S. Pat. No. 5,950,390 discloses a pre-cast building module.
U.S. Pat. No. 5,359,825 discloses a modular construction system.
U.S. Pat. Nos. 3,435,581; 4,671,032; 5,055,252; 4,570,398; 4,605,529; 4,751,803; and 4,934,121 disclose preformed wall structures.
None of these references taken alone or in any combination teaches or suggests the present invention.
SUMMARY OF THE INVENTIONThis new and useful invention utilizes repetitive wall panels to build an integrated structural unit instead of existing construction types using concrete blocks for walls. Additionally, in the preferred embodiment, the invention allows a high strength pre-cast panel unibody structure to be quickly and efficiently constructed in the field (at the site), saving labor costs versus traditional concrete block building techniques. Also, the structure is more resistant to human “break in” (burglary) risks versus traditional concrete block building techniques, the walls of which can be broken with a common carpenter's hammer for a burglar to gain entrance. The preferred embodiment also allows the entire concrete foundation, floor and wall panels to be welded, bolted and poured solidly and integrated together, creating a unibody. This invention reinforces the overall structural components as a unibody to be much stronger (resistant to environmental forces) together than the sum of the individual components alone. Unibody is hereby defined as an integrated foundation and load-bearing wall panel structure which comprises an integral unit when completed and ready to use. The preferred embodiment comprises a foundation, a plurality of rigid pre-cast wall panels, of a suitable width, height and length, vertically or nearly vertically and rigidly integrated onto the foundation perimeter and a means for connecting the top surfaces of the wall panels rigidly together whereby the foundation and rigidly integrated wall panels comprise a rigid integral structure when completed. The objects and advantages pertaining to the invention will become apparent in the following detailed description of the preferred embodiment.
BRIEF DESCRIPTION OF THE DRAWINGS
The apparatus of the invention is conveniently fabricated by conventional and standard methods using conventional and standard materials common in the construction, concrete and pre-cast fabrication industries. The preferred material is pre-cast concrete, but other materials may be used.
The system and method of making and using the preferred embodiment will now be further described and exemplified by reference to the various specific embodiments set forth in the drawings.
Again referring to the Figures, the assembly and fabrication (making) of the preferred embodiment of the invention will be described in detail. The system is assembled and fabricated from standard materials and methods now used in the appropriate industries. The system is typically fabricated from field-poured concrete and pre-cast concrete, formed using conventional pre-cast techniques such as forming, reinforcing, pouring, cutting, smoothing, curing, removing the forming and polishing or finishing. The system is shown with its design, functional aspects and relationship of components in scalable form in all of the drawings combined, which are for illustrative purposes only and not intended to limit the scope of the invention.
All of the inventor's shop drawings, notes, specifications, working drawings, plans, manuals and all other related printed and written documents are hereby incorporated herein by reference
To make the system in the preferred embodiment and best mode, it is formed partly in the field and partly in the manufacturing facility by the manufacturer in the appropriately shaped forms or molds. The entire system uses a concrete foundation and one (1) basic component; a wall panel (panel). Said wall panel (or panel) is hereby defined as a reinforced pre-cast concrete section of an appropriate height, width and thickness suitable for use as a wall or part of a wall. These panel(s) are typically steel reinforced with industry standard 4 by 4 by 6 gauge steel wire mesh and reinforcement bars. Typically the steel reinforcement bars are industry standard rebars. Alternately, steel “I” beam, stainless steel rods, epoxy coated rebar, galvanized rebar, steel or fiberglass mesh or any other suitable reinforcement means can be used.
Ideally, the panel is fabricated in a PreCast Concrete Association of America (PCAA) certified pre-cast plant using approved standards for reinforcing, concrete mix designs, casting procedures, quality control, etc. and complying with all local building codes and American Concrete Institute (ACI)-318 requirements. All related manuals, specifications and other printed documents generated by PCAA and ACI are hereby incorporated by reference.
To make the invention, appropriate steel angle perimeter molds 1 in the proper dimensions, typical in the pre-cast industry, are used with fastening systems (magnetic, bolts or other type fastening system) on a typical elevated steel casting tilt-table 2, as shown in
As shown in
Typically, the concrete is 4,000 PSI and chemicals may be added for hardening and curing. In best mode, the concrete cures in 24 hours enabling the angle perimeter mold of the panel to be stripped and the panel stored about 20 days for final curing. After the panel(s) 8 are fully cured, they are loaded onto a suitable truck (typically a flat-bed). A basic unit of the system contains four (4) panels as shown in
The above-referenced dimensions are illustrative only and used merely as examples, as the system may be made in any and all dimensions (sizes) desired by the manufacturer and user.
The above-referenced panels are then trucked to the site where the system is to be erected.
Next, as shown in
The sub-floor plumbing, if desired, is installed in the normal and customary manner of the plumbing trade prior to pouring the foundation and slab concrete. Afterwards, the dirt fill is chemically treated for termites and/or other earth dwelling insects and/or creatures (if desired by user or required by local building code), then a vapor barrier (typically plastic sheeting) is laid on top of the dirt fill with the seams taped as necessary. Industry standard 4 by 4 by 6 gauge steel wire mesh is then laid on top of the vapor barrier or, alternately, fiber mesh is mixed into the poured concrete (fibercrete as it is known in the industry) for the tensile strengthening of the concrete pad. The footings and slab are then poured solidly with concrete (typically 3,000 psi) and allowed to cure/harden for at least 24 hours or as required due to weather conditions.
The wall panels are then measured and laid out in the customary manner on the slab/foundation system for appropriate spacing. As shown in
The second panel is unloaded from the truck and installed in the exact same above-referenced manner and leveled/plumbed as shown in
Then, the remaining panels are unloaded from the truck and installed/welded in the exact same above-referenced manner (straight in-line or angled relative to each other as shown in
Quality assurance and/or building code inspections are appropriately made prior to grouting solidly 21 the entire floor perimeter slot (typically 1 and ½ inch deep by 7 and ½ inch wide as shown in
As will be apparent to persons skilled in the art, such as a structural engineer, pre-cast concrete manufacturer or pre-cast concrete builder, various modifications and adaptations of the structure and method of use above-described will become readily apparent without departure from the spirit and scope of the invention, the scope of which is defined in the claims. Although the foregoing invention has been described in detail by way of illustration and example, it will be understood that the present invention is not limited to the particular description and specific embodiments described but may comprise any combination of the above elements and variations thereof, many of which will be obvious to those skilled in the art. Additionally, the acts and actions of fabricating, assembling, using, and maintaining the preferred embodiment of this invention is well known by those skilled in the art. Instead, the invention is limited and defined solely by the following claims.
The invention may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiment is therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein.
Claims
1. An article of manufacture, a pre-cast unibody structure, comprising:
- a foundation;
- a plurality of rigid pre-cast wall panels, of a suitable width, height and length, vertically or nearly vertically and rigidly integrated onto the foundation perimeter, and;
- a means for connecting the top surfaces of the wall panels rigidly together whereby the foundation and rigidly integrated wall panels comprise a rigid integral structure when completed.
2. The pre-cast unibody structure of claim 1 wherein said foundation is a concrete monolithic slab.
3. The pre-cast unibody structure of claim 1 wherein said foundation is a concrete monolithic slab further comprising a perimeter slot.
4. The pre-cast unibody structure of claim 1 wherein said wall panels further comprise at least one steel “C” channel disposed on the top surface, with or without at least one truss attachment plate disposed thereon.
5. The pre-cast unibody structure of claim 1 wherein said wall panels further comprise at least one steel angle disposed on the bottom inside surface.
6. The pre-cast unibody structure of claim 1 wherein said means for connecting the top surfaces of the wall panels rigidly together further comprises at least one welded steel plate.
7. The pre-cast unibody structure of claim 1 wherein said wall panels further comprise reinforced pre-cast concrete with or without at least one opening for at least one window or at least one door.
8. The pre-cast unibody structure of claim 1 wherein said wall panels are rigidly integrated onto the foundation perimeter slot and further comprises at least one fastener secured into said foundation through at least one hole in at least one angle iron piece welded to said steel angle disposed on the bottom inside surface of said wall panel.
9. The pre-cast unibody structure of claim 1 further comprising said perimeter slot grouted smooth and level with said monolithic slab.
10. A pre-cast unibody structure system, comprising:
- a foundation;
- a plurality of rigid pre-cast wall panels, of a suitable width, height and length, vertically or nearly vertically and rigidly integrated onto the foundation perimeter, and;
- a means for connecting the top surfaces of the wall panels rigidly together whereby the foundation and rigidly integrated wall panels comprise a rigid integral structure when completed.
11. The pre-cast unibody structure system of claim 10 wherein said foundation is a concrete monolithic slab.
12. The pre-cast unibody structure system of claim 10 wherein said foundation is a concrete monolithic slab further comprising a perimeter slot.
13. The pre-cast unibody structure system of claim 10 wherein said wall panels further comprise at least one steel “C” channel disposed on the top surface, with or without at least one truss attachment plate disposed thereon.
14. The pre-cast unibody structure system of claim 10 wherein said wall panels further comprise at least one steel angle disposed on the bottom inside surface.
15. The pre-cast unibody structure system of claim 10 wherein said means for connecting the top surfaces of the wall panels rigidly together further comprises at least one welded steel plate.
16. The pre-cast unibody structure system of claim 10 wherein said wall panels further comprise reinforced pre-cast concrete with or without at least one opening for at least one window or at least one door.
17. The pre-cast unibody structure system of claim 10 wherein said wall panels are rigidly integrated onto the foundation perimeter slot and further comprises at least one fastener secured into said foundation through at least one hole in at least one angle iron piece welded to said steel angle disposed on the bottom inside surface of said wall panel.
18. The pre-cast unibody structure system of claim 10 further comprising said perimeter slot grouted smooth and level with said monolithic slab.
19. A pre-cast unibody structure system, comprising:
- a means for providing a foundation;
- a means for providing a plurality of rigid pre-cast wall panels, of a suitable width, height and length, vertically or nearly vertically and rigidly integrated onto the foundation perimeter, and;
- a means for connecting the top surfaces of the wall panels rigidly together whereby the means for providing a foundation and means for providing rigidly integrated wall panels onto the foundation comprise a rigid integral structure when completed.
20. The pre-cast unibody structure system of claim 19 wherein said means for providing a foundation is a concrete monolithic slab.
21. The pre-cast unibody structure system of claim 19 wherein said means for providing a foundation is a concrete monolithic slab further comprising a means for providing a perimeter slot.
22. The pre-cast unibody structure system of claim 19 wherein said wall panels further comprise a means for providing at least one steel “C” channel disposed on the top surface, with or without a means for providing at least one truss attachment plate disposed thereon.
23. The pre-cast unibody structure system of claim 19 wherein said wall panels further comprise a means for providing at least one steel angle disposed on the bottom inside surface.
24. The pre-cast unibody structure system of claim 19 wherein said means for connecting the top surfaces of the wall panels rigidly together further comprises a means for providing at least one welded steel plate.
25. The pre-cast unibody structure system of claim 19 wherein said wall panels further comprise a means for providing reinforced pre-cast concrete with or without at least one opening for at least one window or at least one door.
26. The pre-cast unibody structure system of claim 19 wherein said wall panels are rigidly integrated onto the foundation perimeter slot and further comprises a means for providing at least one fastener secured into said foundation through a means for providing at least one hole in at least one means for providing at least one angle iron piece welded to said steel angle disposed on the bottom inside surface of said wall panel.
27. The pre-cast unibody structure system of claim 19 further comprising a means for providing said perimeter slot grouted smooth and level with said monolithic slab.
28. A method for manufacturing pre-cast unibody structure wall panels, said method comprising the steps of:
- (a) assembling appropriate pre-cast concrete molds for wall panels in a suitable work area;
- (b) placing the assembled molds on an appropriate concrete casting surface, with or without at least one block-out for at least one window or at least one door;
- (c) adding appropriate reinforcement to the assembled molds or concrete;
- (d) adding appropriate chemicals to the concrete, if desired;
- (e) pouring concrete into the pre-cast concrete mold(s);
- (f) waiting for the concrete to cure for the appropriate amount of time;
- (g) stripping the molds from the hardened concrete;
- (h) storing the wall panels for the appropriate amount of time for final curing.
29. The method of claim 28 wherein the chemicals added to the concrete are selected from the group consisting hardening chemicals, curing chemicals and salt resistant chemicals.
30. A method for constructing a pre-cast unibody structure, said method comprising the steps of:
- (a) loading hardened pre-cast concrete wall panels onto a transportation vehicle;
- (b) transporting to the construction site the hardened pre-cast concrete wall panels;
- (c) unloading the hardened pre-cast concrete wall panels and moving them to the construction site;
- (d) preparing the site to receive a foundation and the hardened pre-cast concrete wall panels;
- (e) forming and pouring the foundation with concrete and erecting and securing the hardened pre-cast wall panels together and onto the foundation in the appropriate and correct manner, whereas said structure is ready to receive a roof structure.
Type: Application
Filed: Oct 21, 2004
Publication Date: May 11, 2006
Inventor: Laurie DelZotto (Morriston, FL)
Application Number: 10/970,259
International Classification: E04B 1/00 (20060101);