Claims
- 1. A method of constructing a foundation wall for a building, comprising the steps:
- providing an elongate physical guide means along a line at a predetermined height above ground at which the top of said foundation wall is desired to exist, said foundation wall to extend downward between said elongate physical guide means and the earth,
- preparing the surface of the earth beneath said elongate physical guide means for foundation support to achieve predetermined foundation design loads, including lateral loads, shear loads, uplift loads and bearing loads,
- forming a plurality of corrugated structural panels, wherein each panel includes a lower portion having footing engagement means formed integrally in said panel, and wherein each panel is formed to be a predetermined height required at its location between said elongate physical guide means and said prepared earth, and said footing engagement means is cut or formed to achieve said foundation design loads,
- attaching to said elongate physical guide means in a manner so as to hang between it and said prepared surface of the earth, said plurality of structural panels, each of which said structural panels is of a suitable thickness and strength to support a corresponding part of a building above, each of which said structural panels so extends toward earth, in a substantial plane where said foundation wall is desired, and
- thereafter placing a flowable hardenable building material about the lower portion of each of the attached plurality of said structural panels to form a footing therefor, and making each said panel become supported in the flowable hardenable building material to achieve said design loads, and serve as said foundation wall for said building.
- 2. The method according to claim 1 wherein said elongate physical guide means is a portion of a prefabricated modular building set upon supports.
- 3. The method according to claim 1 wherein said elongate physical guide means is a presituated elongate floor framing member temporarily held in place by a series of strut elements.
- 4. The method according to claim 1 wherein said elongate physical guide means is a portion of a presituated planar floor grid assemblage.
- 5. The method according to claim 1 wherein each of said corrugated structural panels is made of galvanized steel and has vertically extending flutes.
- 6. The method according to claim 5 wherein said footing engagement means is a plurality of cut or formed tabs formed in said flutes and bent to an angle of between 5.degree. and 90.degree..
- 7. An apparatus for constructing a foundation wall for a building, where an elongate physical guide has been presupported along a line at a predetermined height above ground at which the top of said foundation wall is to be formed, said foundation wall to extend downward between said elongate physical guide means and the earth, the earth having been prepared for foundation support to achieve predetermined foundation design loads, including lateral loads, shear loads, uplift loads and bearing loads, the foundation wall construction apparatus comprising in combination:
- an elongate physical guide means presupported along a line at a predetermined height above ground at which the top of said foundation wall is to be formed,
- at least one corrugated panel having sufficient thickness and strength to form a portion of said foundation of said building corresponding to the width of said panel,
- said panel having an upper portion and a lower portion,
- means for connecting and suspending said upper portion of said panel to said physical guide means whereby said panel hangs vertically, and wherein said lower portion of said panel hangs toward said prepared earth, and
- said lower portion having footing engagement means for engaging concrete or other flowable hardenable material placed around said lower portion while said panel is suspended from its upper portion, wherein said footing engagement means is cut or formed as a portion of said panel, and wherein said panel becomes a foundation support achieving said predetermined design loads for said building when said concrete or flowable hardenable material has hardened.
- 8. The apparatus of claim 7 further comprising an elongate bearing spacer adapted to be located between said elongate physical guide means and the top edge of said corrugated panel, said spacer so providing a ventilation space.
- 9. The apparatus of claim 8 further comprising a continuous screen element carried by said elongate bearing spacer.
- 10. The apparatus of claim 7 wherein said elongate physical guide means is a portion of a prefabricated modular building set upon supports.
- 11. The apparatus of claim 7 wherein said elongate physical guide means is a presituated elongate floor framing member temporarily held in place by a series of strut elements.
- 12. The apparatus of claim 7 wherein said elongate physical guide means is a portion of a presituated planar floor grid assemblage.
- 13. An apparatus for construction of a building foundation wall where an elongate physical guide has been presupported along a line at a predetermined height above ground at which the top of said foundation wall is to be formed, said foundation wall to extend downward between said elongate physical guide and the earth, the earth having been prepared for foundation support, the foundation wall construction apparatus comprising in combination:
- an elongate physical guide means presupported along a line at a predetermined height above ground at which the top of said foundation wall is to be formed,
- a plurality of corrugated, fluted panels, each of said panels having sufficient thickness and strength to support a corresponding part of said building when oriented in a vertical plane with its corrugation flutes aligned vertically, the top edge of each said panel having means for connection to and suspension from said guide in a manner where each said panel will hang toward earth, adjacent to each other,
- wherein each of said panels, for a particular location along which said foundation wall is desired, is able to be selected from a group of heights so as to best correspond to the desired height of said panel at said particular location,
- whereby the lower extremity of each of said panels has footing engagement means for engaging concrete or other flowable hardenable material placed around said lower extremity while said panel is suspended, and
- wherein said engagement means is cut or formed integrally in each of said panels, and upon the hardening of said material, each of said panels becomes situated in said material, so becoming a foundation for said building.
- 14. The apparatus of claim 13 wherein said elongate physical guide means is a prefabricated modular building set upon supports.
- 15. The apparatus of claim 13 wherein said elongate physical guide means is a presituated elongate floor framing member temporarily held in place by a series of strut elements.
- 16. The apparatus of claim 13 wherein said elongate physical guide means is a line of a presituated planar floor grid assemblage.
- 17. The apparatus of claim 13 wherein each of said panels is of galvanized corrugated steel decking material.
- 18. The apparatus of claim 13 further comprising elongate bearing spacers adapted to be located between said elongate physical guide and the top edge of each of said corrugated panels, said spacer so providing a space wherein air ventilation can occur.
- 19. The apparatus of claim 18 further comprising continuous screen elements carried by said elongate bearing spacers.
- 20. The apparatus of claim 13 wherein said footing engagement means is a series of bent tabs either cut or formed in the lower extremity of each panel.
- 21. In combination, a prefabricated modular building and apparatus for constructing a perimeter foundation for said building, wherein said building is set upon supports so that the lower periphery of said building forms a line above ground at which the top of said perimeter foundation is to be formed, the earth under said lower periphery having been prepared for foundation support, comprising:
- a prefabricated modular building set upon supports,
- a plurality of galvanized steel corrugated, fluted panels, each of said panels having sufficient thickness and strength to support a corresponding part of said building where oriented in a vertical plane with its corrugation flutes aligned vertically, the top edge of each said panel having means for connection to and suspension from said lower periphery of said building in a manner where each said panel will hang toward earth, adjacent to each other, and
- wherein each of said panels, for a particular location along which said perimeter foundation is desired, is able to be selected from a group of heights so as to best correspond to the desired height of said panel at said particular location, and
- wherein the lower extremity of each of said panels has footing engagement means for engaging concrete or other flowable hardenable material placed around said lower extremity while said panel is suspended, wherein said engagement means is cut or formed integrally in each of said panels, and upon the hardening of said material, each of said panels becomes situated in said material, so becoming said perimeter foundation for said building.
REFERENCE TO RELATED PATENT APPLICATIONS
The present patent application is related to predecessor U.S. provisional patent applications: Ser. No. 60/019,551 filed on Jun. 10, 1996, for a FOUNDATION FOR A MODULAR STRUCTURE, Ser. No. 60/022,443 filed on Aug. 5, 1996, for a THERMALLY ISOLATED PERIMETER FOUNDATION, both to the selfsame inventor Michael G. Butler who is the inventor of the present application.
The present patent application is also a continuation-in-part of U.S. patent application Ser. No. 08/818,497 filed on Mar. 14, 1997, for FOUNDATION FLOOR CONSTRUCTION METHODS AND DEVICES, now abandoned, which application is itself a continuation-in-part of U.S. patent application Ser. No. 08/600,408 filed Feb. 12, 1996 for CONCRETE SLAB FOUNDATION FORMING DEVICES, now U.S. Pat. No. 5,830,378, which application is itself a continuation-in-part of U.S. patent application Ser. No. 08/398,356 filed on Mar. 3, 1995 for CONCRETE FOUNDATION WALL FORMING DEVICES, now abandoned, which application is itself a continuation-in-part of U.S. patent application Ser. No. 08/299,474 for a FOUNDATION AND FLOOR CONSTRUCTION MEANS issued Aug. 29, 1994 as U.S. Pat. No. 5,564,235. All related predecessor applications are of the selfsame inventor Michael G. Butler who is the inventor of the present invention.
US Referenced Citations (13)
Foreign Referenced Citations (3)
Number |
Date |
Country |
743322 |
Sep 1966 |
CAX |
1035172 |
Aug 1983 |
SUX |
2147635 |
May 1985 |
GBX |
Continuation in Parts (4)
|
Number |
Date |
Country |
Parent |
818497 |
Mar 1997 |
|
Parent |
600408 |
Feb 1996 |
|
Parent |
398356 |
Mar 1995 |
|
Parent |
299474 |
Aug 1994 |
|