Patent US4488385A successfully refreshed from Google Patents.
US4488385A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Building construction
Assignee: NFS INDUSTRIES Inc
•
Filing: 1982-05-28
•
Granted: 1984-12-18
•
Expires: 2002-05-28
Abstract
Abstract An improved building structure and construction method is disclosed wherein the wall structure includes internal wall forms with cementitious material applied thereon. A reinforcing structure for the cementitious material is provided whereby the foundation wall structure and roof structure are operatively interconnected in a load bearing relationship so that the strength and durability is significantly enhanced. The apparatus for attaching the internal wall forms to the roof structure includes means for conveniently aligning the wall forms in a straight and plumb relationship before the cementitious material is applied.
Inventors
- 👤 William A. Teasel
- 👤 Thomas M. Teasel
- 👤 Thomas R. Colwell
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-07 10:47
CPC Classifications
E; E04; E04B; E04B1/00; E04B1/16; E04B1/161; E04B2/00; E04B2/84; E04B7/00; E04B7/02; E04B7/04
Claims Analysis
Total Claims: 5
Claim 1
Independent Claim
322 words
In a building structure of the type having a poured concrete foundation, a roof structure including a roof truss at each end of said building structure and a plurality of spaced roof trusses therebetween, and a wall structure having load bearing walls supported by said foundation and supporting said roof structure, the improvement wherein said load bearing walls comprise internal wall forms coated with inner and outer layers of cementitious material; wherein said foundation includes a bearing surface adjacent said wall forms for supporting said cementitious material; and wherein said load bearing walls are provided with a plurality of truss brackets each having a pair of spaced, downwardly-extending flanges and upwardly-extending flanges interconnected by a base plate, said downwardly-extending flanges engaging opposite sides of said wall forms and said upwardly-extending flanges being adapted to be secured to said roof trusses, and bearing plates disposed between the base plates of said truss brackets and the upper edges of said wall forms, and first and second vertical support means comprising attachment means for attaching said wall forms to said roof trusses and for aligning said wall forms in a predetermined relationship relative to said foundation, and a reinforcing structure for said cementitious material, said reinforcing structure and said wall forms being encased within said cementitious material, said attachment means including horizontal load-carrying means interconnecting said roof trusses, said first vertical support means comprising rod means having hooked portions anchored in said foundation and extending upwardly through the outer layers of said load bearing walls to a position closely adjacent said horizontal load-carrying means and the endmost of said roof trusses, and said second vertical support means being anchored in said foundation at spaced locations along said load bearing walls, and inner and outer reinforcement mesh material being disposed in respective inner and outer layers of said cementitious material and secured to said horizontal load-carrying means and to said first and second vertical support means.
Claim 2
Dependent Claim
322 words
In a building structure of the type having a poured concrete foundation, a roof structure including a roof truss at each end of said building structure and a plurality of spaced roof trusses therebetween, and a wall structure having load bearing walls supported by said foundation and supporting said roof structure, the improvement wherein said load bearing walls comprise internal wall forms coated with inner and outer layers of cementitious material; wherein said foundation includes a bearing surface adjacent said wall forms for supporting said cementitious material; and wherein said load bearing walls are provided with a plurality of truss brackets each having a pair of spaced, downwardly-extending flanges and upwardly-extending flanges interconnected by a base plate, said downwardly-extending flanges engaging opposite sides of said wall forms and said upwardly-extending flanges being adapted to be secured to said roof trusses, and bearing plates disposed between the base plates of said truss brackets and the upper edges of said wall forms, and first and second vertical support means comprising attachment means for attaching said wall forms to said roof trusses and for aligning said wall forms in a predetermined relationship relative to said foundation, and a reinforcing structure for said cementitious material, said reinforcing structure and said wall forms being encased within said cementitious material, said attachment means including horizontal load-carrying means interconnecting said roof trusses, said first vertical support means comprising rod means having hooked portions anchored in said foundation and extending upwardly through the outer layers of said load bearing walls to a position closely adjacent said horizontal load-carrying means and the endmost of said roof trusses, and said second vertical support means being anchored in said foundation at spaced locations along said load bearing walls, and inner and outer reinforcement mesh material being disposed in respective inner and outer layers of said cementitious material and secured to said horizontal load-carrying means and to said first and second vertical support means.
Claim 3
Dependent Claim
27 words
A building structure according to claim 1, wherein the outer layer of cementitious material of said load bearing walls extends downwardly below the top of said foundation.
Claim 4
Dependent Claim
251 words
In a building stucture of the type having a poured concrete foundation, and a roof structure including end and intermediate roof trusses, the improvement comprising a wall structure having load bearing walls interposed between said foundation and said roof structure, at least certain of said load bearing walls having first support means comprising core means of cardboard sheet material and surface coatings of cementitious material on and bonded to said cardboard core means, said cardboard means being supported at the lower edges thereof by said foundation and supporting said roof structure at the upper edges thereof and collectively being sufficiently strong at least initially to support the full weight of said roof trusses independently of said cementitious coatings, whereby to permit said walls and said roof trusses to be erected on said foundation before said cementitious surface coatings are applied to the cardboard surfaces of said core means, said certain load bearing walls further including second support means comprising upright, reinforcing rods embedded in said cementitious coatings and supported by said foundation, and rigid support means supported by said upright reinforcing rods interconnecting and supporting said roof trusses, said rigid support means comprising tie rods extending through and disposed in load bearing relation with said roof trusses, and portions of said tie rods overlying and being supported by said upright reinforcing rods, whereby the roof truss load is transferred to said foundation in part through said cardboard core means and in part through said tie rods and said upright reinforcing rods.
Claim 5
Dependent Claim
251 words
In a building stucture of the type having a poured concrete foundation, and a roof structure including end and intermediate roof trusses, the improvement comprising a wall structure having load bearing walls interposed between said foundation and said roof structure, at least certain of said load bearing walls having first support means comprising core means of cardboard sheet material and surface coatings of cementitious material on and bonded to said cardboard core means, said cardboard means being supported at the lower edges thereof by said foundation and supporting said roof structure at the upper edges thereof and collectively being sufficiently strong at least initially to support the full weight of said roof trusses independently of said cementitious coatings, whereby to permit said walls and said roof trusses to be erected on said foundation before said cementitious surface coatings are applied to the cardboard surfaces of said core means, said certain load bearing walls further including second support means comprising upright, reinforcing rods embedded in said cementitious coatings and supported by said foundation, and rigid support means supported by said upright reinforcing rods interconnecting and supporting said roof trusses, said rigid support means comprising tie rods extending through and disposed in load bearing relation with said roof trusses, and portions of said tie rods overlying and being supported by said upright reinforcing rods, whereby the roof truss load is transferred to said foundation in part through said cardboard core means and in part through said tie rods and said upright reinforcing rods.
References Cited (Backward Citations)
US1342062A
Cited
US1105682A
Cited
US1815492A
Cited
US2109009A
Cited
US2204583A
Cited
US2690072A
Cited
FR1082669A
Cited
US3559355A
Cited
US4122639A
Cited
USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1987-12-18 | 1988-06-18 | 1988-12-18 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1991-12-18 | 1992-06-18 | 1992-12-18 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1995-12-18 | 1996-06-18 | 1996-12-18 | $7700.00 | Window Closed / Lapsed |