Building panel assemblies and methods of use in wall structures
원문보기
IPC분류정보
국가/구분
United States(US) Patent
등록
국제특허분류(IPC7판)
E04C-002/34
E04C-002/24
E04C-002/38
E04C-002/32
E02D-027/01
E02D-027/02
E04B-001/00
B29D-099/00
B29C-070/86
E04B-001/14
E04C-002/296
B29C-070/08
B29K-675/00
E04B-002/56
B29L-031/10
출원번호
US-0109408
(2013-12-17)
등록번호
US-8904737
(2014-12-09)
발명자
/ 주소
Schiffmann, Glenn P.
Schiffmann, Gerhard P.
Wojtusik, Daniel J.
출원인 / 주소
Composite Panel Systems, LLC
대리인 / 주소
Wilhelm, Thomas D.
인용정보
피인용 횟수 :
3인용 특허 :
78
초록▼
Light weight fiber-reinforced polymeric (FRP) structural building panels and panel assemblies, sized and configured for construction of non-portable wall structures permanently fixed to the ground, optionally tying overlying structure to an underlying footer through such panels and panel assemblies.
Light weight fiber-reinforced polymeric (FRP) structural building panels and panel assemblies, sized and configured for construction of non-portable wall structures permanently fixed to the ground, optionally tying overlying structure to an underlying footer through such panels and panel assemblies. Fiber schedule and fiber orientation in the panels provide enhanced properties of the panels. Fibers are typically oriented within 15 degrees of a top-to-bottom direction in the panel providing, in part, enhanced top-to-bottom crush strength of a panel/wall per length dimension related to mass of the panel/wall per unit length and/or limited deflection of the panel/wall. Panels of the invention also have a bias to deflect toward the surface of the panel which faces outwardly of the building, toward the backfill soil which faces the panel, outside the building.
대표청구항▼
1. A fiber-reinforced polymeric load-bearing building panel having a length, a top and a bottom, and comprising: (a) an outer fiber-reinforced polymeric layer about 0.10 inch thick to about 0.15 inch thick, said outer layer comprising a first set of continuous fibers in a first reaction-cured resin,
1. A fiber-reinforced polymeric load-bearing building panel having a length, a top and a bottom, and comprising: (a) an outer fiber-reinforced polymeric layer about 0.10 inch thick to about 0.15 inch thick, said outer layer comprising a first set of continuous fibers in a first reaction-cured resin, said outer layer defining a first outermost surface of said building panel;(b) an inner fiber-reinforced polymeric layer about 0.10 inch thick to about 0.15 inch thick, said inner layer comprising a second set of continuous fibers in a second reaction-cured resin, said inner layer defining a second outermost surface of said building panel; and(c) a plurality of load-bearing studs, spaced along the length of said building panel and extending, from said inner layer, away from the second outermost surface to end panels (130) of said studs, including away from said building panel, said studs extending along the height of said building panel, and having walls, defining outer surfaces of said studs, about 0.10 inch thick to about 0.15 inch thick, said walls of said studs comprising a third set of continuous fibers in a third reaction-cured resin, said building panel having a thickness between said inner layer and said outer layer, excluding any dimensions of said studs, of about 2 inches to about 5 inches, said building panel having a mass of no more than 8.9 pounds per foot of height per linear foot length of said building panel, and a vertical crush resistance of at least 4000 pounds per linear foot length of said building panel when a load is evenly distributed over the length and the thickness of said building panel. 2. A building panel as in claim 1, having a horizontally-directed bending resistance capacity at a locus of maximum horizontal underground loading of no more than L/180 when supported in accord with ASTM E72 and a clay load. 3. A building panel as in claim 1, having a horizontally-directed bending resistance capacity at a locus of maximum horizontal underground loading of no more than L/240 when supported in accord with ASTM E72 and a clay load. 4. A building panel as in claim 1, said building panel having a horizontally-directed bending resistance capacity at a locus of maximum horizontal underground loading of no more than L/120 when supported in accord with ASTM E72 and a clay load. 5. A building panel as in claim 1, said building panel having a vertical, top-to-bottom crush resistance capacity of at least 5000 pounds per linear foot length of said building panel. 6. A building panel as in claim 1 wherein said building panel, under a top-to-bottom load, evenly distributed between said outer layer and said end panels of said studs, deflects toward said outer layer. 7. A building panel as in claim 1 wherein said building panel, under a top-to-bottom load, evenly distributed between said outer layer and said end panels of said studs, and evenly distributed along the length of said building panel, deflects toward said outer layer, and has a horizontally-directed bending resistance capacity at a locus of maximum horizontal underground loading of no more than L/120 when supported in accord with ASTM E72 and a clay backfill load. 8. A building panel as in claim 7 wherein said budding panel has a vertical crush resistance capacity of at least 5000 pounds per linear foot length of said building panel. 9. A building panel as in claim 1 wherein at least about 60 percent by weight, of at least one of said first, second, and third sets of fibers, collectively, extends in a direction within 15 degrees of the top-to-bottom height of said building panel. 10. A building panel as in claim 1 wherein at least about 70 percent by weight, of each of said first, second, and third sets of fibers extends in a direction within 15 degrees of the top-to-bottom height of said building panel. 11. A building panel as in claim 1 wherein at least 70 percent by weight of each of said first, second, and third sets of fibers extends in a direction which is substantially aligned with, thus parallel to the top-to-bottom height of said building panel. 12. A fiber-reinforced polymeric load-bearing building panel having a length, a top and a bottom, and comprising: (a) an outer fiber-reinforced polymeric layer about 0.10 inch thick to about 0.15 inch thick, said outer layer comprising a first set of continuous fibers in a first reaction-cured resin, said outer layer defining a first outermost surface of said building panel;(b) an inner fiber-reinforced polymeric layer about 0.10 inch thick to about 0.15 inch thick, said inner layer comprising a second set of continuous fibers in a second reaction-cured resin, said inner layer defining a second outermost surface of said building panel; and(c) a plurality of load-bearing studs, spaced along the length of said building panel and extending, from said inner layer, away from the second outermost surface to end panels (130) of said studs, including away from said building panel, said studs extending along the height of said building panel, and having walls, defining outer surfaces of said studs, about 0.10 inch thick to about 0.15 inch thick, said walls of said studs comprising a third set of continuous fibers in a third reaction-cured resin, said building panel having a thickness between said inner layer and said outer layer, excluding any dimensions of said studs, of about 2 inches to about 5 inches, said building panel having a mass of no more than 8.9 pounds per foot of height per linear foot length of said building panel, and wherein said building panel, under a top-to-bottom load which is evenly distributed between said outer layer and said end panels of said studs, deflects between the top and the bottom, toward said outer layer. 13. A building panel as in claim 12 wherein the deflection of said building panel is no more than L/120 when supported in accord with ASTM E72 and a clay load. 14. A fiber-reinforced polymeric building panel having a length, a top and a bottom, and a height between the top and the bottom, and comprising: (a) an outer fiber-reinforced polymeric layer comprising a first set of continuous fibers in a first cured resin, said outer layer defining a first outermost surface of said building panel when said building panel is disposed in an upstanding orientation;(b) an inner fiber-reinforced polymeric layer comprising a second set of continuous fibers in a second cured resin, said inner layer being spaced from said outer layer and defining a second outermost surface (25) of said building panel when said building panel is disposed in such upright orientation;(c) a plurality of fiber-reinforced polymeric load-bearing studs comprising a third set of continuous fibers in a third cured resin, said studs being spaced along the length of said building panel and extending away from said building panel, including away from the second outermost surface; and at least about 60 percent by weight, of at least one of said first, second, and third sets of fibers, collectively, extending in a direction within 15 degrees of the top-to-bottom height of said building panel. 15. A building panel as in claim 14 wherein at least 60 percent by weight of each of said first, second, and third sets of fibers extend in a direction within 15 degrees of the top-to-bottom height of said building panel. 16. A building panel as in claim 14 wherein at least 70 percent by weight of each of said first, second, and third sets of fibers extend in a direction within 15 degrees of the top-to-bottom height of said building panel. 17. A building panel as in claim 14 wherein at least 70 percent by weight of each of said first, second, and third sets of fibers extends in a direction which is substantially aligned with, thus parallel to, the top-to-bottom height of said building panel. 18. An upright outer wall in a building comprising one or more panels as in claim 14. 19. An outer wall in a building extending at a first angle to horizontal, said outer wall comprising one or more panels as in claim 14 and wherein at least about 60 percent of the first, second, and third sets of fibers extend in directions within 15 degrees of the first angle of said building wall. 20. A building comprising an outer wall as in claim 19, as a foundation wall exposed to soil backfill loading, wherein horizontal deflection is directed outwardly toward the soil backfill and is limited to no more than L/120.
연구과제 타임라인
LOADING...
LOADING...
LOADING...
LOADING...
LOADING...
이 특허에 인용된 특허 (78)
Jamison Walter E. (Rte. 4 ; Box 89A Ottawa KS 66067), Air impervious split wall structure.
Glass John P. (c/o Cava Industries ; 79 La Grange Ave. Essington PA 19029) Simson Anton K. (San Diego CA), Boat hull and method of forming same with fibrous stamp elements.
Bounds Edward G. (1209 Frederick Ave. Salisbury MD 21801), Building foundation method and system, with energy conservation and solar energy utilization features.
Sim William J. (4068 Arjay Cir. Ellicott City MD 21043) Marth Ronald M. (5409 Lucy Dr. Waldorf MD 20601), Building structure and process of beam assembly therein.
Nicholas C. Tambakis, Fiber reinforced plastic (FRP) composite structural system for decks, docks, boardwalks, walkways, spa decks, hot tub decks and gazebos and components therefore and method of making same.
Grant C. Record, Insulated asymmetrical directional force resistant building panel with symmetrical joinery, integral shear resistance connector and thermal break.
Evans Maurice J. (Sutton Coldfield GB2) Faulkner Sharon L. (Coventry GB2) Fisher Ronald (Rugby GB2) Wells Trevor C. (Leamington Spa GB2) Hadlum Paul (Coventry GB2), Light-weight, high-strength, stiff panels.
Daniels Phillip D. (4979 Lake Bluff Rd. West Bloomfield Township ; Oakland County MI 48033), Method and apparatus for assembling wood decks or the like.
Sjostedt Robbie J. (1544 Blue Heron Way Oregon WI 53575) Schaffer Brent G. (2833 Dartmouth Dr. Janesville WI 53545) Tedesco James (2631 Polzin Rd. Janesville WI 53545), Modular integral floor construction for vehicle body.
Iorio Peretto Sergio (Arensod/Sarre (Aosta) ITX 11010), Process for manufacturing a frame suitable for encasing a portion of an external wall and frames obtained thereof.
Ito,Toshihiro; Ochi,Yutaka; Kato,Toru; Odani,Hiroshi; Tanaka,Shintaro; Yoshimura,Kousuke; Ochi,Atsushi; Mitani,Kimio, Sound-proof wall made of FRP, and method of producing the same.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.