Self supportive panel system

Information

  • Patent Grant
  • 10184251
  • Patent Number
    10,184,251
  • Date Filed
    Tuesday, May 23, 2017
    7 years ago
  • Date Issued
    Tuesday, January 22, 2019
    5 years ago
Abstract
A self supporting panel system used to fabricate ceilings, floors, walls, or roofs. The panel system is assembled from a plurality of panels, each having a core that is sandwiched between opposing plate members. In a preferred embodiment, the core of each panel includes a unifying material to enhance the load bearing capacity of the panel.
Description
TECHNICAL FIELD

This invention generally relates to structural panels and more particularly relates to structural panels used in fabricating ceiling, walls, floors and roofs.


BACKGROUND OF THE INVENTION

Currently, most residential (and some commercial) roof systems are constructed using trusses. Although truss based roof systems are well established, they have drawbacks. Specifically, they form only one portion of the roof system. Once they are in place, an outer sheeting (such as plywood or the like) must be placed over the trusses thereby forming a surface to which shingles or other weather resistant material is placed. Additionally a finish material such as drywall must be placed along the bottom surface of a truss if a finished ceiling is desired. Also, insulation must be installed between the trusses if an insulated environment is desire.


The present invention overcomes the above-referenced drawback by eliminating the need for both a trusses and the sheeting material by combining both functions. Additionally, the present invention can be fabricated to eliminate the need to insulate on the construction site and also eliminate the need to add drywall to the bottom portion of the trusses. Specifically, the present invention fulfils the structural load bearing function (performed by the truss) and forms the roof sheeting surface to which finished roofing material (such as shingles) can be attached.





BRIEF DESCRIPTION OF THE DRAWINGS


FIG. 1 is an isometric view using the panels of the present invention to construct a roof system and a ceiling system.



FIG. 2A is a first embodiment of the corner wedge member of the present invention.



FIG. 2B is a second embodiment of the corner wedge member of the present invention.



FIG. 2C is a third embodiment of the corner wedge member of the present invention.



FIG. 2D is a fourth embodiment of the corner wedge member of the present invention.



FIG. 3 is an exploded view of a first embodiment of the panel of the present invention.



FIG. 4 is a detailed view of the honeycomb substructure of the panel of FIG. 3.



FIG. 5 is a partial cross sectional view taken substantially along lines 5-5 of FIG. 3.



FIG. 6 is a cut away view of the panel of FIG. 3 shown substantially in an assembled position.



FIG. 7 is a partial cross section view taken substantially along lines 7-7 of FIG. 6.



FIG. 8 is an exploded view of a second embodiment of the panel of the present invention.



FIG. 9 is a partial cross sectional view taken substantially along lines 9-9 of FIG. 8.



FIG. 10 is a cut away view of the panel of FIG. 8 shown substantially in its assembled condition.



FIG. 11 is a partial cross sectional view taken substantially along lines 11-11 of FIG. 10.



FIG. 12 is a roof structure of a home constructed using panels of the present invention in conjunction with rafter boards.





DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

Now referring to FIG. 1, roof system 10 includes panels 12 and 14 and a plurality of corner wedge members 16, 18, and 20. In a first embodiment, panels 12, 14, 15 can be constructed using the technique and materials shown in FIGS. 3-11. Specifically, FIG. 3 shows a first embodiment of panels 12, 14, 15 wherein an outer frame 22, 24, 26, and 28 is constructed in a generally rectangular shape wherein a honeycomb shaped, unifying, grid material 30 is placed in the opening formed by outer frame members 22, 24, 26 and 28 (an enlarged view of a portion of honeycomb shaped grid material 30 is shown in FIG. 4). Preferably, honeycomb shaped grid material is constructed from a plurality of hexagonal, cylindrical shaped tubes which are joined along their peripheral edges to adjacent hexagonal members. The joining of adjacent members can be done using adhesive or mechanical fasteners, or it is contemplated that the honeycomb shaped grid material 30 can be fabricated from a single integrated material such as stamped steel, injection molded plastic, fiberglass, cardboard, paper, resin, composite wood based materials or the like such that no traditional physical or adhesive joining is necessary because the member is formed in a single operation.


Each of the hexagonal members (exemplified at 32) includes an opening 34. This opening preferably passes completely through hexagonal member 32 (i.e. there is no bottom portion closing off opening 34). Once grid material 30 is placed within the opening of outer frame 22, 24, 26 and 28, a second, unifying material 38 is disposed on grid material 30 where it penetrates into, around, or through openings 34 and the fibers of grid material 30 (for materials where penetration is possible). It is contemplated that in a preferred embodiment, unifying material 38 is a urethane foam having some degree of expanding capabilities after it is sprayed. This expanding capability will cause the foam to completely fill the openings 34 in each one of the hexagonal members 32 thereby forming a strong unified panel member. After unifying material 38 is sprayed, but before the material has had any opportunity to begin substantial expansion, top and bottom plates 40, 42 are sealed against and secured to the top and bottom portions of outer frame 22, 24, 26 and 28. The completed panel 12, 14, and 15 is relatively light weight but possesses excellent strength including the ability to bear substantial loads and the ability to resist sheer, tension, compression, and racking forces.


Preferably, frame members 22, 24, 26 and 28 are fabricated from wood, metal, fiber impregnated resins, plastic, or the like. Top and bottom plates 40, 42 are preferably constructed from any material that will readily accept and retain paint and mechanical fasteners such as plywood, metal, gypsum board (or drywall), fiberglass, plastic or the like. In most applications, it is contemplated that both top and bottom plates (or sheets) 40, 42 will be constructed from material that is capable of bearing at least one of a tensile, compression, sheer, or racking load. However, it is contemplated that in some applications, the use of load bearing material for at least one of the plates 40, 42 can be eliminated and replaced with a no-load bearing material (such as gypsum board). Specifically, as shown in FIG. 1, panel 15 has two surfaces—top surface 15′ and bottom surface 15″. It is contemplated that top surface 15′ may in some cases be fabricated from a load bearing material (such as plywood, metal or the like) but bottom surface 15″ may not have to be fabricated from such a load bearing material. For example, in applications where surface 15″ forms the finished ceiling of a room, it may simply be an unnecessary expense to use an expensive load bearing material for constructing surface 15″.


Wedge members 16, 18 and 20 can be fabricated from any number of materials. The primary function served by wedge members 16, 18 and 20 is to join the edge portion of two adjacent panels 12, 14, and 15. Various embodiments of wedge members 16, 18 and 20 are shown in FIGS. 2A2D. FIG. 2A shown that wedge members 16, 18, and 20 can be fabricated by cutting a panel (such as panel 12) along a diagonal line and then stacking and joining (by way of gluing or mechanical fasteners) two cut members to form a triangular shaped wedge member. In a second embodiment 2B, wedge members 16, 18, 20 are fabricated identically to the embodiment set forth in FIG. 2A, however, a finish plate 44 is placed over the foam 17 exposed end of the wedge 16, 18, and 20 thereby giving it greater structural integrity.


In the embodiment of FIG. 2C, wedge 16, 18 and 20 is fabricated from three plate members 46, 48 and 50 which are cut and fitted against one another to form a generally triangular tubular shape. Preferably, the hollow center core formed by plate 46, 48, 50 is then filled with unifying material 38 (such as foam). It is also contemplated (see FIG. 2D) that wedge members 16, 18 and 20 can be fabricated from plates 46, 48 and 50 without the use of a unifying material 38 (simply leaving the hollow core portion formed between plates 46, 48, 50 unfilled).



FIGS. 6 and 7 show the final cut away view of the assembled panel of FIGS. 3-5.


In an alternative embodiment, FIGS. 8, 9, 10, 11 show the fabrication of an alternative embodiment of panels 12, 14, and 15. In this alternative embodiment, the frame 22, 24, 26, 28 and the top and bottom plate 40, 42 are constructed identically to that which was discussed in the embodiment of FIGS. 3-7. The only difference between the panel of FIGS. 3-7 and the panel of FIGS. 8-11 is that in the panel of FIGS. 8-11, the honeycomb shaped grid material 30 is replaced by an X-Y grid 52. It is contemplated that in a preferred embodiment, X-Y grid 52 can be fabricated from a single unitary member (such as a steel stamping, plastic stamping or plastic injection molded component, or it can be constructed from fibrous strands (such as Kevlar, fiberglass, plastic, nylon, metal, carbon or the like), wherein each strand (or group of strands) is (are) individually attached to a portion of one of the outer frames 22, 24, 26, 28. If grid 52 is constructed from individual strands or groups of strands, these strands can be routed such that they alternatively cross under and over one another at a point of contact 56 (i.e. are woven together) or, alternatively, they can be constructed such that the strands are mechanically or adhesively joined to one another at their points of contact 56. It is contemplated that superior panel strength will be achieved if the strands are mechanically or adhesively joined to one another at their points of contact 56.


It is important to note that the roof system disclosed above is self supportive in the sense that it does not rely on a traditional truss structure for its support or to support additional loading imposed by materials such as roofing material, interior walls, mechanical systems, etc. which may be added thereto. Thus, the disclosed system overcomes the shortcomings associated with the prior art roof systems (which use both trusses and sheeting material) by integrating the function of the truss and the sheeting material into a single panel component. It is also important to note that in addition to eliminating roof trusses, the inventive system, in many applications, eliminates the need for insulation inasmuch as unifying material 38 is preferably composed from materials which have superior insulating capability.


In many portions of the United States, constructing homes with basements is impractical. In these instances, the mechanical systems (heating and cooling) must either be located on the main living floor (thereby taking up valuable living space) or must be placed in the attic. The advantage of placing the mechanical systems in the attic is that valuable living space is not consumed by the mechanical system; however, because most prior art attics are not insulated, placing the mechanical systems in an uninsulated area results in inefficient operation of the mechanical system. However, the present invention overcomes the traditional inefficiencies of placing the mechanical systems in the attic because the panels disclosed herein include superior insulative properties.


It is contemplated that the roof system disclosed herein is made from plates (or sheets) formed 8 feet wide and preferably formed the length of the entire house. Thus, when these panels are used for a ceiling of a finished room, it is contemplated that spans of up to 26 feet, and perhaps greater, will be traversed without necessitating the intervention of a load bearing wall. It is also contemplated that adhesives and other similar materials (such as double sided tape) may be used to join frame members 22, 24, 26, 28 together to join panels 12, 14, 16 to wedge members 16, 18, 22, or to join top and bottom plates 40, 42 to frame 22, 24, 26, 28.


In an alternative embodiment of panels 12, 14, 16, it is contemplated that resin impregnated fiberglass material can be placed on one or more surface of top and/or bottom plate 40, 42 thereby further increasing the structural, load bearing capability of plates 40, 42 thereby increasing the load bearing capability of the overall roof system 10.


In a second embodiment of the roof system of the present invention, FIG. 12 shows a roof system similar to that of FIG. 1 except that bottom panel 15 is no longer present. It is replaced by a series of rafter boards 58. In a preferred embodiment rafter boards 58 are not directly attached to panels 12, 14, but rather are indirectly attached thereto by way of wedges 18, 20. In all other ways, the second embodiment set forth in FIG. 12 is identical to that which has been discussed in conjunction with the embodiment of FIG. 1.

Claims
  • 1. A roof structure that is self-supporting, comprising: a first panel;a second panel directly or indirectly attached to the first panel; anda third panel;wherein each of the first panel, the second panel, and the third panel comprise: a) a 4-sided frame with an opening,b) an X-Y grid structure located within the frame,c) a load-bearing top plate,d) a load bearing bottom plate that is located opposite the top plate, ande) a unifying material;a first wedge member;a second wedge member; anda third wedge member;wherein the first wedge member contacts the first panel and the second panel at a first edge of the first panel and a first edge of the second panel, the second wedge and the third wedge are located on opposite ends of the third panel connecting the first panel and the second panel to the third panel, respectively;wherein the first panel and the second panel are located at an incline relative to the third panel so that the roof structure has a triangular shape;wherein the opening of the frame is filled with the unifying material, and the unifying material expands within the frame and seals both of the top plate and the bottom plate to the frame.
  • 2. The roof structure according to claim 1, wherein the roof structure is free of a truss structure.
  • 3. The roof structure according to claim 1, wherein the X-Y grid structure comprises substantially linear strands.
  • 4. The roof structure according to claim 3, wherein the strands are mechanically or adhesively joined to one another at one or more points of contact.
  • 5. The roof structure according to claim 1, wherein the frame comprises a first pair of opposing walls and a second pair of opposing walls, and wherein the X-Y grid structure comprises a plurality of substantially linear strands, a first group of the substantially linear strands are individually attached to both of the first pair of opposing walls, and a second group of the substantially linear strands are individually attached to the second pair of opposing walls.
  • 6. The roof structure according to claim 5, wherein one or more of the first group of substantially linear strands are mechanically or adhesively joined to one or more of the second group of substantially linear strands at one or more points of contact.
  • 7. The roof structure according to claim 5, wherein the first group of the substantially linear strands are arranged generally perpendicular to the second group of the substantially linear strands.
  • 8. The roof structure according to claim 3, a first group of the strands and a second group of the strands are woven together such that the first and second groups of strands cross under and over one another.
  • 9. The roof structure according to claim 1, wherein one or more of the first wedge member, second wedge member, and third wedge member are fabricated from the same materials used to fabricate the first panel and the second panel.
  • 10. A roof structure that is self-supporting, comprising: a first panel; anda second panel directly or indirectly connected to the first panel;wherein the first panel and the second panel are connected by a wedge member and located at an incline relative to each other;wherein the roof structure is free of a truss structure extending between the first panel and the second panel;wherein each of the first panel and the second panel comprise: a) a frame with an opening,b) an X-Y grid structure located within the frame,c) a top load bearing plate,d) a bottom load bearing plate, ande) a unifying material that expands;wherein the X-Y grid structure comprises generally linear strands;wherein the opening of the frame is filled with the unifying material, and the top plate and the bottom plate are sealed to the frame with the unifying material as it expands; andwherein the wedge member is fabricated from the same materials used to fabricate the first panel and the second panel.
  • 11. The roof structure according to claim 10, wherein a first group of the strands and a second group of the strands are woven together such that the first and second groups of strands cross under and over one another.
  • 12. The roof structure according to claim 10, wherein a first group of the strands are arranged generally perpendicular to a second group of the strands.
  • 13. The roof structure according to claim 10, wherein a first group of the strands and a second group of the strands are woven together such that the first and second groups of strands cross under and over one another.
  • 14. A roof structure that is self-supporting, comprising: a first panel;a second panel directly or indirectly connected to the first panel; anda third panel;wherein the first panel and the second panel are connected with the third panel by a first wedge member and a second wedge member such that the first panel is connected to the third panel by the first wedge member, and the second panel is connected to the third panel by the second wedge member, wherein the first panel and the second panel are located at an incline relative to the third panel so that the roof structure has a triangular shape;wherein the first panel, the second panel, and the third panel each comprise: a) a frame;b) an X-Y grid structure located within the frame, the X-Y grid structure comprises a plurality of generally linear strands;c) a top plate;d) a bottom plate; ande) a unifying material;wherein the frame is defined by a pair of first opposing walls and a pair of second opposing walls,wherein a first group of the strands are individually attached to both of the first opposing walls, and a second group of the strands are individually attached to both of the second opposing walls;wherein the first group of strands and the second group of strands are woven together such that the first and second groups of strands cross under and over one another; andwherein each frame is filled with the unifying material, and the unifying material expands and seals the top plate and the bottom plate to the first opposing walls and the second opposing walls of the frame.
  • 15. The roof structure according to claim 14, wherein the first group of the strands are arranged generally perpendicular to the second group of the strands.
  • 16. The roof structure according to claim 15, wherein the strands are made of Kevlar, fiberglass, plastic, nylon, metal, or carbon.
  • 17. The roof structure according to claim 14, wherein the roof structure is free of a truss structure.
US Referenced Citations (82)
Number Name Date Kind
340570 Gilman Apr 1886 A
1377891 Knight May 1921 A
2238111 Hain Apr 1941 A
2297002 Larson Sep 1942 A
2439095 Mitchell Apr 1948 A
2655710 Burns Oct 1953 A
2874730 Pomeroy Feb 1959 A
3134464 Lafayette May 1964 A
3221253 Keyes Nov 1965 A
3236294 Thomason Feb 1966 A
3242240 Tantlinger Mar 1966 A
3274046 Shannon et al. Sep 1966 A
3289370 Etten Dec 1966 A
3301163 Raider Jan 1967 A
3315424 Smith Apr 1967 A
3345735 Smith Oct 1967 A
3350078 Shultz et al. Oct 1967 A
3373480 Fuchs, Jr. Mar 1968 A
3452496 Thompson Jul 1969 A
3462897 Weinrott Aug 1969 A
3481427 Dobbs Dec 1969 A
3516895 Hartman Jun 1970 A
3526072 Campbell Sep 1970 A
3561177 Agro et al. Feb 1971 A
3644158 Strumbos Feb 1972 A
3665662 Timbrook May 1972 A
3692606 Miller Sep 1972 A
3712004 Loebsack Jan 1973 A
3760540 Latoria Sep 1973 A
3800485 Yates Apr 1974 A
3881286 Smith May 1975 A
3886699 Brgmann, Jr. Jun 1975 A
4028854 Diggs Jun 1977 A
4061812 Gilwee et al. Dec 1977 A
4088723 Norton May 1978 A
4125972 Pate Nov 1978 A
4162341 Norton Jul 1979 A
4171600 Whitney, Jr. Oct 1979 A
4251822 Hara et al. Feb 1981 A
4269007 Ward May 1981 A
4320604 O'Hanlon Mar 1982 A
4320606 GangaRao Mar 1982 A
4330494 Iwata et al. May 1982 A
4365453 Lowe Dec 1982 A
4373311 Artweger Feb 1983 A
4472919 Nourse Sep 1984 A
4505019 Deinzer Mar 1985 A
4566237 Turner Jan 1986 A
4578909 Henley et al. Apr 1986 A
4593449 Meray-Hovarth et al. Jun 1986 A
4603531 Nash Aug 1986 A
4676035 GangaRao Jun 1987 A
4852310 Henley Aug 1989 A
4879152 Green Nov 1989 A
4924055 Nakahigasi May 1990 A
4931340 Baba et al. Jun 1990 A
5014476 Leslie et al. May 1991 A
5199632 Takeichi et al. Apr 1993 A
5518796 Tsotsis May 1996 A
5526628 Kaudson Jun 1996 A
5609003 Jouty Mar 1997 A
5763043 Porter Jun 1998 A
5793603 Lyman Aug 1998 A
6030483 Wilson Feb 2000 A
6041562 Martella et al. Mar 2000 A
6097829 Guenther et al. Aug 2000 A
6107976 Purinton Aug 2000 A
6202375 Kleinschmidt Mar 2001 B1
6205728 Sutelan Mar 2001 B1
6226942 Bonin May 2001 B1
6227606 Schroeder May 2001 B1
6253530 Price et al. Jul 2001 B1
6673415 Yamazaki et al. Jan 2004 B1
6941720 DeFord et al. Sep 2005 B2
7922954 Marschke Apr 2011 B2
8062728 De Baets et al. Nov 2011 B2
8782991 Schwartau Jul 2014 B2
8875475 Schwartau Nov 2014 B2
20030089061 DeFord et al. May 2003 A1
20030132251 Varney Jul 2003 A1
20090307995 Schwartau Dec 2009 A1
20140081468 Potter Mar 2014 A1
Foreign Referenced Citations (4)
Number Date Country
2231827 Dec 1974 FR
2254863 Oct 1992 GB
11141913 May 1999 JP
WO-9914450 Mar 1999 WO
Non-Patent Literature Citations (5)
Entry
Web archive Page from 2003 for www.kennotech.fi/en_index.html.
Product Literature for KENNO tech.
Davies, J.M., 1997, “Design Criteria for Sandwich Panels for Building Construction,” Proceedings of the 1997 ASME International Mechanical Engineering Congress and Exposition, Dallas, TX, Nov. 16-21, ASME, New Work, pp. 273-284.
Kucirka, M. J., 1989, “Analysis and Design of Sandwich Panel Residential Roof Systems,” Civil Engineering, Massachusetts Institute of Technology.
Morse-Fortier, L.J., 1995, “Structural Implications of Increased Panel Use in Wood-Frame Buildings”, J. Struct, Eng., 121(6), pp. 995-1003.
Related Publications (1)
Number Date Country
20170254087 A1 Sep 2017 US
Provisional Applications (1)
Number Date Country
60459158 Mar 2003 US
Continuations (6)
Number Date Country
Parent 14924867 Oct 2015 US
Child 15602571 US
Parent 14182397 Feb 2014 US
Child 14924867 US
Parent 13402067 Feb 2012 US
Child 14182397 US
Parent 12751180 Mar 2010 US
Child 13402067 US
Parent 11742773 May 2007 US
Child 12751180 US
Parent 10814391 Mar 2004 US
Child 11742773 US