System and Method for Affixing Insulated Panels

Abstract

An insulated panel system includes a joint disposed between two insulated panels. The joint has a male portion and a female portion. The female portion has a flange, sidewalls, and a base that can be secured to an existing structure. The male portion includes a top plate with sealing sides that rest against the face of the insulated panel when inserted into the female portion. The sealing sides prevent warm air and/or moisture from ingress into a refrigerated space defined by the insulated panels. Also disclosed is a sealing joint for insulated structural panels.

Claims

1. An insulated veneer panel system, comprising: a locking joint comprising a male portion and a female portion, wherein the male portion comprises a top plate that terminates at its edge with a sealing flange, and a strut operable to be inserted into the female portion; the female portion comprises a flange, sidewall, and base, wherein the flange is operable to overlap the edge of an adjacent veneer panel, the sidewall is operable to abut the edge of the adjacent veneer panel, and the base is operable to, and wherein the sealing flange of the male portion, when the male portion is inserted into the female portion, contacts the surface of the veneer panel.

2. The insulated veneer panel system of claim 1, wherein the strut of the male portion further comprises louvres operable to engage louvres disposed on the interior of the sidewall of the female portion when the male portion is inserted into the female portion.

3. The insulated veneer panel system of claim 1, wherein the male portion is operable to be secured to the female portion with adhesive when the male portion is inserted into the female portion.

4. The insulated veneer panel system of claim 1, wherein the insulated veneer panels are operable to be overlaid over one or more insulated structural panels.

5. The insulated veneer panel system of claim 4, further comprising a fastener operable to secure the base of the female portion to one of the insulated structural panels.

6. The insulated veneer panel system of claim 5, wherein the female portion further comprises an integrated fastener operable to engage an opening in one of the insulated structural panels.

7. The insulated veneer panel system of claim 1, wherein the locking joint is configured to engage one of the insulated structural panels at an approximate midpoint between the extreme lateral edges of the insulated structural panel.

8. A method for covering a structure with insulated panels, the method comprising: covering an existing structure with at least two insulated panels; securing the insulated panels through the use of a locking joint, wherein the locking joint comprises a male portion comprising a top plate that terminates at its edge with a sealing flange, and a strut operable to be inserted into a female portion; and wherein the female portion comprises a flange operable to overlap the edge of one of the adjacent insulated panels, a sidewall operable to abut the edge of the adjacent insulated panel, and a base operable to rest against the exterior surface of the structure, and wherein the sealing flange of the male portion engages the exterior surface of the insulated panel when the male portion is inserted in the female portion.

9. The method of claim 8, wherein the male portion is secured to the female portion with an adhesive.

10. The method of claim 8, wherein the male portion is secured to the female portion by use of locking louvres disposed on a surface of the strut of the male portion that engage corresponding locking louvres in the interior surface of the sidewall of the female portion.

11. The method of claim 10, wherein the locking louvres of the male portion are integral to the strut.

12. The method of claim 11, wherein the locking louvres of the female portion are integral to the sidewall.

13. The method of claim 8, wherein the structure is comprised of one or more insulated structural panels.

14. The method of claim 13, further comprising using a fastener to secure the female portion to the surface of one of the one or more insulated structural panels through the base of the female portion.

15. The method of claim 14, further comprising using an adhesive to secure the insulated panels to the exterior surface of the insulated structural panels.

16. The method of claim 13, wherein the locking joint is laterally offset from the location of a joint between two insulated structural panels, such that the veneer panel overlays the insulated structural panel joint.

17. A locking joint for securing insulated veneer panels to an existing structural panel wall, comprising: a male portion and a female portion, wherein the male portion comprises a top plate that terminates at its edge with a sealing flange, and a strut operable to be inserted into the female portion; the female portion comprises a flange, sidewall, and base, wherein the flange of the female portion is operable to overlap the edge of an adjacent veneer panel, and the sidewall is operable to abut the edge of the adjacent veneer panel, and the base is operable to rest against an existing insulated structural panel, wherein the male strut comprises louvres operable to securely engage louvres disposed on the surface of the sidewall of the female portion to secure the male portion to the female portion when the sealing flange rests against exterior surface of one of the adjacent veneer panels.

18. A sealing joint for use with an insulated structural panel wall, comprising: two lateral plate members connected by a vertical member that runs longitudinally between the lateral members, an opening disposed in the vertical member operable to allow a latch mechanism disposed within the body of an insulated structural panel to protrude therethrough to engage a latchbar disposed within an adjacent insulated structural panel to secure the two insulated structural panels together, and wherein the engagement of the latch and latch bar brings the adjacent insulated structural panels in sealing engagement with the sealing joint disposed therebetween, and wherein the lateral plate members contact the surface of the insulated structural panel.

19. The sealing joint of claim 18, further comprising, a sealing flange disposed at the edge of the plate member, wherein the sealing flange is operable to engage the surface of one of the insulated structural panels.

20. The sealing joint of claim 18, wherein the lateral plate members are of substantially similar dimensions.

21. The sealing joint of claim 18, wherein the lateral plate member in contact with an exterior surface of the insulated structural member is wider than the lateral plate member in contact with an interior surface of the insulated structural member.

22. A method for sealing a joint between two insulated structural panel walls, comprising: disposing a sealing joint between two adjacent insulated structural panels; and actuating a latch mechanism disposed within one of the adjacent insulated structural panels such that it engages a latch bar of the adjacent structural panel, wherein the sealing joint comprises two lateral members connected by a vertical member that extends the length of the lateral members, an opening in the vertical member operable to allow the latch mechanism to engage the latch bar.

23. The method of claim 22, wherein the sealing joint further comprises a sealing flange at an edge of at least one of the lateral members operable to sealably contact the surface of at least one of the insulated structural panels.

24. The method of claim 22, wherein the opening is created by the actuation of the latching mechanism.

25. The method of claim 22, wherein the engagement of the latch bar by the latching mechanism draws the adjacent insulated structural panels in to sealed contact with the sealing joint.

21. The method according to claim 20 wherein the said mixed solid phase is then dried.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0007] FIG. 1A shows traditional insulated structural panels in accordance with the prior art;

[0008] FIG. 1B shows traditional insulated structural panels joined together to form an insulated structural wall;

[0009] FIG. 1C shows a latch and latch bar mechanism used to joint together insulated structural panels;

[0010] FIG. 2A shows an insulated veneer system installed on the exterior surface of a traditional insulated structural panel wall;

[0011] FIG. 2B shows the locking joint used to secure insulated veneer panels to the exterior surface of an insulated structural panel wall;

[0012] FIG. 3A shows the components of a locking joint to secure the insulated veneer panels;

[0013] FIG. 3B shows the locking joint of FIG. 3A installed on an exterior surface of an insulated structural panel;

[0014] FIG. 4 shows an alternative embodiment of a locking joint;

[0015] FIG. 5 shows an I-beam insulator seal in accordance with an embodiment of the present invention;

[0016] FIG. 6 shows a cross-sectional view of the I-beam insulator seal shown in FIG. 5;

[0017] FIG. 7 shows an insulator seal installed between the joints of insulated structural panels.

DETAILED DESCRIPTION OF THE INVENTION

[0018] The present invention is directed to systems and methods of maintaining the insulative properties of insulated structural panels. FIGS. 1A and 1B generally show an insulated structural panel system that, when joined together, form a wall for a pre-defined or custom-built refrigerated space. In FIG. 1A, for example, two un-joined panels 20 are shown as part of an insulated structural wall 10. Each structural panel 20 is constructed of vertical structural members 22 and horizontal structural members 24. The structural members 22 and 24 may be constructed of wood, a composite, metal, or any other suitable structural material as would be understood by one of ordinary skill in the art. Structural panels 20 are typically constructed using sheathing 26, which it may be steel, aluminum, or other suitable sheathing material, which is hell into place while an insulating material, such as closed-cell polyurethane foam (not shown) is blown were injected between the sheathing 26.

[0019] The insulated structural panel is primarily assembled by virtue of the closed-cell polyurethane foam 28 acting as an adhesive to hold the sheathing and structural members in place. Insulated structural panels 20 or further typically design such that vertical structural members 22 include a tongue-in-groove design. A latch 30 and latch-bar 32, or other suitable connecting hardware is typically disposed within the panel to facilitate joining the panels together. When the latch 30 is actuated to engage the latch-bar 32, for example, the insulated structural panels are drawn tightly together, as shown in FIGS. 1B and 1C.

[0020] The width of the structural panel may be determined by the application for which the insulated structural panels are to be used. The insulated polyurethane structural panels have a typical thermal resistance (R-value) of R-8 per inch. Typical insulated structural panels that are to 6 inches in width, accordingly have corresponding R-values of R-24 to R-48. The structural members 22 and 24, however, when constructed of wood, only have a total R-value of R-3 to R-6. Because of the poor insulative properties of structural panels manufactured with wood structural members 22, more warm air moves toward the lower-pressure refrigerated space predominantly at joint 30. Over time, as the relatively warm and moist outside air travels through the joint 30, condensation may form. In the case of an insulated structural panel system used for refrigeration, this condensation may remain in liquid form and become a source of potential mold or bacterial growth. In the case of insulated structural panel freezer systems, condensation formed a joint 30 can result in the formation of ice, which, when formed in, or within joint 30 can expand the joint. Expansion of this joint 30 further degrades the efficacy of the insulated structural panel system, especially at the joint 30.

[0021] FIGS. 2A and 2B show an embodiment of the veneer system in accordance with the present invention. Veneer panels 50 are preferably overlayed the existing structural panels 20. Once in place, the veneer panels 50 are secured in place by locking joints 60. Additionally, veneer panels may be secured to structural panels 20 through the use of an appropriate adhesive, such as construction adhesive, epoxy, or other suitable gluing substance (not shown). Preferably, the locking joints 60 are off-set from the joints of structural members 22. This off-set protects the joints at structural members 22 from exposure to ambient air, thus reducing the likelihood of the formation of condensate at the joint. The veneer panels 50 may be of any desired thickness. Preferably, the locking joint 60 (as described below) is of substantially similar depth as the thickness of veneer panels 50.

[0022] FIGS. 3A and 3B illustrate the locking joints in accordance with one embodiment of the invention. The locking joint 60 is comprised of a capped male insert 100 and a flanged female joint 200. The capped male insert 100 preferably includes a top plate 110, struts 112, and locking louvres 116. Additionally, the capped male insert includes seals 114 at the lateral edges of capped top plate 110. Seals 114 are preferably designed to fit against veneer panels 50 to reduce the amount of outside air that ingresses through the joint between veneer panels 50 and within the locking joint 60. The seals 114 also provide a barrier that reduces the likelihood that water or cleaning materials will enter the system, e.g., through high pressure spraying and washing. The seals 114 may be of the same material as the top plate 110 and struts 112, or may be of a softer material. In various embodiments, the seals may be constructed so that, when pressed against the face of veneer panels 50, the seals 114 deform to provide a tighter seal from the ingress of water and ambient air.

[0023] Flanged female joint 200 is constructed to fit between two veneer panels 50. In practice, it is preferable, though unnecessary, for the joint 200 to abut the edges of veneer panels 50, as shown in FIGS. 3A and 3B. In one embodiment, the base 214 of flange joint 200 is sufficiently wide to allow a fastener 220 to secure the flange joint 200 to a structural panel 50. In the embodiment shown, the fastener 220 is a screw, though other suitable fasteners will be apparent to one of ordinary skill in the art. In the embodiment shown, the flanged female joint is constructed as a single piece, including flanges 210, sidewalls 212, and base 214. Sidewalls 212 include integral louvres 216 designed to lockably engage louvres 116 of struts 112 of capped male insert 100, as shown in FIG. 3B. While locking louvres 116, 216 are shown, other suitable methods to join parts 100 and 200 may be used, such as other mechanical joints, adhesive, or fasteners, such as clips or screws.

[0024] The veneer panels 50 are positions such that they are adjacent to flanges 210 and sidewalls 212. When the female flanged joint 200 is fastened to a structural panel 50, with veneer panels 50 fully inserted behind the flange, the female flange joint 200 holds the veneer panels in place. Capped male insert 100 is then inserted into the flanged female joint 200 such that louvres 116 engaged louvres 216 to lock the capped male insert in place, and so that seals 114 are in contact with the surface of veneer panels 50 to prevent ambient air or liquid from ingress into the joint between the veneer panels 50 or structural panels 20.

[0025] FIG. 4 shows an alternative design for the locking joint. In this embodiment, locking joint 70 includes a prefabricated fastener 220 that protrudes beyond base 214 to fit into a pre-fabricated receptacle or pre-drilled hole in structural panel 20. The capped male insert 100 includes a top plate 110, a strut 112, and seals 114. Additionally, the strut 112 includes locking louvres 116 on both sides of the strut 112. The flanged female joint 200 includes a narrower space sized to accept the strut 112, and includes locking louvres 216 similar to the louvres 216 of FIGS. 3A and 3B. The design of FIG. 4 has the advantage of eliminating the air gap between struts 112 of FIGS. 3A and 3B.

[0026] In another embodiment of the present invention, a structural seal 300 is provided in FIGS. 5 through 7 for disposition between structural panels 20 to further reduce the loss of refrigeration from inside a refrigerated enclosure bounded by insulated structural panels 20 and to prevent condensation from contact from cooler air leaking through the joint with warmer ambient air on the outside of such structure.

[0027] The structural seal 300 of the present embodiment includes lateral members 310 that terminate on either end at sealing edges 314. A vertical member 312 is disposed between the lateral members 310. Preferably, the depth of the vertical member 310 is such that the interior portions of lateral members 310 are in contact with the sheathing 26 of insulated structural panels 20. Additionally, an opening or slit 316 is disposed within the vertical member 312 that corresponds to the location of the one or more latches 30 and latch-bars 32 that connect structural panels 20 to one another. During operation, the structural seal 300 is disposed between two insulated structural panels 20. When the a latch 30 is engaged with latch-bar 32 to bring the panel joints snug to one another, the panels are brought into sealing contact with vertical member 312 to reduce the likelihood of refrigerated air from within a refrigerated space bounded by structural panels 20 coming into contact with ambient air on the exterior, and to prevent unwanted condensation from forming between the structural panels 20. The lateral members 310 are preferable disposed directly against the sheathing 26 to extend the portion of the seal beyond the joint between structural members 22 to move the potential for leaked air further from the joint itself.

[0028] Any of the inventions disclosed herein, such as locking joints 100 and 100 or structural seal 300 may be constructed of any number of deformable polymers with varying degrees of stiffness. Examples of polymers that may be used in accordance with the present invention include, but are not limited to, PVC, plastics, nylons, or other suitable materials that are deformable when placed under a stress load.

[0029] While the present invention has been described in detail, it is not intended to be limited. Accordingly, various changes, variations, and substitutions may be made without departing with the scope of the invention as disclosed.