Insulated Structural Members for Insulated Panels and a Method For Making Same
20190145101 ยท 2019-05-16
Assignee
Inventors
Cpc classification
B32B1/00
PERFORMING OPERATIONS; TRANSPORTING
B32B5/16
PERFORMING OPERATIONS; TRANSPORTING
B32B2266/0214
PERFORMING OPERATIONS; TRANSPORTING
E04C2/292
FIXED CONSTRUCTIONS
B32B2509/10
PERFORMING OPERATIONS; TRANSPORTING
E04C2/38
FIXED CONSTRUCTIONS
B32B9/007
PERFORMING OPERATIONS; TRANSPORTING
B29L2031/10
PERFORMING OPERATIONS; TRANSPORTING
E04C2/284
FIXED CONSTRUCTIONS
B32B9/005
PERFORMING OPERATIONS; TRANSPORTING
B32B5/30
PERFORMING OPERATIONS; TRANSPORTING
B32B3/06
PERFORMING OPERATIONS; TRANSPORTING
B29C44/00
PERFORMING OPERATIONS; TRANSPORTING
B29C44/12
PERFORMING OPERATIONS; TRANSPORTING
B29K2075/00
PERFORMING OPERATIONS; TRANSPORTING
B32B5/245
PERFORMING OPERATIONS; TRANSPORTING
E04C3/29
FIXED CONSTRUCTIONS
E04C2/405
FIXED CONSTRUCTIONS
B29C45/14
PERFORMING OPERATIONS; TRANSPORTING
B32B27/30
PERFORMING OPERATIONS; TRANSPORTING
B32B21/02
PERFORMING OPERATIONS; TRANSPORTING
B32B21/14
PERFORMING OPERATIONS; TRANSPORTING
B32B15/20
PERFORMING OPERATIONS; TRANSPORTING
E04C3/36
FIXED CONSTRUCTIONS
E04B1/14
FIXED CONSTRUCTIONS
B32B3/30
PERFORMING OPERATIONS; TRANSPORTING
E04C2002/004
FIXED CONSTRUCTIONS
E04B1/6141
FIXED CONSTRUCTIONS
International classification
E04C3/29
FIXED CONSTRUCTIONS
Abstract
A hybrid structural member for an insulated structural panel includes a core member surrounded on at least two sides by a high-density structural foam. The hybrid structural member may be manufactured by placing a core member in a cavity of an injection mold and surrounding the core member by insulating foam on at least two sides. The core member may be held in place by screws, posts, pins, a vacuum, or other suitable means.
Claims
1. A hybrid structural member, comprising: a core member having first and second planar surfaces, wherein the first and second planar surfaces define a length of the core member; at least one additional surface disposed adjacent to the first or second planar surfaces along its respective length to define a cross-sectional area of the core member; and high density insulating material; wherein the high density material is disposed on the core member such that at least two of the first and second planar surfaces and the additional surface are covered by the high density material, to form a hybrid structural member having dimensions substantially proportional to the length and width of the core member.
2. The hybrid structural member of claim 1, wherein the core member has a rectangular cross-section, wherein the first and second planar surfaces define a length and width of the core member, and wherein the at least one additional surface comprises third and fourth planar surfaces that are respectively parallel to the first and second planar surfaces, and wherein the core member has substantially uniform dimensions throughout its length.
3. The hybrid structural member of claim 2, wherein the high density insulating material covers the first, second, third and fourth planar surfaces.
4. The hybrid structural member of claim 3, wherein the high density insulating material covers at least one end of the core member.
5. The hybrid structural member of claim 2, wherein the core member is comprised of dimensional lumber.
6. The hybrid structural member of claim 2, wherein the core member is comprised of plywood.
7. The hybrid structural member of claim 2, wherein the core member is comprised of glue-laminated wood fibers.
8. The hybrid structural member of claim 1, wherein the cross-section of the core member along its length has the shape of an I-beam.
9. The hybrid structural member of claim 9, wherein the high density insulating material covers the exterior surfaces of the I-beam along its length.
10. The hybrid structural member of claim 10, wherein the high density insulating material covers at least one end of the I-beam.
11. The hybrid structural member of claim 9, wherein the core member is comprised of wood materials comprising at least one of wood, plywood, oriented strand board, and glue-laminated wood fibers.
12. The hybrid structural member of claim 1, wherein the core member is comprised of a metal.
13. The hybrid structural member of claim 1, wherein the core member is comprised of gypsum.
14. The hybrid structural member of claim 1, wherein the core member is comprised of a rigid plastic.
15. The hybrid structural member of claim 1, wherein the core member is comprised of a ceramic.
16. The hybrid structural member of claim 1, wherein the core member is magnesium oxide.
17. The hybrid structural member of claims 1, 2, or 9, wherein the high density insulating material comprises one of polyurethane or polyisocyanurate.
18. The hybrid structural member of claim 11, wherein the density of the high density insulating material is at least 2.2 lb/ft.sup.3.
19. A hybrid structural member, comprising: a core member having at least one non-planar surface, wherein the non-planar surface extends the length of the core member; and high density insulating material having a density of at least 2 lb/ft.sup.3 comprising at least one of polyurethane or polyisocyanurate; wherein the core member is surrounded by high density material along its entire length, to form a hybrid structural member having dimensions along its length that are substantially proportional to the length and width of the core member.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
[0008]
[0009]
[0010]
[0011]
[0012]
[0013]
[0014]
[0015]
[0016]
DETAILED DESCRIPTION OF THE INVENTION
[0017] The present invention is directed to systems and methods of for hybrid structural members for insulated structural panels.
[0018] 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, corrugated, saw-tooth, or other interlocking design on at least one face thereof. 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
[0019] 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 up to R-8 per inch. Typical insulated structural panels that are 3 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-8, depending on the thickness and density of the wood. 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, and along frame members 22, 24. Over time as the relatively warm and moist outside air travels to the frame & 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. Additional problems with the prior art design as disclosed, in
[0020] The two shows an embodiment of a hybrid structural member for insulated panel that includes male structural member 220, high density insulating material (commonly known as High Density Rail, or HDR material) 222, and core member 224. Core member 224 is encapsulated within the HDR. The resulting hybrid structural member 220 results in 50% less polyurethane HDR material 222 being used for the structural member 220. Core member 224 may be dimensional lumber, plywood, magnesium oxide, gypsum, rigid plastic (such as polyvinyl, or other suitable rigid plastic), fiberglass, Kevlar, or other rigid composite. Core member 224 may also be made of suitable metal, as the surrounding HDR material 222 will sufficiently insulate core member 224 such that the R-value of structural member 220 is only affected negligibly, if at all. Other rigid or semi-rigid materials may be substituted for core member 224 without departing from the spirit and scope of the invention. Also shown in
[0021] Several additional benefits from those disclosed in the background and summary of the invention include the ability to reduce the thickness of the structural member while simultaneously increasing the insulative properties of the overall panel. For example, a 5-inch-thick structural insulated freezer panel with a standard wood frame as an overall all panel R value of R 28. With as pure HDR structural member, the R-value of the structural panel increases to R-37. The hybrid structural member 220 and 220 have an R value of R-35. Similarly, a 4-inch structural insulated panel using a hybrid structural member in accordance with the embodiments shown at 220 and 222 have an overall R-value of R-28. Additionally, manufacturing structural insulated panels in accordance with the present invention eliminates the need for any structural backer applied between a HDR structural member and the insulation 24 shown in
[0022]
[0023]
[0024] The high density insulating material 332 may cover one, two, or more sides of the core member, according to the application. This includes covering one or both ends 336 of core member 334 as shown with respect to hybrid structural member 330 having core member 334 with end 336. Preferably, the ratio of core member 334 to insulating material 332 is such that the core member presents a suitable surface for fastening the hybrid structural member to other structures, such as for use in traditional construction applications where dimensional lumber is primarily used. To that end, the core member 334 may comprise dimensional lumber itself. Additionally, the hybrid structural member 330 may be manufactured in dimensions and lengths that correspond to traditional dimensional lumber or other construction materials, such that the hybrid structural member 330 can be used interchangeably with traditional construction materials, regardless of the shape of the core member 334.
[0025]
[0026] It should be understood that other suitable methods and apparatuses could be used in accordance with the present disclosure. For example, the hybrid structural members could be manufactured at long lengths and cut to fit specific applications, similar to dimensional lumber or traditional structural members for insulated panel manufacture.
[0027] Manufacture a hybrid structural panel in accordance with an embodiment of the present invention, one step is to insert the core member 460 into the cavity 410 of injection mold 400. Core member 460 may be held in place by the posts 420, the pins 430, the screws 440, or a vacuum system (not shown). With a core member 460 position within the cavity 410 of injection mold 400, HDR material 450 is injected into the cavity 410 to surround core member 460 on at least two sides, depending on the particular embodiment being manufactured. Once the cavity is completely filled by the HDR material 450, the hybrid structural member is allowed to cure, if necessary.
[0028]
[0029] Additionally, sealant trenches 522 may be formed in mold cavity 520. The sealant trenches allow for a lower-density HDR material to be introduced the sealant trenches 522 and partially cured before introduction of the hybrid member HDR material 570 into the cavity 520. The resultant sealing ridges are compressible, and because they are formed of the same HDR material as HDR material 570, but at a much lower density, the resultant hybrid member has a built-in sealant feature when the male and female members are joined, regardless of whether the sealant ridges are formed as part of a hybrid member formed using the female contour 580 or the male contour 590 of mold 500.
[0030]
[0031] It should be understood that in addition to the male and female contours 580/680 and 590/690, respectively, the mold cavity could have no contour, and therefore be flat. Additionally, the contour could be corrugated, saw-tooth, or other configuration that would allow adjacent members to interlock when abutted against one another.
[0032]
[0033] 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.