US20160369497A1

US20160369497A1 - Method of applying foam compositions

Info

Publication number: US20160369497A1
Application number: US15/177,743
Authority: US
Inventors: Charles D. Skopelja; Brennan Bowen
Original assignee: Gaco Western LLC
Current assignee: Gaco Western LLC
Priority date: 2015-06-18
Filing date: 2016-06-09
Publication date: 2016-12-22

Abstract

A method of applying a foam composition to a building structure, which includes a cavity at least partially defined by a first structural member having a face and opposite first and second sides, a second structural member having a face and opposite first and second sides, an upper structural member having a face and extending substantially transverse to the first and second structural members, and a lower structural member having a face and extending substantially transverse to the first and second structural members, includes providing a plastic membrane having a length sufficient to at least span the cavity, attaching the plastic membrane to the first structural member using an elongated retainer extending along a length of the first structural member, and introducing a foam composition into the cavity.

Description

CROSS-REFERENCE TO RELATED APPLICATIONS

This application claims priority to co-pending U.S. Provisional Patent Application No. 62/181,254 filed on Jun. 18, 2015, the entire content of which is incorporated herein by reference.

FIELD OF THE INVENTION

The present invention relates generally to methods of applying foam compositions.

BACKGROUND OF THE INVENTION

Polyurethane spray foams have found widespread utility in the fields of insulation and structural reinforcement. These foams are commonly used to insulate or impart structural strength to items such as automobiles, hot tubs, refrigerators, boats, and building structures. The foam ingredients are typically mixed, heated, and pressurized, after which the foam is sprayed onto walls to fill various areas such as gaps, cracks, and spaces between wall studs. Upon spraying foam onto a surface, such as the space between wall studs, the foam expands, often beyond the plane defined by the faces of the wall studs. Consequently, after drying the foam is often trimmed flush to various surfaces (e.g., the dried foam is trimmed so the outer surface of the foam is flush with the faces of the wall studs). The excess foam trimmed away from the surfaces constitutes waste in terms of material cost, and further, the investment of time to trim, clean up, and dispose of the waste foam. There exists a need for improved methods of applying foam compositions that avoid production of excessive waste foam.

SUMMARY OF THE INVENTION

The invention provides, in one aspect, a method of applying a foam composition to a building structure including a cavity at least partially defined by a first structural member having a face and opposite first and second sides, a second structural member having a face and opposite first and second sides, an upper structural member having a face and extending substantially transverse to the first and second structural members, and a lower structural member having a face and extending substantially transverse to the first and second structural members. The method includes providing a plastic membrane having a length sufficient to at least span the cavity, attaching the plastic membrane to the first structural member using an elongated retainer extending along a length of the first structural member, and introducing a foam composition into the cavity.
The invention provides, in another aspect, a building structure including a cavity at least partially defined by a first structural member having a face and opposite first and second sides, a second structural member having a face and opposite first and second sides, an upper structural member having a face and extending substantially transverse to the first and second structural members, and a lower structural member having a face and extending substantially transverse to the first and second structural members. The building structure also includes a plastic membrane having a length sufficient to at least span the cavity, and an elongated retainer extending along a length of the first structural member. The elongated retainer includes a first portion clamping the plastic membrane against the face of the first structural member and a second portion stretching the plastic membrane around the face of the first structural member toward the first side of the first structural member.
Other features and aspects of the invention will become apparent by consideration of the following detailed description and accompanying drawings.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 depicts an exemplary building structure that can be subject to foam application.

FIG. 2A depicts an exemplary building structure including a plastic membrane in accordance with a first embodiment of the invention.

FIG. 2B depicts an exemplary building structure including a plastic membrane in accordance with a second embodiment of the invention.

FIG. 3A depicts a first configuration of a retainer for use in the building structure of FIG. 2B.

FIG. 3B depicts a second configuration of a retainer for use in the building structure of FIG. 2B.

FIG. 3C depicts a third configuration of a retainer for use in the building structure of FIG. 2B.

FIG. 3D depicts a fourth configuration of a retainer for use in the building structure of FIG. 2B.

FIG. 3E depicts a fifth configuration of a retainer for use in the building structure of FIG. 2B.

FIG. 4A depicts a cross-sectional view of the building structure of FIG. 2B along section 4A-4A, illustrating the retainer of FIG. 3A fastened to a vertical structural member of the building structure using nails.

FIG. 4B depicts a cross-sectional view of the building structure of FIG. 2B along section 4A-4A, illustrating the retainer of FIG. 3A fastened to a vertical structural member of the building structure using screws.

FIG. 4C depicts a cross-sectional view of the building structure of FIG. 2B along section 4A-4A, illustrating the retainer of FIG. 3B clamped to a vertical structural member of the building structure.

FIG. 4D depicts a cross-sectional view of the building structure of FIG. 2B along section 4A-4A, illustrating the retainer of FIG. 3A interference-fit to a vertical structural member of the building structure.

FIG. 4E depicts a cross-sectional view of the building structure of FIG. 2B along section 4E-4E, illustrating the retainer of FIG. 3C fastened to a horizontal structural member of the building structure.

FIG. 5 depicts a top down cross sectional view 5-5 of an exemplary cavity of a building structure.

FIG. 6 depicts a top down cross sectional view of an exemplary cavity of a building structure with a plastic membrane affixed to the faces of the vertical structural members.

FIG. 7A depicts a top down cross sectional view of an exemplary cavity of a building structure with a plastic membrane affixed to the faces and the sides of the vertical structural members.

FIG. 7B depicts a cross-sectional view of the building structure of FIG. 2B along section 7B-7B illustrating a plastic membrane affixed by the retainers of FIG. 3A to the faces and the sides of the vertical structural members.

FIG. 8 depicts a top down cross sectional view of an exemplary cavity of a building structure with foam composition applied behind the plastic membrane covering the cavity.

FIG. 9 depicts a top down cross sectional view of an exemplary cavity of a building structure with drywall applied over the cavity after foam application into the cavity behind the plastic membrane covering.

Before any embodiments of the invention are explained in detail, it is to be understood that the invention is not limited in its application to the details of construction and the arrangement of components set forth in the following description or illustrated in the following drawings. The invention is capable of other embodiments and of being practiced or of being carried out in various ways. Also, it is to be understood that the phraseology and terminology used herein is for the purpose of description and should not be regarded as limiting.

DETAILED DESCRIPTION

Disclosed herein are methods of applying a foam composition (e.g., a polyurethane foam composition) to a cavity (e.g., a building cavity). The method includes applying a plastic membrane to the cavity. The plastic membrane can be applied to one or more front faces of the structures defining the cavity (e.g., studs, joists), and preferably, the membrane is held tight as it is applied to the front faces of the defining structures. The plastic membrane can be further affixed to one or more sides of one or more of the structures defining the cavity, thereby further tightening the membrane over the cavity. For example, the plastic membrane can be affixed to the one or more sides of one or more vertical studs (e.g., inset about 0.5 inch from the front face of the stud). A foam composition can be applied to the cavity with the plastic membrane affixed thereto. For example, a polyurethane foam can be sprayed or injected into the cavity (e.g., a spray foam gun can be used to pierce the plastic membrane and apply polyurethane foam into the cavity).
The disclosed methods are useful in a variety of sealing and insulation applications. These include, for example, building insulation such as for walls, foundations, floors and roofs; gap and crack filling and crack repair applications in buildings, masonry and other structures; vehicular cavity-filling applications, and the like.
The disclosed methods provide several advantages.
As one advantage, the methods allow for efficient application of foam to building structures. For example, the disclosed methods significantly reduce production of excess waste foam compared to conventional methods of applying foam directly to a building cavity (e.g., without installation of a barrier). The disclosed methods also obviate the need for use of rigid shields, metal screens, or the like to act as a barrier, as these structures have been used previously to prevent bulging of foam beyond the planes defined by the building cavity structures. Such methods that require use of shields or screens are laborious, and require significant investment of time and resources to transport, load/unload, and install/remove from the cavity of interest.
Certain disclosed methods also obviate the need to use disposable fasteners, such as staples, which can become expensive and wasteful. Such methods alleviate these problems by utilizing reusable retainers and removable fasteners. Additionally, foam can escape the cavity through outlets between disposable fasteners, creating excess foam waste. Certain disclosed methods alleviate this problem by utilizing reusable retainers that apply a more consistent distribution of force across the plastic membrane, thereby more uniformly stretching it, along one or more sides of the cavity. Additionally, by puncturing the plastic membrane, disposable fasteners may create regions of localized stress in the plastic membrane, which can contribute to undesirable tearing. By applying a more consistent distribution of force across the membrane, certain disclosed methods alleviate this problem.
As another advantage, the disclosed methods allow for application of drywall or another select material directly to the cavity over the plastic membrane after the foam application is complete. In particular, the disclosed methods prevent or reduce bulging of the foam material beyond the plane defined by the cavity structures (e.g., beyond the plane defined by the faces of studs). In addition, the disclosed methods prevent or reduce inadvertent foam application to the faces of the cavity structures where drywall will be applied. As a result, the disclosed methods provide for improved efficiency in an insulation/drywall installation process.
As another advantage, the disclosed methods provide for use of the installed plastic membrane as a barrier. The plastic membrane can be a breathable material, or can be a vapor retarder, depending on the selected application and geographic location. Thus, the plastic membrane can facilitate foam application, and subsequently serve as a functional part of the building structure.
As another advantage, presence of the plastic membrane during the foam application process reduces worker exposure to the foam composition components and reactants (e.g., reduces exposure to airborne isocyanate droplets). Exposure to isocyanate droplets can lead to allergic reactions after contact with the skin or when respirated. The plastic membrane prevents or reduces exposure to such materials as the foam is sprayed or injected into a substantially enclosed cavity.
As another advantage, the cost of labor is reduced for cutting, trimming, and disposal of excess foam which would otherwise be incurred in absence of the plastic membrane. Further costs associated with disposal of such waste foam are also eliminated. Lastly, the cost of labor for applying the foam may be reduced as a result of reducing the skill level of the labor required to inject the foam behind the plastic membrane.
1. Definition of Terms
Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art. In case of conflict, the present document, including definitions, will control. Preferred methods and materials are described below, although methods and materials similar or equivalent to those described herein can be used in practice or testing of the present invention. All publications, patent applications, patents and other references mentioned herein are incorporated by reference in their entirety. The materials, methods, and examples disclosed herein are illustrative only and not intended to be limiting.
The terms “comprise(s),” “include(s),” “having,” “has,” “can,” “contain(s),” and variants thereof, as used herein, are intended to be open-ended transitional phrases, terms, or words that do not preclude the possibility of additional acts or structures. The singular forms “a,” “an” and “the” include plural references unless the context clearly dictates otherwise. The present disclosure also contemplates other embodiments “comprising,” “consisting of” and “consisting essentially of,” the embodiments or elements presented herein, whether explicitly set forth or not.
The conjunctive term “or” includes any and all combinations of one or more listed elements associated by the conjunctive term. For example, the phrase “an apparatus comprising A or B” may refer to an apparatus including A where B is not present, an apparatus including B where A is not present, or an apparatus where both A and B are present. The phrases “at least one of A, B, . . . and N” or “at least one of A, B, . . . N, or combinations thereof” are defined in the broadest sense to mean one or more elements selected from the group comprising A, B, . . . and N, that is to say, any combination of one or more of the elements A, B, . . . or N including any one element alone or in combination with one or more of the other elements which may also include, in combination, additional elements not listed.
The modifier “about” used in connection with a quantity is inclusive of the stated value and has the meaning dictated by the context (for example, it includes at least the degree of error associated with the measurement of the particular quantity). The modifier “about” should also be considered as disclosing the range defined by the absolute values of the two endpoints. For example, the expression “from about 2 to about 4” also discloses the range “from 2 to 4.” The term “about” may refer to plus or minus 10% of the indicated number. For example, “about 10%” may indicate a range of 9% to 11%, and “about 1” may mean from 0.9-1.1. Other meanings of “about” may be apparent from the context, such as rounding off, so, for example “about 1” may also mean from 0.5 to 1.4.
As used herein, the term “open-cell” refers to individual cells that are ruptured or open or interconnected producing a porous “sponge” foam, where the gas phase can move around from cell to cell. An open-cell foam may be numerically composed of 10-100% open cells.
As used herein, the term “closed-cell” refers to individual cells that are discrete, such that each closed-cell is enclosed by polymeric sidewalls that minimize the flow of a gas phase from cell to cell. It should be noted that the gas phase may be dissolved in the polymer phase besides being trapped inside the closed-cell. Furthermore, the gas composition of the closed-cell foam at the moment of manufacture does not necessarily correspond to the equilibrium gas composition after aging or sustained use. Thus, the gas in a closed-cell foam frequently exhibits compositional changes as the foam ages. A closed-cell foam may be numerically composed of less than 10% open cells.
2. Methods of Application
Disclosed are methods of applying foam compositions. The methods can be used to apply foam to any selected cavity (e.g., a building cavity, or a pre-fabricated building structure). The cavity can be defined by at least one wall of material (e.g., an exterior wall) and a plurality of structural members (e.g., studs, joists, top plates, sole plates, supporting beams, and the like, and any combination thereof). A plastic membrane can be applied to the structural members defining the cavity to prepare the cavity for application of a foam composition into one or more open spaces within the cavity. The plastic membrane can be affixed to one or more faces of the structural members to cover the cavity, such as by retainers and/or fasteners. The plastic membrane can be further tightened over the cavity by affixing the plastic membrane to one or more sides of the structural members. With the plastic membrane applied over the cavity and affixed to one or more faces and one or more sides of the structural members, a foam composition can be applied to fill one or more open spaces in the cavity.
FIG. 1 shows an exemplary building structure 20 to which a foam composition 5 can be applied using the disclosed methods. The building structure 20 includes a cavity 10 defined by a first wall 1, a first vertical structural member 2, a second vertical structural member 3, a first horizontal structural member 7, and a second horizontal structural member 8. The first vertical structural member 2 may be a stud or a joist. The second vertical structural member 3 may be a stud or a joist. The first horizontal structural member 7 may be a top plate or a joist. The second horizontal structural member 8 may be sole plate or a joist.
FIG. 2A shows the exemplary building structure of FIG. 1 with a cut-away view of a plastic membrane 4 as applied over the cavities 10 defined by the structural members 2, 3, 7, 8 and the wall 1. The plastic membrane 4 can be applied over cavity 10 by affixing the plastic membrane 4 to the face of the first vertical structural member 2, the face of the second vertical structural member 3, the face of the first horizontal structural member 7, and the face of the second horizontal structural member 8. The membrane 4 can be affixed to the faces of the structural members 2, 3, 7, 8 using staples 9, for example. The staples 9 can be located about 0.1 inch to about 2 inches apart from each other along the faces of the structural members 2, 3, 7, 8. The plastic membrane 4 can be held tight as it is affixed to the faces of the structural members.
FIG. 2B shows the exemplary building structure of FIG. 1 with a cut-away view of the plastic membrane 4 as applied over the cavities 10 using a system of retainers 12 and removable fasteners 14, such as screws or nails. Such a system may comprise at least one elongated retainer 12 with an inner face for holding the plastic membrane 4 against the faces of vertical structural members 2, 3, and horizontal structural members 7, 8. When viewed along its primary dimension (i.e., length), the retainer 12 may resemble any number of shapes, including but not limited to a channel 12A, a crimped channel 12B, an angle 12C, a plate 12D, or a cylinder section 12E, as shown in FIGS. 3A-3E, respectively. Channels 12A, 12B (FIGS. 3A, 3B) have at least two legs ( first portion 17A, 17B and second portion 18A, 18B, respectively) connected by a base plate ( third portion 19A, 19B, respectively), the base plate ideally having a width at least as wide as a common 2×4 wall stud, or 1.5 inches. In one embodiment, the base plate width is 1.5 inches or 2.0 inches. The legs 17A, 17B may project at right angles from the base plate 19A, 19B as shown in FIG. 3A, or the legs 17B, 18B may project at acute angles as shown in FIG. 3B. Angles 12C (FIG. 3C) define a right angle between a leg 17C and a base plate 19C, but may instead define an acute angle. In such an embodiment (FIG. 3B), the base plate width is greater than 1.5 inches or 2.0 inches such that the distal ends of the legs 17B, 18B are spaced apart from one another by 1.5 inches or 2.0 inches. In other retainers 12, legs may be omitted, leaving only the plate 12D (FIG. 3D) for clamping the membrane 4 against the structural members 2, 3, 7, 8. Cylinder sections 12E (FIG. 3E) may define a central angle a greater than 180 degrees, and will have an inner diameter at least as wide as a common 2×4 wall stud, or 1.5 inches.
Channels 12A, 12B and cylinder sections 12E are well-suited for clamping membrane 4 against both sides of vertical structural members 2, 3. Angles 12C are well-suited for clamping membrane 4 against one side of vertical members 2, 3, such as when vertical members 2, 3 are the first or last in a series (i.e., at the ends of a wall). Plates 12D may alternatively be used to clamp membrane 4 against vertical members 2, 3. Accordingly, retainers 12 may have a fixed or adjustable primary dimension that corresponds to the height of vertical structural members 2, 3. In one embodiment, retainers 12 have a primary dimension equal to about 92 inches, corresponding to a common 92.625-inch wall stud. In another embodiment, retainers 12 have a primary dimension equal to about 72 inches, corresponding the to the height of a common wall stud above electrical receptacles. In another embodiment, retainers 12 have a primary dimension between about 66 inches and 104 inches, corresponding to the height of a common 104.625-inch wall stud. In another embodiment, retainers 12 have a primary dimension between about 60 inches and 116 inches, corresponding to the height of a common 116.625-inch wall stud.
Separately, angles 12C and plates 12D are also well-suited for clamping membrane 4 against one side of horizontal members 7, 8. Accordingly, angles 12C and plates 12D may have a primary dimension corresponding to the common spacing between adjacent vertical members 2, 3, such as about 15.5 inches or about 23.5 inches. In another embodiment, angles 12C and plates 12D have a primary dimension between about 12 inches and about 24 inches. In another embodiment, angles 12C and plates 12D have a primary dimension corresponding to the entire width of horizontal structural members 7, 8. In embodiments other than with plate-shaped retainers 12D (FIG. 3D), the retainer 12 will extend into the cavity 10 by at least approximately 0.5 inch beyond the face of the underlying structural member 2, 3, 7, 8, but may extend one inch or further, as shown in FIGS. 4A-4E.
The retainers 12 may be constructed of metal (e.g., steel or aluminum), plastic (e.g., polyvinylchloride), organic material (e.g., wood), or other material or combination of materials with sufficient strength to hold plastic membrane 4 against structural members 2, 3, 7, 8 and to resist deformation after repeated uses. In one embodiment, the channels 12A may be configured as 2 inch×1 inch×0.13 inch web channels made from 6061-T6 aluminum. Likewise, the angles 12C may be configured as 1.5 inch×1 inch×0.25 inch thick angles made from 6061-T6 aluminum. It may be desirable for the retainers 12 to be constructed of a resilient material that yields to temporary forces but resists permanent deformation or deflection, such as spring steel. Such construction could give channels 12A, 12B and cylinder sections 12E a desirable clamping effect. In addition to or alternatively to the aforementioned clamping effect, numerous devices may temporarily affix the retainer 12 to the structural member 2, 3, 7, 8 in order to clamp the plastic membrane 4 and create tension in the membrane 4 by stretching it, as shown in FIGS. 4A-4E. One embodiment, exemplified in FIGS. 2B, 4A, and 4B, comprises removable fasteners 14 driven through respective apertures in the retainer 12 and into the underlying structural member 2, 3, 7, 8. The apertures can be spaced from each other along the primary dimension of the retainer 12 by about 18 inches. In another embodiment, the apertures can be spaced from each other by about 12 inches to about 24 inches. In another embodiment, the apertures can be spaced from each other by about 6 inches to about 32 inches. In another embodiment, exemplified in FIG. 4C, clamps 16 are used instead of removable fasteners 14 to temporarily hold the retainer 12 against the vertical structural members 2, 3. More specifically and with respect to a channel 12A having an overall length of 90 inches, three apertures may be formed in the channel 12A with a spacing between any two adjacent apertures of about 39 inches. With respect to the angle 12C having an overall length of 90 inches, four apertures may be formed in the angle 12C with a spacing between any two adjacent apertures of about 26 inches, the closer spacing being necessitated because the angle 12 is inherently less stiff than the channel 12A.
Another embodiment, exemplified in FIG. 4D, relies on snug dimensions of the retainer 12 to form a secure, but temporary, friction or interference fit with the underlying structural member. As a result of its material and dimensional properties, the retainers 12 shown in FIGS. 4A-4E could apply a biasing force (e.g., clamping) on the underlying structural member without the added complexity or expense of separate devices (e.g., clamps 16).
To install the plastic membrane 4, a user first positions the plastic membrane 4 against the face of structural members 2, 3 by using adhesive or a relatively small number of staples 9 (e.g., two staples per structural member). The user then secures a first retainer 12 over the first vertical structural member 2 and membrane 4 using removable fasteners 14, clamps 16, or friction fit. As a result of this step, the plastic membrane 4 is securely trapped between the first retainer 12 and the first vertical structural member 2. Following this step, the user secures a second retainer 12 over the second vertical structural member 3 and membrane 4, trapping the membrane 4 therebetween. In embodiments utilizing channels 12A, 12B, angles 12C, and cylinder sections 12E, securing the retainer 12 over the vertical structural members 2, 3 creates horizontal tension in the membrane 4 because the legs or cylinder wall extend past the face of the vertical structural member 2, 3 (see, for example, FIG. 4A), thereby pushing the membrane 4 deeper into the cavity 10 and by pinching portions of the membrane 4 against the sides of the vertical structural members 2, 3. Application of the first and second retainers 12 to the vertical members 2, 3, respectively, stretches the membrane 4 across the cavity 10 beyond the elastic limit of the material from which the plastic membrane 4 is made. Stretching the membrane 4 beyond its elastic limit distorts or deforms the membrane 4 from an original, un-stretched size to a stretched size. Specifically, when attaching two channels 12A to adjacent vertical structural members 2, 3, the base plate 19B of each channel 12A clamps the membrane 4 against the faces of the respective vertical structural members 2, 3, while the legs 17A, 18A press portions of the membrane 4 adjacent opposite sides of the vertical structural members 2, 3 into the cavity, thereby locally elastically deforming or stretching the membrane 4 around the faces of the respective vertical structural members 2, 3 and creating horizontal tension in the plastic membrane 4 across the cavity 10.
It is important to secure the retainer 12 so that any foam 5 later injected into the cavity 10 does not expand past the face of the vertical structural members 2, 3. For example, when utilizing a channel 12A, 12B, securing the base plates 19A flush against the faces of the vertical structural members 2, 3 will ensure that foam 5 does not expand past the faces. However, it may be sufficient to allow a small gap between the base plate 19B and the faces of the vertical structural members 2, 3, especially if the legs 18B form an acute angle with the base plate 19B as shown in FIG. 3B and 4C, such that the legs 18B contact the sides of the vertical structural member 2, 3 to seal the membrane 4 against the sides of the vertical structural member 2, 3.
After securing the retainers 12 against the vertical structural members 2, 3, the user secures either an angle 3C or a plate 3D to the second horizontal structural member 8, ensuring that the bottom portion of the plastic membrane 4 is trapped therebetween (see, for example FIG. 4E). Following this step, a cavity 10 is defined between the vertical structural members 2, 3 and lower horizontal structural member 8, with an opening at the top. To enclose the cavity 10, the user could optionally secure another angle 3C or plate 3D to the first horizontal structural member 7, ensuring that the top portion of the plastic membrane 4 is trapped therebetween to create vertical tension in the membrane 4 in addition to the horizontal tension created by securing respective retainers 12 to adjacent vertical structural members 2, 3. Alternatively, the user may secure the membrane 4 to the horizontal structural members 7, 8 prior to the vertical structural members 2, 3.
In another method of installing the plastic membrane 4, a user first positions the retainers 12 along a section of plastic membrane 4, conjoining them, prior to securing the conjoined membrane 4 and retainers 12 over vertical structural members 2, 3. According to this method, a user first secures the plastic membrane 4 against a first retainer 12 (ideally a channel 12A, 12B or a cylinder section 12E), such as with adhesive, clips, removable fasteners 14, or similar means. The user then secures the plastic membrane 4 against a second, parallel retainer 12. The length of the span of membrane 4 between the two retainers 12 should be slightly less than the distance between the two nearest parallel faces of vertical structural members 2, 3 to which the retainers 12 will be secured. The optimum shortage of the length of the span of membrane 4 will depend upon the elasticity of the membrane 4, but will typically range from 0.5-3 inches. The user, with the help of an assistant if necessary, then raises the conjoined membrane 4 and retainers 12 up to the vertical structural supports 2, 3. The user then secures the first and second retainers 12 over vertical structural members 2, 3, respectively, using removable fasteners 14, clamps 16, or friction fit, trapping the membrane 4 therebetween. The shortage of the length of the span of membrane 4 will require the user to stretch the membrane 4 in order to secure the retainers 12 over the vertical structural members 2, 3, resulting in the membrane 4 being suspended in horizontal tension. The user then user secures either an angle 12C or a plate 12D to the second horizontal structural member 8, ensuring that the bottom portion of the plastic membrane 4 is trapped therebetween. To create a cavity 10 substantially closed on four sides, the user could optionally secure another angle 12C or plate 12D to the first horizontal structural member 7, ensuring that the top portion of the plastic membrane 4 is trapped therebetween. Alternatively, the user could secure the membrane 4 to a first and second angle 12C or plate 12D for securing over the horizontal structural members 7, 8 prior to securing additional retainers 12 over the vertical structural members 2, 3. After creating the substantially closed cavity 10 by any of the methods disclosed above, the user may use additional fasteners 14, such as staples, to further close the cavity 10 at locations where the retainers 12 may not reach, such as at the intersection of the vertical and horizontal structural members 2, 3, 7, 8. After foam 5 is later injected into the cavity 10, this will minimize the amount of foam 5 that expands beyond the plane containing the faces of the structural members 2, 3, 7, 8. After foam 5 is applied to the cavity 10, the user may remove any retainers 12 and removable fasteners 14 for subsequent reuse.
FIGS. 5-9 show a top down cross sectional view of the exemplary cavity 10 of FIGS. 1, 2A, 2B, and exemplify a disclosed process of applying a plastic membrane 4 to the cavity 10, and thereafter applying a foam composition 5 to the cavity 10. FIG. 5 shows that the first vertical structural member 2 includes a face 2A and a side 2B; and that the second vertical structural member 3 includes a face 3A and a side 3B. The cavity 10 is initially defined by the first wall 1, sides 2B and 3B, the bottom of the first horizontal structural member 7, and the top of the second horizontal structural member 8 (top and bottom of the cavity 10 not shown). FIG. 6 shows the cavity 10 after the plastic membrane 4 has been applied by affixing the membrane 4 to the faces 2A and 3A (and to the faces of the first horizontal structural member 7 and second horizontal structural member 8, not shown). FIG. 7A shows the cavity 10 after the plastic membrane 4 has been further tightened by affixing the membrane 4 to the sides 2B and 3B of the first and second vertical structural members 2, 3, such as by staples 9. The plastic membrane 4 thus has portions 4A affixed to the faces of the vertical structural members 2, 3, and portions 4B affixed to the sides of the vertical structural members 2, 3, which results in a portion 4C of the membrane 4 held tight and suspended in the space between the first and second vertical structural members 2, 3. FIG. 7B shows the cavity 10 after channels 12A have been attached to vertical structural members 2, 3, to create tension in the plastic membrane 4 between adjacent vertical structural members 2, 3. Once the plastic membrane 4 is installed to enclose the cavity 10, a foam composition 5 can be introduced into the cavity 10. The foam 5 can be applied to the cavity 10 by spraying or injection a foam composition 5 through an access point in the plastic membrane 4. The access point may be created by forming a hole through the membrane 4 (e.g., a hole created by punching the tip of a foam spray gun through the membrane 4). FIG. 8 shows a top down cross sectional view of the exemplary cavity 10 wherein foam 5 (e.g., polyurethane foam) has been applied to fill the cavity 10. The foam 5 resides in the space between the first and second vertical structural members 2, 3. The plastic membrane 4 reduces or prevents the foam 5 from bulging beyond the plane defined by the faces 2A and 3A of the first and second vertical structural members 2, 3. As shown in FIG. 8, the plastic membrane 4 confines the foam 5 to a generally convex shape between the first and second vertical structural members 2, 3, and prevents the foam 5 from reaching the faces 2A and 3A of the vertical structural members 2, 3, as well as the faces of the first and second horizontal structural members 7, 8 (horizontal structural members not shown). In certain embodiments, the foam composition 5 can be applied in increments to the cavity 10, for example, to build a 3 foot column of foam material 5.
After the foam composition 5 is applied to the cavity 10, the user may remove the retainers 12 and removable fasteners 14 for subsequent reuse. The user may then apply a selected material (e.g., drywall) directly over the plastic membrane 4 and foam composition 5 confined behind the membrane 4. Because the plastic membrane 4 protects the faces of the structural members from foam exposure, and the membrane 4 reduces or prevents the foam 5 from bulging, a material such as drywall can be applied directly to the building structure 20 over the membrane 4. In certain applications however, such as where the foam composition 5 ceases expansion after a certain length of time, the plastic membrane 4 may be removed for subsequent reuse prior to the application of a selected material (e.g., drywall) over the foam composition 5. FIG. 9 shows a top down cross sectional view of exemplary cavity 10 where drywall 6 has been applied to the cavity 10 after foam application into cavity 10 behind plastic membrane 4.
The plastic membrane 4 as referred to herein can be made from any selected plastic material appropriate for the building structure, the climatic location, and desired performance parameters from the insulation system. In certain embodiments, the plastic membrane 4 is a poly membrane material. In certain embodiments, the plastic membrane 4 comprises polyethylene or polypropylene. In certain embodiments, the plastic membrane 4 is a fiber reinforced plastic membrane. In certain embodiments, the plastic membrane 4 is a spun bond plastic membrane. In certain embodiments, the plastic membrane 4 has a tensile strength of about 10 lbf/inch to about 150 lbf/inch. In certain embodiments, the plastic membrane 4 has a tensile strength of about 10 lbf/inch, about 20 lbf/inch, about 30 lbf/inch, about 40 lbf/inch, about 50 lbf/inch, about 60 lbf/inch, about 70 lbf/inch, about 80 lbf/inch, about 90 lbf/inch, about 100 lbf/inch, about 110 lbf/inch, about 120 lbf/inch, about 130 lbf/inch, about 140 lbf/inch, or about 150 lbf/inch. In certain embodiments, the plastic membrane 4 is 3 to 20 mils thick. In certain embodiments, the plastic membrane 4 has a thickness of about 3 mils, about 4 mils, about 5 mils, about 6 mils, about 7 mils, about 8 mils, about 9 mils, about 10 mils, about 11 mils, about 12 mils, about 13 mils, about 14 mils, about 15 mils, about 16 mils, about 17 mils, about 18 mils, about 19 mils, or about 20 mils. In certain embodiments, the plastic membrane 4 is a vapor retarder. In certain embodiments, the plastic membrane 4 is a vapor retarder as defined by the International Code Councils, 2012 International Residential Code. In certain embodiments, the plastic membrane 4 is not a vapor retarder as defined by the International Code Councils, 2012 International Residential Code.
In certain embodiments, the plastic membrane 4 is a vapor retarding poly film material. The material may have a tensile strength of 23.33 lbf/inch as measured by ASTM D-882, an elongation at break of 55.9% at a width of 1.02 inches, a perm rating of 0.19, a useable temperature range of −40° F. to 140° F., or any combination thereof. In certain embodiments, the plastic membrane 4 is a fire resistant vapor retarder. Such materials are commercially available from Max Katz Bag Company, Inc. (Indianapolis, Ind.).
In certain embodiments, the plastic membrane 4 is not considered a vapor retarder, with, for example, a thickness of 12 mils as measured by ASTM D5199, a minimum elongation at break of 30% as measured by ASTM D5035, a tensile strength of 115.7 lbs (wide width) as measured by ASTM D4595, an air permeability of 692 cfm as measured by ASTM D737-961, or any combination thereof. Such materials are commercially available from Hanes Companies, Inc. (Tacoma, Wash.).
The plastic membrane 4 can be affixed to structural members 2, 3, 7, 8 using any suitable device for affixing a material to another material. For example, the plastic membrane 4 can be affixed to the structural members using staples, nails, screws, clamps, adhesive, retainers 12, or any combination thereof. The sizes of the staples or nails can be adjusted as appropriate to affix the plastic membrane 4 to a face or side of a structural member 2, 3, 7, 8.
3. Foam Compositions
The disclosed methods can employ polyurethane foam compositions 5. In certain embodiments, the disclosed methods can employ self-compressing polyurethane foam compositions 5. Self-compressing polyurethane foam compositions 5 may be preferred in certain embodiments to reduce bulging of the compositions filled into a building cavity 10. A self-compressing foam will generally resist bulging or blowing out a filled cavity, and as such, can be advantageously coupled with the disclosed methods of using a plastic membrane 4 to cover a building cavity 10 prior to foam 5 application into the cavity.
The most common method of forming polyurethane foams includes the mixing and, subsequent reaction, of a polyol (e.g. a resin composition) with an isocyanate optionally in the presence of a blowing agent. Generally, when the resin composition is mixed with the isocyanate to form a reaction mixture in the presence of the blowing agent, a urethane polymerization reaction occurs. As the urethane polymerization reaction occurs, the reaction mixture cross-links to form the polyurethane and gas is simultaneously formed and released. Through the process of nucleation, the gas foams the reaction mixture thereby forming voids or cells in the polyurethane foam.
The resin composition typically comprises one or more polyols, a cell regulating agent, catalysts, and various other additives. The blowing agent creates the cells in the polyurethane foam. The catalyst controls reaction kinetics to improve the timing of the polymerization reaction by balancing a gel reaction and the blowing agent to create the polyurethane foam. Other additives, such as adhesion promoting agents, may be added to the formulation in order to facilitate wet out of the reaction mixture and promote adhesion of the polyurethane foam to substrates upon which the polyurethane foam is applied. Other additives that are often included within the polyurethane foam include fire retardants.
Suitable blowing agents include compounds with low boiling points which are vaporized during the polymerization reaction. Such blowing agents are generally inert and therefore do not decompose or react during the polymerization reaction. In certain embodiments, at least one of the one or more blowing agents has a gas phase thermal conductivity of less than or equal to 0.016 W/m·K or less than or equal to 0.014 W/m·K or less than or equal to 0.012 W/m·K at 25° C. Examples of inert blowing agents include, but are not limited to, carbon dioxide, chlorofluorocarbons, hydrogenated fluorocarbons, hydrogenated chlorofluorocarbons, acetone, and low-boiling hydrocarbons such as cyclopentane, isopentane, n-pentane, and their mixtures. Specific exemplary blowing agents include, but are not limited to, 1,1,4,4,4-hexafluoro-2-butene; carbon dioxide; hydrocarbons such as pentane, isopentane, cyclopentane petroleum ether, and ether; hydrochlorofluorocarbons such as 1,1-dichloro-1-fluoroethane (HCFC-141b); 2,2-dichloro-1,1,1-trifluoroethane (HCFC-123); 1-chloro-1,1-difluoroethane (HCFC-142b); 1,1,1,2-tetrafluoroethane (HCFC-134a); 1,1,1,3,3-pentafluoropropane (HFC-245fa) available from Honeywell (Morristown, N.J.); 1,1,1,3,3-pentafluorobutane (HFC-365) available as Solkane® 365 mfc from Solvay Chemicals (Bruxelles, Belgium); incompletely halogenated hydrocarbons such as 2-chloropropane; fluorocarbons such as dichlorodifluoromethane, 1,2-dichloro-1,1,2,2-tetrafluoroethane (CFC-114), trichlorotrifluoroethane (CFC-113), and trichloromonofluoromethane (CFC-11). In certain embodiments, the blowing agent is water.
Suitable surfactants include, but are not limited to, those sold under the trade name “TEGOSTAB®” by Goldschmidt Chemical Company, such as TEGOSTAB® B-8407 surfactant; TEGOSTAB® B-8474 surfactant; TEGOSTAB® B-2219 surfactant; TEGOSTAB® B-8870 surfactant; TEGOSTAB® B-8433 surfactant; TEGOSTAB® B-8404 surfactant; TEGOSTAB® B-8462 surfactant; TEGOSTAB® B-8467 surfactant; TEGOSTAB® B-8465 surfactant; and TEGOSTAB® B-8470 surfactant. Another example of a suitable surfactant is SURFONIC® N-120 surfactant which is commercially available from Huntsman Petrochemical Corporation of The Woodlands, Tex. Surfactants may also include silicone surfactants and combinations of surfactants. In certain embodiments, about 0.1% to about 5% by weight of surfactant based on the total weight of all foaming ingredients are used. In certain embodiments, about 1.5% to about 3% by weight of surfactant based on the total weight of all foaming ingredients are used.
Suitable flame retardants include, but are not limited to, tris(2-chloropropyl)phosphate (TCPP), tris(2-chloroethyl)phosphate (TCEP), dimethylmethylphosphonate (DMMP), and diethylene glycol (DEG) and propylene glycol (PG) esters of tetrabromophthalic anhydride (ME-TBPA).
The foam compositions 5 can include one or more catalysts. Suitable catalysts include, but are not limited to, tin catalysts (e.g., dimethylbis[(1-oxoneodecyl)oxy] stannane)).
A variety of other ingredients may be included in the formulations for making foams. Examples of optional components include, but are not limited to, cell stabilizers such as silicones, crosslinking agents, chain extenders, pigments, preservatives, antioxidants, reinforcing agents, antistatic agents, fillers and combinations of any of these.
The foam compositions 5 can be applied using spray foam equipment. The spray foam equipment may include separate containers for each of the A-side and B-side components. The containers can each be in fluid connection with a separate conduit, which each are in fluid communication with a mixing chamber which in turn is in fluid communication with a nozzle. Upon opening the containers (via the opening of a suitable valve in each of the containers), the A-side component and B-side component can be dispensed from their containers into the respective conduits, where the components may at least partially expand. The A-side and B-side components may then be brought to the mixing chamber, optionally under pressure from an electric or hydraulic pump, and combined in a mixing device to form a reaction mixture. The mixing device may be a static mixer, a mix chamber, or other mixhead. The reaction mixture can then be expelled through a nozzle or other orifice. The expelled reaction mixture typically forms a spray which is directed to a mold or other surface upon which the polymeric foam is to be applied. The reaction mixture is then cured. Suitable spray foam equipment includes that described in, for example, U.S. Pat. No. 8,568,104, which is herein fully incorporated by reference in its entirety. An exemplary electric pump and proportioner that may be used includes an electric foam proportioner for medium- to high-output foam insulation applications that applies up to 30 lb (13.6 kg) per minute (e.g., Reactor E-20 available from Graco, Minneapolis, Minn.). An exemplary hydraulic pump and proportioner that may be used includes a hydraulic foam proportioner for medium to high-output foam applications and roofing projects that applies up to 52 lb (23.6 kg) per minute (e.g., Reactor H-25, H-40 or H-50 available from Graco). An exemplary air purge spray gun may be a plural-component spray gun for high output spray polyurethane foam and polyurea applications, available from Graco.
In certain embodiments, a preblend of certain materials is prepared prior to reacting the foam components. For example, foam expansion agents, surfactants, catalysts and other foaming ingredients can each individually be blended with one or both of the foam reactants to provide one or more blends of the reaction components; and then the respective blend(s) can be combined to provide the reaction mixture resulting in a foam composition 5. Alternatively, all the foaming ingredients may be introduced individually to the mixing zone where the foam reactants are contacted. It is also possible to pre-react all or a portion of the foam reactants to form a prepolymer.
The disclosed foam compositions 5 can have one or more advantageous properties.
The foam compositions 5 may have advantageous thermal insulation properties. The effectiveness of thermal insulation is measured by its thermal resistance. In the insulation industry, the standard measure of an insulator's ability to resist thermal energy transfer is referred to as the insulation's R-value. The higher the R-value, the more effective the insulation. Knowing a material's R-value allows contractors, building inspectors, and homeowners to compare products and calculate the amount of insulation needed for a particular construction project. Additionally, regulatory agencies use R-values to establish recommended or mandatory guidelines for new buildings. The disclosed foam compositions 5 may have an R value of 3.5 to 8° F.-ft²-h/BTU per inch. The foam compositions 5 may have an R value of 3° F.-ft²-h/BTU per inch or greater, 4° F.-ft²-h/BTU per inch or greater, 5° F.-ft²-h/BTU per inch or greater, 6° F.-ft²-h/BTU per inch or greater, 7° F.-ft²-h/BTU per inch or greater, or 8° F.-ft²-h/BTU per inch or greater.
The foam compositions 5 may have a glass transition temperature of 40° C. to 150° C.
The foam compositions 5 may have a foam density of 0.1 lb/ft³to 30 lb/ft³, 0.5 lb/ft³to 10 lb/ft³, 1.5 lb/ft³to 10 lb/ft³, or 1.7 lb/ft³to 3.5 lb/ft³.
The foam compositions 5 may have a cream time of 1 second to 5 seconds, or 2 seconds to 4 seconds. The foam compositions 5 may have a start to rise time of 2 seconds to 17 seconds, or 4 seconds to 8 seconds. The foam compositions 5 may have a tack free time of 4 seconds to 30 seconds, or 8 seconds to 12 seconds.
The foam compositions 5 may be resistant to molding or fungus growth, as measured by ASTM C1338. The foam compositions 5 may not serve as a food source for insects or rodents.
The foam compositions 5 may have negligible air infiltration, as measured according to ASTM E283-04. The foam compositions 5 may have a water vapor infiltration of greater than 1 perm or 5.72×10⁻⁸g/Pa-s-m². The foam compositions 5 may have a water vapor infiltration of greater than 40 perm (e.g., for an open-cell foam).
The fully cured foam compositions 5 may have little or no odor.
4. Kits
Disclosed are kits for conveniently and effectively implementing the disclosed methods. Such kits may include foam reactants, plastic membrane materials, devices and components for affixing the plastic membrane such as retainers and fasteners, and optionally one or more of instructions, packaging, and dispensers. Kit components may be packaged for either manual or partially or wholly automated practice of the foregoing methods. In other certain embodiments, a kit includes the foam reactants, and optionally instructions for their application as a foam material.
5. Exemplary Embodiments
For reasons of completeness, various aspects of the disclosure are set out in the following numbered clauses:
Clause 1. A method of applying a foam composition to a cavity of a structure, the method comprising: introducing a foam composition into a cavity defined by a first wall, a first structural member having a face and sides, a second structural member having a face and sides, an upper structural member having a face, a lower structural member having a face, and a plastic membrane affixed to the face of the first and the second structural members, the face of the upper and lower structural members, and at least one side of each of the first and second structural members to tighten the membrane over a space between the first and second structural members.
Clause 2. The method of clause 1, wherein the plastic membrane has a first edge, a second edge, a third edge, and a fourth edge, wherein the first edge of the plastic membrane is affixed to the upper structural member, the second edge of the plastic membrane is affixed to the lower structural member, the third edge of the plastic membrane is affixed to the first structural member, and the fourth edge of the plastic membrane is affixed to the second structural member.
Clause 3. The method of clause 1 or clause 2, wherein the plastic membrane is affixed to the first and second structural members along the length of the structural members between the upper and lower structural members.
Clause 4. The method of any one of clauses 1-3, wherein the plastic membrane is affixed to the faces of the structural members with staples.
Clause 5. The method of clause 4, wherein the staples are located about 0.1 inch to about 2 inches apart from each other along the face of the structural members.
Clause 6. The method of any one of clauses 1-5, wherein the plastic membrane is affixed to the sides of the first and second structural members with staples.
Clause 7. The method of clause 6, wherein the staples are 0.5-inch or 1.25-inch staples.
Clause 8. The method of clause 6 or clause 7, wherein the staples that affix the plastic membrane to the sides of the first and second structural members are inset on the sides of the first and second structural members about 0.3 inch to about 1 inch back from the face of the first and second structural members to tighten the membrane over a space between the first and second structural members.
Clause 9. The method of any one of clauses 1-8, wherein the staples that affix the plastic membrane to the sides of the first and second structural members are inset on the sides of the first and second structural members about 0.5 inch back from the face of the first and second structural members to tighten the membrane over a space between the first and second structural members.
Clause 10. The method of any one of clauses 1-9, wherein the staples that affix the plastic membrane to the sides of the first and second structural members are located about 0.5 inch to about 1.5 inches apart from each other along the side of the first and second structural members.
Clause 11. The method of any one of clauses 1-10, wherein the staples that affix the plastic membrane to the sides of the first and second structural members are located about 1.5 inch apart from each other along the side of the first and second structural members.
Clause 12. The method of any one of clauses 1-11, wherein the plastic membrane is a poly membrane.
Clause 13. The method of any one of clauses 1-12, wherein the plastic membrane is a polyethylene or polypropylene membrane.
Clause 14. The method of any one of clauses 1-13, wherein the plastic membrane is a fiber reinforced polyethylene or polypropylene membrane.
Clause 15. The method of any one of clauses 1-14, wherein the plastic membrane is a spunbond material.
Clause 16. The method of any one of clauses 1-15, wherein the plastic membrane has a tensile strength of about 10 lbf/inch to about 150 lbf/inch.
Clause 17. The method of any one of clauses 1-16, wherein the plastic membrane is 3-20 Mils thick.
Clause 18. The method of any one of clauses 1-17, wherein the plastic membrane is a vapor retarder.
Clause 19. The method of any one of clauses 1-18, wherein the plastic membrane is a vapor retarder as defined by the International Code Councils, 2012 International Residential Code.
Clause 20. The method of any one of clauses 1-17, wherein the plastic membrane is not a vapor retarder as defined by the International Code Councils, 2012 International Residential Code.
Clause 21. The method of any one of clauses 1-20, wherein the foam is an open cell polyurethane foam.
Clause 22. The method of any one of clauses 1-21, wherein the foam is an open cell self-compressing polyurethane foam.
Clause 23. The method of any one of clauses 1-22, wherein the foam composition as filled into the cavity presents a convex shape.
Clause 24. The method of any one of clauses 1-23, wherein introducing the foam composition into the cavity comprises spraying or injecting the foam into the cavity.
Clause 25. The method of any one of clauses 1-24, wherein introducing the foam composition into the cavity comprises piercing the plastic membrane with a spray foam gun with a spray tip and applying the foam composition into the cavity.
Clause 26. The method of any one of clauses 1-25, wherein introducing the foam composition into the cavity comprises applying the foam in increments to provide a foam having a length of about 3 feet along the first and second structural members.
Clause 27. The method of any one of clauses 1-26, wherein the foam composition has a lower operating limit of about 70° F.
Clause 28. The method of any one of clauses 1-27, wherein the foam composition has an upper operating limit of about 160° F.
Clause 29. The method of any one of clauses 1-28, wherein the foam composition does not substantially extend beyond the plane defined by the faces of the first and second structural members.
Clause 30. The method of any one of clauses 1-29, wherein the amount of waste foam is less than or equal to 15%.
Clause 31. The method of any one of clauses 1-30, wherein the amount of waste foam is less than or equal to 10%.
Clause 32. The method of any one of clauses 1-31, wherein the amount of waste foam is less than or equal to 5%.
Clause 33. The method of any one of clauses 1-32, wherein the cavity is a building cavity.
Clause 34. The method of any one of clauses 1-33, wherein the first and second structural members are vertical structural members.
Clause 35. The method of any one of clauses 1-34, wherein the upper and lower structural members are horizontal structural members.
Clause 36. A method of applying a foam composition to a building structure, the method comprising: introducing a foam composition into a plurality of enclosed cavities, the cavities being defined by a plastic membrane affixed to faces of an upper horizontal structural member and a lower horizontal structural member, faces of a plurality of vertical structural members, and sides of the plurality of the vertical structural members to tighten the membrane over the spaces between the vertical structural members.
Clause 37. The method of clause 36, wherein the foam composition is applied in increments into the plurality of cavities to build 3 foot high columns of foam in each cavity.
Clause 38. The method of any one of clauses 1-37, wherein a rigid shield or metal screen configured to overlay the plastic membrane is not used in the method.
Clause 39. The method of any one of clauses 1-38, wherein the foam is not applied to the faces of the structural members.
Clause 40. The method of any one of clauses 1-39, wherein drywall is directly applied to the cavity or cavities after introduction of the foam.
Clause 41. The method of any one of clauses 1-40, wherein the presence of the plastic membrane during introduction of the foam reduces exposure to airborne isocyanate droplets.
Clause 42. A method of preparing a cavity in a structure for introduction of a foam composition, the method comprising: affixing a plastic membrane to faces of vertical and horizontal structural members, and to at least one side of a first and second vertical structural member to tighten the membrane over a space between the first and second vertical structural members.
Clause 43. The method of any one of clauses 1-42, wherein the foam provides structure or insulating support.
Clause 44. A building structure comprising: a cavity defined by a first wall; a first structural member having a face and sides; a second structural member having a face and sides; an upper structural member having a face; a lower structural member having a face; and a plastic membrane affixed to at least one of the face of the first structural member, the face of the second structural member, the face of the upper structural member, the face of the lower structural member, and at least one of the sides of the first and second structural members to tighten the membrane over a space between the first and second structural members; and a foam composition in at least a portion of the cavity, the foam composition imparting structural or insulation support.
Clause 45. The building structure of clause 44, wherein the plastic membrane is affixed to the face of the first structural member, the face of the second structural member, the face of the upper structural member, the face of the lower structural member, and a side of the first and second structural members.
Clause 46. A method of applying a foam composition to a cavity, the method comprising: providing a cavity defined by a first wall, a side of a first vertical structural member, a side of a second vertical structural member, a bottom side of an upper horizontal structural member, a top side of a bottom horizontal structural member, and a plastic membrane, wherein providing the cavity comprises (i) affixing the plastic membrane to the faces of the vertical and horizontal structural members; and (ii) affixing the plastic membrane to the sides of the first and second vertical structural members along the length of the vertical structural members to tighten the membrane over the space between the first and second vertical structural members; and providing a foam composition into the cavity.
Clause 47. The method of clause 46, wherein the plastic membrane has a first edge, a second edge, a third edge, and a fourth edge, wherein step (i) includes affixing the first edge of the plastic membrane to the upper horizontal structural member, the second edge of the plastic membrane to the lower horizontal structural member, the third edge of the plastic membrane to the first vertical structural member, and the fourth edge of the plastic membrane to the second vertical structural member.
Clause 48. The method of clause 46 or clause 47, wherein step (i) includes hand-tightening the plastic membrane as it is affixed to the structural members.
Clause 49. The method of any one of clauses 46-48, wherein step (i) includes affixing the plastic membrane to the faces of the vertical and horizontal structural members with staples.
Clause 50. The method of clause 49, wherein the staples used in step (i) are located about 0.1 inch to about 2 inches apart from each other along the face of the structural members.
Clause 51. The method of any one of clauses 46-50, wherein step (ii) includes affixing the plastic membrane to the sides of the vertical structural members with staples.
Clause 52. The method of clause 51, wherein the staples used in step (ii) are 0.5-inch or 1.25-inch staples.
Clause 53. The method of any one of clauses 46-52, wherein the staples used in step (ii) are inset on the side of the vertical structural members about 0.3 inch to about 1 inch back from the face of the vertical structural members to tighten the membrane over the space between the first and second vertical structural members.
Clause 54. The method of any one of clauses 46-53, wherein the staples used in step (ii) are inset on the side of the vertical structural members about 0.5 inch back from the face of the vertical structural members to tighten the membrane over the space between the first and second vertical structural members.
Clause 55. The method of any one of clauses 46-54, wherein the staples used in step (ii) are located about 0.5 inch to about 1.5 inches apart from each other along the side of the vertical structural member.
Clause 56. The method of any one of clauses 46-55, wherein the staples used in step (ii) are located about 1.5 inch apart from each other along the side of the vertical structural member.
Clause 57. The method of any one of clauses 46-56, wherein the plastic membrane is a poly membrane.
Clause 58. The method of any one of clauses 46-57, wherein the plastic membrane is a polyethylene or polypropylene membrane.
Clause 59. The method of any one of clauses 46-58, wherein the plastic membrane is a fiber reinforced polyethylene or polypropylene membrane.
Clause 60. The method of any one of clauses 46-59, wherein the plastic membrane is a spunbond material.
Clause 61. The method of any one of clauses 46-60, wherein the plastic membrane has a tensile strength of about 10 lbf/inch to about 150 lbf/inch.
Clause 62. The method of any one of clauses 46-61, wherein the plastic membrane is 3-20 Mils thick.
Clause 63. The method of any one of clauses 46-62, wherein the plastic membrane is a vapor retarder.
Clause 64. The method of any one of clauses 46-63, wherein the plastic membrane is a vapor retarder as defined by the International Code Councils, 2012 International Residential Code.
Clause 65. The method of any one of clauses 46-62, wherein the plastic membrane is a breathable fabric.
Clause 66. The method of any one of clauses 46-65, wherein the foam is an open cell polyurethane foam.
Clause 67. The method of any one of clauses 46-66, wherein the foam is an open cell self-compressing polyurethane foam.
Clause 68. The method of any one of clauses 46-67, wherein the foam composition as filled into the cavity presents a convex shape.
Clause 69. The method of any one of clauses 46-68, wherein providing the foam composition into the cavity comprises spraying or injecting the foam into the cavity.
Clause 70. The method of any one of clauses 46-69, wherein providing the foam composition into the cavity comprises piercing the plastic membrane with a spray foam gun with a spray tip and applying the foam composition into the cavity.
Clause 71. The method of any one of clauses 46-70, wherein providing the foam composition into the cavity comprises applying the foam in increments to provide a foam having a length of about 3 feet along the first and second vertical structural members.
Clause 72. The method of any one of clauses 46-71, wherein the foam composition has a lower operating limit of about 70° F., about 90° F., about 105° F., or about 115° F.
Clause 73. The method of any one of clauses 46-72, wherein the foam composition has an upper operating limit of about 135° F. or about 160° F.
Clause 74. The method of any one of clauses 46-73, wherein the foam composition does not substantially extend beyond the plane defined by the faces of the first and second vertical structural members.
Clause 75. The method of any one of clauses 46-74, wherein the amount of waste foam is less than or equal to 15%.
Clause 76. The method of any one of clauses 46-75, wherein the amount of waste foam is less than or equal to 10%.
Clause 77. The method of any one of clauses 46-76, wherein the amount of waste foam is less than or equal to 5%.
Clause 78. The method of any one of clauses 46-77, wherein the cavity is a building cavity.
Clause 79. A method of applying a foam composition to a building structure comprising a first wall, an upper horizontal structural member, a lower horizontal structural member, and a plurality of vertical structural members, the method comprising: providing a plurality of enclosed cavities by affixing a plastic membrane to the faces of the structural members along the length of the members, and affixing the plastic membrane to the sides of the vertical structural members along the length of the vertical structural members to tighten the membrane over the spaces between the vertical structural members; and providing a foam composition into the plurality of cavities.
Clause 80. The method of clause 79, wherein the foam composition is applied in increments into the plurality of cavities to build 3 foot high columns of foam in each cavity.
Clause 81. The method of any one of clauses 46-80, wherein a rigid shield or metal screen configured to overlay the plastic membrane is not used in the method.
Clause 82. The method of any one of clauses 46-81, wherein the foam is not applied to the faces of the vertical and horizontal structural members.
Clause 83. The method of any one of clauses 46-82, wherein drywall is directly applied to the cavity or cavities after application of the foam.
Clause 84. The method of any one of clauses 46-83, wherein the presence of the plastic membrane during application of the foam reduces exposure to airborne isocyanate droplets.
Clause 85. A method of applying a plastic membrane to a cavity in preparation for application of a foam composition to the cavity, the cavity defined by a first wall, a side of a first vertical structural member, a side of a second vertical structural member, a bottom side of an upper horizontal structural member, and a top side of a lower horizontal structural member, the method comprising: affixing a plastic membrane to the faces of the vertical and horizontal structural members along the length of the members; and affixing the plastic membrane to the sides of the first and second vertical structural members along the length of the vertical structural members to tighten the membrane over the space between the first and second structural members.
Various features of the invention are set forth in the following claims.

Claims

What is claimed is:

1. A method of applying a foam composition to a building structure including a cavity at least partially defined by a first structural member having a face and opposite first and second sides, a second structural member having a face and opposite first and second sides, an upper structural member having a face and extending substantially transverse to the first and second structural members, and a lower structural member having a face and extending substantially transverse to the first and second structural members, the method comprising:

providing a plastic membrane having a length sufficient to at least span the cavity;

attaching the plastic membrane to the first structural member using an elongated retainer extending along a length of the first structural member; and

introducing a foam composition into the cavity.

2. The method of claim 1, wherein the elongated retainer is a first elongated retainer, and wherein the method further comprises attaching the plastic membrane to the second structural member using a second elongated retainer extending along a length of the second structural member.

3. The method of claim 2, further comprising pressing portions of the plastic membrane adjacent the sides of the first and second structural members into the cavity, thereby creating tension in the plastic membrane across the cavity.

4. The method of claim 3, further comprising removing the first and second elongated retainers from the first and second structural members, respectively, after the foam composition is introduced into the cavity.

5. The method of claim 1, further comprising clamping the plastic membrane against the face of the first structural member with a first portion of the elongated retainer.

6. The method of claim 5, further comprising stretching the plastic membrane around the face of the first structural member toward the first side of the first structural member with a second portion of the elongated retainer.

7. The method of claim 6, further comprising stretching the plastic membrane around the face of the first structural member toward the second side of the first structural member with a third portion of the elongated retainer.

8. The method of claim 6, wherein the elongated retainer is a first elongated retainer, and wherein the method further comprises attaching the plastic membrane to the second structural member using an identical second elongated retainer extending along a length of the second structural member.

9. The method of claim 8, further comprising clamping the plastic membrane against the face of the second structural member with a first portion of the second elongated retainer.

10. The method of claim 9, further comprising stretching the plastic membrane around the face of the second structural member toward the first side of the second structural member with a second portion of the second elongated retainer, thereby creating tension in the plastic membrane across the cavity between the first and second structural members.

11. The method of claim 10, further comprising displacing a portion of the plastic membrane between the first and second structural members rearward of a plane containing the faces of the respective first and second structural members.

12. The method of claim 10, wherein the cavity is further defined by a wall, and wherein the foam composition is introduced into the cavity after the first and second elongated retainers are attached to the first and second structural members, respectively.

13. The method of claim 12, further comprising removing the first and second elongated retainers from the first and second structural members, respectively, after the foam composition is introduced into the cavity.

14. The method of claim 10, further comprising clamping the plastic membrane against the face of the upper structural member or the lower structural member, with a first portion of a third elongated retainer, extending along a length of the upper structural member or the lower structural member.

15. The method of claim 14, further comprising stretching the plastic membrane around the face of the upper structural member or the lower structural member, toward an adjacent side of the upper structural member or the lower structural member, with a second portion of the third elongated retainer, thereby creating additional tension in the plastic membrane across the cavity between the upper and lower structural members.

16. The method of claim 10, further comprising fastening the first and second elongated retainers to the first and second structural members, respectively, to maintain the tension in the plastic membrane.

17. A building structure comprising:

a cavity at least partially defined by

a first structural member having a face and opposite first and second sides,

a second structural member having a face and opposite first and second sides,

an upper structural member having a face and extending substantially transverse to the first and second structural members, and

a lower structural member having a face and extending substantially transverse to the first and second structural members;

a plastic membrane having a length sufficient to at least span the cavity; and

an elongated retainer extending along a length of the first structural member, the elongated retainer including a first portion clamping the plastic membrane against the face of the first structural member, and a second portion stretching the plastic membrane around the face of the first structural member toward the first side of the first structural member.

18. The building structure of claim 17, wherein the elongated retainer includes a third portion stretching the plastic membrane around the face of the first structural member toward the second side of the first structural member.

19. The building structure of claim 18, wherein the elongated retainer is a first elongated retainer, and wherein the building structure further comprises an identical, second elongated retainer extending along a length of the second structural member, thereby stretching and creating tension in the plastic membrane between the first and second structural members.

20. The building structure of claim 19, further comprising a third elongated retainer extending along a length of the upper structural member or the lower structural member, wherein the third elongated member includes a first portion clamping the plastic membrane against the face of the one of the upper structural member or the lower structural member, and a second portion stretching the plastic membrane around the face of the one of the upper structural member or the lower structural member toward an adjacent side of the one of the upper structural member or the lower structural member.