Apparatus and method for construction of structures utilizing insulated concrete forms

Information

  • Patent Grant
  • 8919067
  • Patent Number
    8,919,067
  • Date Filed
    Wednesday, October 31, 2012
    11 years ago
  • Date Issued
    Tuesday, December 30, 2014
    9 years ago
Abstract
An insulated concrete form including of first and second spaced sidewalls forming a cavity therebetween, said sidewalls having an inside surface and interconnected by a plurality of form ties, and a form insert made of an insulative material positioned adjacent the inside surface of at least one sidewall which thereby increases the R-value of the resulting structure.
Description
BACKGROUND OF THE INVENTION

Insulated concrete forms (ICFs) of variable design comprise an increasingly important and popular product for construction of building and other structures. Such ICF products typically include a pair of spaced sidewalls fabricated from an insulating material. The paired sidewalls are maintained in a spaced relationship by connecting ties. The ties may be configured to support reinforcing bars (rebar). The ICF products are modular sizes and designed to be stacked to thereby provide a form adapted to receive poured concrete in the space between the sidewalls, thereby resulting in a poured concrete structure intermediate sidewalls of an insulating material. An example of ICF products are depicted in U.S. Pat. No. 7,861,479, which is incorporated by reference as if fully set forth herein.





BRIEF DESCRIPTION OF THE DRAWINGS

Further details, aspects, and embodiments of the subject matter of this disclosure will be described, by way of example only, with reference to the drawings.



FIG. 1 is a top, front perspective view of an embodiment of a form insert for use construction of structures utilizing insulated concrete forms;



FIG. 2 is an elevational view of the embodiment of FIG. 1;



FIG. 3 is a front side view the embodiment of FIG. 1;



FIG. 4 is a rear side view of the embodiment of FIG. 1;



FIG. 5 is a bottom view of the embodiment of FIG. 1;



FIG. 6 is a top, front perspective view of an embodiment of a form insert for use construction of structures utilizing insulated concrete forms;



FIG. 7A is a top, front perspective view of an example of an insulating concrete form;



FIG. 7B is a top, front perspective view of an example of an insulating concrete form with a sidewall removed to show the inside surface of a sidewall of the insulating concrete form;



FIG. 7C depicts a plurality of the embodiments of the form insert of FIG. 1 installed in a stack of multiple insulated concrete forms;



FIG. 8 is a front side view of an example of embodiments of the form insert of FIG. 1 installed in a stack of multiple insulated concrete forms;



FIG. 9 is an example of a form tie;



FIG. 10 is an elevational view of the embodiment of an embodiment of a form insert for use construction of structures utilizing insulated concrete forms; and



FIGS. 11A and 11B depict an embodiment of the form insert of FIG. 10 installed in an insulated concrete form.





SUMMARY

An insulated concrete form including of first and second spaced sidewalls forming a cavity therebetween, said sidewalls having an inside surface and interconnected by a plurality of form ties, and a form insert made of an insulative material positioned adjacent the inside surface of at least one sidewall which thereby increases the R-value of the resulting structure.


A method for construction of structures utilizing insulated concrete forms comprising, positioning a course of a plurality of insulating concrete forms such that the course is adapted to receive poured concrete, wherein the course comprises a portion of a structure and wherein the course includes a plurality of interconnected exterior sidewalls having outside surface and an inside surface and positioning a plurality of form inserts in contact with the inside surface of the interconnected exterior sidewalls such that the form inserts cover ate least about 80% of the surface area of the inside surface.


DETAILED DESCRIPTION

Aspects of this disclosure can be applied in the construction of structures utilizing insulated concrete forms. One advantage of use of an insert as described herein is to increase the resistance to heat flow or R-Value of such structures in an efficient and cost effective manner. The higher the R-Value, the more effectively the structure resists heat flow. Another advantage of use of an insert as described herein is that it may be used with existing designs of insulated concrete forms. Additional advantages of an insert as described herein include ease of installation, reduction of waste, and decreased incidence of human error in the construction of structures utilizing insulating concrete forms. These and other advantages of use of an insert as described herein are apparent from the description below and the accompanying drawings.


Referring to FIGS. 1-4, in an embodiment, a form insert (1) is formed of insulative material. A form insert may also be referred to herein as an insert. Suitable insulative materials include, for example, expanded polystyrene (EPS) foam and other materials used as insulative material for insulated concrete forms (2). In an embodiment, a form insert (1) can be formed of an insulative material that is different than the insulative material of the insulated concrete form (2). For example, a form insert (1) can be formed of an insulative material which has greater insulative properties than the insulative material of the form. For example, a form insert can be formed of graphite modified EPS foam while the insulated concrete form can be made of white modified EPS. In an embodiment, an insert (1) can be manufactured by, for example, molding or wire cutting EPS foam into a suitable dimension and shape, such as for example the dimension and shape shown in the figures. FIG. 6 depicts an embodiment of a form insert (1). FIG. 10 depicts an embodiment of a form insert (1).


Referring to the Figures by example, in an embodiment, a form insert (1) can include a form insert outward face (22), a form insert inward face (23), and a form insert thickness (24) defined in a first horizontal direction (z) between the form insert outward face (22) and the form insert inward face (23). The form insert (1) can include a form insert front side (25), a form insert rear side (26), and a form insert length (27) defined in a second horizontal direction (x) between the form insert front side (25) and the form insert rear side (26). The form insert (1) can include a form insert top surface (28), a form insert bottom surface (29), and a form insert height (30) defined in the vertical direction (y) between the form insert top surface (28) and the form insert bottom surface (29).


Referring to the FIGS. 7A and 7B, an example insulated concrete form (2) can include a first sidewall (3), a second sidewall (31), and a plurality of form ties (4). The first sidewall can include an inside surface (6), an outside surface (32), and a first sidewall thickness (33) defined in a first horizontal direction (z) between the inside surface (6) and the outside surface (32). The first sidewall (3) can include a first sidewall top surface (7), a first sidewall bottom surface (8), and a first sidewall height (10) defined in a vertical direction (y) between the first sidewall top surface (7) and the first sidewall bottom surface (8). The first sidewall (3) can include a first sidewall front side (34), a first sidewall rear side (35), and a first sidewall length (36) defined in a second horizontal direction (x) between the first sidewall front side (34) and the first sidewall rear side (35). The plurality of form ties can include a first form tie (38) and a second form tie (39). The first form tie (38) and second form tie (39) can, also with other form ties (4), connect the first sidewall (3) to the second sidewall (31) such that the form ties (4) space the first sidewall from the second sidewall to define a cavity (12) between the first sidewall (3) and the second sidewall (31), wherein a cavity thickness (40) is defined in the first horizontal direction (z) spanning between the first sidewall (3) and the second sidewall (31). The form ties (4) can include a plurality of lateral members (41) oriented transverse the first sidewall and the second sidewalls and being spaced a distance from at least one other of the plurality of lateral members in the second horizontal direction (x). In an embodiment, such distance can correspond to a form tie spacing distance (42), which can be the distance that each form tie (4) is spaced. The form tie spacing distance (42) can be, for example, 8 inches on center.


Referring to FIGS. 7C and 8, in an embodiment, a form insert (1) can be positioned adjacent to or in contact with an interior surface (6) of a sidewall (3) of an insulated concrete form (2). Adjacent to or in contact as used herein are used synonymously and include direct contact, indirect contact, and adjoinment of the referenced structures. For example, a form insert can be positioned adjacent to or in contact with an interior surface of a sidewall and have an adhesive or thin film or thin sheet positioned between the form insert and the sidewall without departing from intended scope of adjacent or in contact as used herein. The insert (1) can be dimensioned to fit between the ties (4) of the form (2) and span the lateral space (5) therebetween. In addition, in an embodiment, an insert (1) can be dimensioned to span the height (10) of the form (2) from the top surface (7) of the sidewall (3) to the bottom surface (8) of the sidewall. As shown in FIGS. 7C and 8, an insert (1) can be dimensioned to span the height (11) of two stacked forms. In such embodiments, the insert can include a cut-line (20) marking the point where the insert can be cut to decrease the height of the insert to match the height of a single insulated concrete form. In addition, the insert can be positioned to cover the portion of the interior surface of a sidewall near the joint of two laterally adjoined forms. One advantage of the same is to cover the seam created by the lateral joining of two forms and thereby help prevent leaking through the seam.


Referring to 7B, in an embodiment, an outward face (22) of a form insert (1) can be positioned to cover an overall inside surface area or a portional surface area of the inside surface (6) of a sidewall (3). An example overall inside surface area can be defined in the vertical direction (y) between the first sidewall top surface (7) and the first sidewall bottom surface (8) and in the second horizontal direction (x) between the first sidewall front side (34) and the first sidewall rear side (35). An example portional surface area of an inside surface (6) of a sidewall (3) can be defined in the vertical direction (y) between the first sidewall top surface (7) and the first sidewall bottom surface (8) and in the second horizontal direction (x) between a first lateral member (38a) and a second lateral member (39a), as shown in FIG. 7B in the dotted box labeled with reference number 43. The form insert can be positioned to cover a percentage of the overall or portional surface area (43), including but not limited to about 50%, 55%, 60%, 65%, 70%, 75%, 80%, 85%, 90%, 95%, or substantially 100% of the portional surface area (43). In addition, in an embodiment, a plurality of form inserts can be positioned to cover, in accordance with the above referenced percentages, an inside surface of single insulating concrete form or the combined inside surfaces of plurality of interconnected insulated concrete forms, such as a stack or a course of insulated concrete forms.


In addition, as shown in FIG. 8, in an embodiment, the insert (1) can be stacked, one on top of the other, to span the height of a stack of two forms (2). While FIG. 7C depicts a plurality of separate inserts positioned between a plurality of lateral members, in an embodiment, the insert can be formed of a single piece with multiple slots defined therein to accommodate multiple ties and span the lateral space between the multiple of ties. For example, referring to FIGS. 10, 11A, and 11B, seven form inserts can be formed into a single form insert with six slots defined therein in which the ties can be positioned, thereby spanning the lateral space between the spaced ties. In an embodiment, a form insert (1) can include a plurality of vertical slots (44) defined in the form insert (1), each of the vertical slots having an open end (44a) defined in the form insert bottom surface (29) and a closed end (44b) defined in the form insert (1) a distance from the form insert top surface (28). In an embodiment, the distance between the closed end (44b) and the top surface (28) can be from about 0.5 inch to about 6 inches. In an embodiment, the distance between the closed end (44b) and the form insert top surface (28) is about 3.5 inches. Each of the vertical slot (44) can be spaced in the second horizontal direction at distance (x) from at least one other of the vertical slots such that the distance corresponds to the form tie spacing distance so that the vertical slots accommodate a plurality of lateral members (41) of the plurality of form ties (4).


In addition, in an embodiment, form inserts can be installed on the interior surfaces of both, opposing sidewalls of the insulated concrete forms (not shown). In addition, in an embodiment, a second form insert can be positioned on an inward face of a first insert which was positioned on the interior surface (6) of a sidewall (3) to further increase the R-Value of the resulting structure.


In an embodiment, a form insert may also be formed of a single piece configured to span adjoining forms in the lateral direction. For example, a single insert may comprise a single piece of insulating material which spans the lateral dimension of two ICF blocks and thus includes slots that will accommodate placement over the ties associated with two adjoining ICF blocks. One advantage of such embodiment is that the insert can facilitate the joinder of the adjoined blocks.


In an embodiment, inserts may vary in thickness or material. In an embodiment, the form insert thickness (24) is about 5% to about 200% of the first sidewall thickness (33) and less than the cavity thickness (40). In an embodiment, the form insert thickness is about 0.5 inch to about 3.0 inches. In an embodiment, a form insert (1) can have an R-Value of about 5. In an embodiment, inserts may include additional features such as passageways for conduit, piping, sensors, or controls, or structures for gripping fasteners for wallboard or siding.


In an embodiment, an insert (1) can be dimensioned so as to fit between the lateral members (41) of the form ties (4) and engage the lateral members of the form ties (4) so as to create a friction fit. The insert length (27) of the form insert can be slightly greater than the spacing distance (42) between form ties so that the form insert (1) maintains contact with and is held in position by the lateral members of a pair of spaced form ties (4). The friction fit also assists to maintain the position of the form insert (1) against the interior surface (6) of the sidewall (3). In one embodiment, raised embossments (13) on the side of the insert (1) are used to enable the friction fit. The raised embossments (13) can be in the form of a brand name, logo, or R-value.


In addition, in an embodiment, the insert (1) includes a ledge (16a, 16b) on the front and rear side of the form insert near the top of the form insert. The ledges (16a, 16b) can be configured to engage a portion of a first upper surface (45) of the lateral members of a pair of form ties (4) so that the form insert (1) cannot be inserted below the position at which the ledges engages the form ties, thereby maintaining the top surface (17) of the insert flush or substantially aligned with the top surface (7) of the form (2). Substantially aligned as used herein means within plus or minus of about half an inch of being level or flush with the referenced surface. In an embodiment, the distance between each ledge (16a, 16b) and the form insert top surface (28) can be from about 0.5 inch to about 6 inches. In an embodiment, the distance between the ledge (16a, 16b) and the form insert top surface (28) is about 3.5 inches. In one embodiment, the form insert (1) can be about 32 inches high, about 7.50 inches wide, and about 2 inches thick. In an embodiment, the width of the insert (1) can vary from the top to the bottom. For example, in one embodiment, the top of the insert can be about 8 inches wide, the middle portion of the insert can be about 7.50 inches wide, and the bottom portion can be about 7.25 inches wide. In an embodiment, the insert can taper gradually from about the middle portion toward the bottom portion. In an embodiment, the insert can taper gradually from point at about 25% of the height of the insert toward the bottom portion. The term about as used herein for purposes of approximating length, height, or thickness means plus or minus fifteen percent.


In an embodiment, the insert (1) utilizes a tongue (14) and groove (15) structure to interlock stacked inserts. For example, FIG. 8 depicts stacked inserts positioned against the interior surface (6) of sidewalls (3) of stacked insulated concrete forms (2). The tongue (14) on the bottom of one insert fits into the groove (15) on the top of another insert. In an embodiment, as depicted in FIG. 6, the tongue (14) is on the top of the insert (1) and the groove is on the bottom, the tongue and groove being complimentary such that a like tongue can interlock with the groove and a like groove can interlock with the tongue. The interlocking of stacked inserts helps, for example, to prevent the inserts from separating from the interior surface (6) of the sidewall (3). Maintaining the position of the insert (1) against the interior surface (6) of the sidewall (3) is also facilitated by the weight of the concrete as the concrete is poured into the cavity (12).


In an embodiment, a kit can include at least one insulated concrete form as described herein and at least an embodiment of a form insert as described herein. In kit can include instructions for the user describing how the user can position a course of a plurality of insulating concrete forms such that the course is configured to receive poured concrete. A course is understood in the art and shown in U.S. Pat. No. 7,861,479 which is incorporated by reference. For example a course can include a portion of a structure wherein the course includes a plurality of interconnected exterior sidewalls having outside surface and an inside surface. In an embodiment, the instructions can describe how to position a plurality of inserts in contact with the inside surface of the interconnected exterior sidewalls such that the form inserts cover ate least about 80% of the surface area of the inside surface, as described herein. In an embodiment, the resulting R-Value the portion of the structure is greater than if the form inserts were not used and can result in an increase, for example of at least about R-4. In an embodiment, the increase to can be in between about R-9 and about R-18.


An advantage of us of an insert as described herein is to increase the R-Value of structures constructed with insulated concrete forms. R-Value as used herein can be measured using ASTM standards known in the art. The additional thickness of insulative material introduced to the form by the insert increases the R-Value of the resulting structure. For example, if the insulated concrete form provides an R-Value of 23, use of an insert with R-Value of 9 can increase the R-Value of the resulting structure to R-32. In various embodiments, the R-Value of a form insert can be about R-4 to about R-12, including each value in between. In an embodiment, the R-Value of a form insert can be increased by laminating an insulative film on an inward or outward face of the form insert. Another advantage is that the insert can be positioned on the interior surface of the sidewall which faces the exterior of the structure. Such placement increases the energy performance of the wall. Another advantage of us of an insert as described herein is that the insert can be utilized with existing designs of insulated concrete forms, thereby increasing the versatility of existing forms to be used in applications which require higher insulative standards. Another advantage associated with the compatibility of the insert with existing forms is that existing tie design need not be changed to accommodate additional insulative material (a front view of an example of a complete tie (18) is shown in ghost format in FIG. 8), thereby, for example, maintaining the position of the furring strip (19) near the exterior surface of the sidewall of the form and further increasing the versatility of existing form designs.


The detailed drawings, specific examples and particular embodiments given serve the purpose of illustration only. While some of the specific embodiments of the systems and methods described and shown herein concern building a vertical wall utilizing insulated concrete forms, the teachings of the present invention may be applied to apparatuses that build other structures using insulated concrete forms. In the foregoing specification, the invention has been described with reference to specific examples of embodiments of the invention. It will, however, be evident that various modifications and changes may be made therein without departing from the broader spirit and scope of the invention. Furthermore, the insert may have any suitable size and shape. Furthermore, the insert may be implemented as single or multiple pieces, while functionally operating as a single piece. Also, inserts functionally forming separate devices may be integrated in a single physical device. However, other modifications, variations and alternatives are also possible. The specifications and drawings are, accordingly, to be regarded in an illustrative rather than in a restrictive sense. While certain embodiments detail certain optional features as further aspects of the invention, the description is meant to encompass and specifically disclose all combinations of these features unless specifically indicated otherwise or physically impossible.

Claims
  • 1. An assembly comprising: an insulated concrete form having a first sidewall, a second sidewall, and a plurality of form ties, wherein the first sidewall and the second sidewall are constructed of expanded polystyrene foam;the first sidewall having an inside surface, an outside surface, and a first sidewall thickness defined in a first horizontal direction between the inside surface and the outside surface;the first sidewall further having a first sidewall top surface, a first sidewall bottom surface, and a first sidewall height defined in a vertical direction between the first sidewall top surface and the first sidewall bottom surface;the first sidewall further having a first sidewall front side, a first sidewall rear side, and a first sidewall length defined in a second horizontal direction between the first sidewall front side and the first sidewall rear side;the plurality of form ties comprise a first form tie and a second form tie, wherein the first form tie and second form tie connect the first sidewall to the second sidewall such that the first form tie and the second form tie space the first sidewall from the second sidewall to define a cavity in between the first sidewall and the second sidewall, wherein a cavity thickness is defined in the first horizontal direction spanning between the first sidewall and the second sidewall;the first form tie having a first lateral member oriented transverse the first sidewall and the second sidewall;the second form tie having a second lateral member oriented transverse the first sidewall and the second sidewall;the first lateral member is spaced a distance from the second lateral member in the second horizontal direction along the first sidewall length of the insulated concrete form, wherein the distance between the first lateral member and the second lateral member in the second horizontal direction along the first sidewall length of the insulated concrete form is defined as a form tie spacing distance;wherein a first portional surface area of the inside surface of the first sidewall is defined in the vertical direction between the first sidewall top surface and the first sidewall bottom surface and in the second horizontal direction between the first lateral member and the second lateral member;a form insert having a form insert outward face, a form insert inward face, and a form insert thickness defined in the first horizontal direction between the form insert outward face and the form insert inward face, wherein the form insert thickness is about 5% to about 200% of the first sidewall thickness and less than the cavity thickness;the form insert further having a form insert front side, a form insert rear side, and a form insert length defined in the second horizontal direction between the form insert front side and the form insert rear side; andthe form insert further having a form insert top surface, a form insert bottom surface, and a form insert height defined in the vertical direction between the form insert top surface and the form insert bottom surface;the form insert further having a front ledge defined in the form insert front side and a rear ledge defined in the form insert rear side; wherein the front ledge is adapted to engage at least a portion of a first upper surface of the first lateral member and the rear ledge is adapted to engage at least a portion of a second upper surface of the second lateral member;the form insert further being formed of an insulative material and having an R-Value of at least about 4;wherein the form insert outward face is positioned in contact with the inside surface of the first sidewall such that the combined thickness of the first sidewall and the form insert is greater than the thickness of the second sidewall, and wherein the form insert outward face covers at least about 80% of the first portional surface area; andwherein the insulating concrete form and the form insert comprise permanent components of an insulated concrete structure comprising a concrete wall intermediate the form insert and the second sidewall of the insulated concrete form.
  • 2. The assembly of claim 1 wherein the form insert is formed of expanded polystyrene foam and the form insert thickness is about 0.5 inch to about 3.0 inches and wherein the form insert front side is in contact with the first lateral member and the form insert rear side is in contact with the second lateral member.
  • 3. The assembly of claim 1 wherein the plurality of form ties further comprise a plurality of lateral members, each of the plurality of lateral members being spaced a distance from at least one other of the plurality of lateral members in the second horizontal direction at a distance corresponding to the form tie spacing distance; a plurality of form inserts, wherein the plurality of form inserts are positioned such that an outward face of the plurality of inserts is in contact with the inside surface of the first sidewall.
  • 4. The assembly of claim 1, the form insert further having a plurality of vertical slots defined in the form insert, each of the vertical slots having an open end defined in the form insert bottom surface and a closed end defined adjacent the form insert top surface; each of the vertical slots being spaced in the second horizontal direction at distance from at least one other of the vertical slots, the distance corresponding to the form tie spacing distance such that the vertical slots accommodate a plurality of lateral members of the plurality of form ties.
  • 5. The assembly of claim 1 wherein an overall inside surface area of the first sidewall is defined in the vertical direction between the first sidewall top surface and the first sidewall bottom surface and in the second horizontal direction between the first sidewall front side and the first sidewall rear side; and wherein the outward face of the form insert covers at least about 80% of the overall inside surface area of the first sidewall.
  • 6. The assembly of claim 1, wherein the front ledge and rear ledge are positioned at a predetermined distance from the form insert top surface so that the form insert top surface is substantially aligned with the first sidewall top surface when the front ledge is engaged with the first upper surface of the first lateral member and the rear ledge is engaged with the second upper surface of the second lateral member.
  • 7. The assembly of claim 1, wherein the form insert front side is in contact with the first lateral member and the form insert rear side is in contact with the second lateral member.
  • 8. An assembly comprising: an insulated concrete form having a first sidewall, a second sidewall, and a plurality of form ties, wherein the first sidewall and second sidewall are constructed of expanded polystyrene foam;
  • 9. The assembly of claim 8, wherein the front ledge and rear ledge are positioned at a predetermined distance from the form insert top surface so that the form insert top surface is substantially aligned with the first sidewall top surface when the front ledge is engaged with the first upper surface of the first lateral member and the rear ledge is engaged with the second upper surface of the second lateral member.
  • 10. The assembly of claim 9 wherein the form insert is formed of expanded polystyrene foam and the form insert thickness is about 0.5 inch to about 3.0 inches; wherein the form insert length increases from the form insert bottom surface toward the form insert top surface over at least a portion of the form insert height.
  • 11. The assembly of claim 8, wherein the form insert front side and the form insert rear side having raised embossments adapted to enable friction fit engagement between the form insert and the first and second lateral members and wherein the form insert thickness is about 5% to about 200% of the first sidewall thickness and less than the cavity thickness.
  • 12. The assembly of claim 11 wherein the form insert top surface is substantially aligned with the first sidewall top surface.
  • 13. The assembly of claim 8, further comprising a second insulated concrete form having a third sidewall and a fourth sidewall; wherein the insulated concrete form is stacked onto the second insulated concrete form such that the first sidewall is stacked onto the third sidewall;wherein the form insert outward face is positioned in contact with an inside surface of the third sidewall; andwherein the form insert top surface is substantially aligned with a top surface of the first sidewall and the form insert bottom surface is substantially aligned with a bottom surface of the third sidewall.
  • 14. The assembly of claim 13, the form insert top surface having groove and the form insert bottom surface having a tongue, the tongue and groove being complimentary such that a like tongue can interlock with the groove and a like groove can interlock with the tongue.
  • 15. A kit comprising: an insulated concrete form having a first sidewall, a second sidewall, and a plurality of form ties, wherein the first sidewall and the second sidewall are constructed of expanded polystyrene foam;the first sidewall having an inside surface, an outside surface, and a first sidewall thickness defined in a first horizontal direction between the inside surface and the outside surface;
  • 16. The kit of claim 15 wherein the form insert is formed of expanded polystyrene foam, the form insert thickness is about 0.5 inch to about 3.0 inches, the form insert length increases from the form insert bottom surface toward the form insert top surface over at least a portion of the form insert height, the form insert thickness is about 5% to about 200% of the first sidewall thickness and less than the cavity thickness, and wherein the front ledge and rear ledge are positioned at a predetermined distance from the form insert top surface so that the form insert top surface is substantially aligned with the first sidewall top surface when the front ledge is engaged with the first upper surface of the first lateral member and the rear ledge is engaged with the second upper surface of the second lateral member.
  • 17. An insulated concrete form assembly comprising: an insulated concrete form component having a first insulated concrete form insulation material sidewall, a separate second insulated concrete form insulation material sidewall, and a plurality of tie members connecting the first and second sidewalls; wherein the first and second sidewalls are constructed of expanded polystyrene foam; wherein the first sidewall including an inside surface, a generally parallel outside surface, and a generally uniform maximum first sidewall thickness defined between the inside surface and the outside surface; the first sidewall further including a first sidewall top surface, a first sidewall bottom surface, and a first sidewall height defined in a direction between the first sidewall top surface and the first sidewall bottom surface, said first sidewall height generally transverse to said first sidewall thickness;the first sidewall further including a sidewall first edge side, a sidewall second edge side spaced from the first edge side, and a first sidewall length between the first edge side and the second edge side;said second sidewall spaced from said first wall by at least two form ties connecting said first and second sidewalls to define cavity between the first sidewall and the second sidewall, said cavity having a first dimension between the first sidewall and the second sidewall;at least two said form ties separated from each other in said cavity by a fixed spacing distance portion of said first sidewall length;wherein a first portion surface area of the inside surface of the first sidewall is defined bounded between the first sidewall top surface and the first sidewall bottom surface and the first form tie and the second form tie;a separate insulating material form insert having an insert first face, an insert second face, and an insert thickness between the insert first face and the insert second face, wherein the insert thickness is in the range of about 5% to about 200% of the first sidewall thickness and is less than the cavity first dimension;the form insert further having an insert first side, an insert second side generally transverse to the first face and second face, and an insert length between the insert first side and the insert second side; andthe form insert further having an insert top surface, an insert bottom surface, and an insert height between the insert top surface and the insert bottom surface generally transverse to the first face and second face and transverse to the first side and second side;the form insert further having a front ledge defined in the first side and a rear ledge defined in the second side; wherein the front ledge engages a portion of the first form tie and the rear ledge engages a portion of the second form tie;wherein the form insert further having an R-Value of at least about 5;wherein the front ledge and rear ledge are positioned at a predetermined distance from the insert top surface so that the insert top surface is substantially aligned with the first sidewall top surface when the front ledge is engaged with the portion of the first form tie and the rear ledge is engaged with the portion of the second form tie;wherein the first face of the insert is positioned against the inside surface of the first sidewall and wherein the first face of the insert covers at least a fraction of the first portion surface area in the cavity of the inside face of said first sidewall whereby the volume of the cavity is reduced generally by the volume of the form insert in contact with the portion surface area of the first sidewall inside face cavity,said concrete form and separate insert form in combination a modified mold cavity bounded by insulating material comprised of said first and second sidewalls and said form insert, wherein the concrete form and separate insert comprise permanent components of an insulated concrete structure comprising a concrete wall the separate insert and the second sidewall of the concrete form.
  • 18. A form insert for use with an insulated concrete form having a first sidewall, a second sidewall, and a plurality of form ties, wherein the first sidewall and the second sidewall are constructed of expanded polystyrene foam, wherein the first sidewall and the second sidewall are positioned opposite each other in a spaced apart relationship, the plurality of form ties extending transversely between the first sidewall and the second sidewall, each form tie having a lateral member, the form insert comprising: a form insert outward face, a form insert inward face, and a form insert thickness defined in a first horizontal direction between the form insert outward face and the form insert inward face;the form insert further having a form insert front side, a form insert rear side, and a form insert length defined in a second horizontal direction between the form insert front side and the form insert rear side;the form insert further having a form insert top surface, a form insert bottom surface, and a form insert height defined in the vertical direction between the form insert top surface and the form insert bottom surface;the form insert further having a front ledge defined in the form insert front side and a rear ledge defined in the form insert rear side; wherein the front ledge is adapted to engage a first lateral member and the rear ledge is adapted to engage a second lateral member when the form insert is positioned within an insulated concrete form in between the first and second lateral members;the form insert further being formed of an insulative material and being adapted to increase the R-Value of a resulting structure of concrete wall intermediate the first sidewall and second sidewall of the insulated concrete form by at least about 4; andwherein the insulating concrete form and the form insert are adapted to comprise permanent components of an insulated concrete structure comprising a concrete wall intermediate the form insert and the second sidewall of the insulated concrete form.
  • 19. The form insert of claim 18 wherein the front ledge and the rear ledge are positioned at a predetermined distance from the form insert top surface such that the form insert is adapted so that the form insert top surface is substantially aligned with a first sidewall top surface when the front ledge is engaged with the first lateral member and the rear ledge is engaged with the second lateral member.
  • 20. The form insert of claim 19 wherein at least one of the front ledge and the rear ledge is in the form of a vertical slot defined in the form insert.
  • 21. The form insert of claim 20 wherein an open end of the vertical slot is defined in the form insert bottom surface.
  • 22. The form insert of claim 1 wherein at least one of the front ledge and the rear ledge is in the form of a vertical slot defined in the form insert.
  • 23. The form insert of claim 22 wherein an open end of the vertical slot is defined in the form insert bottom surface.
FIELD OF THE INVENTION

This application claims priority from U.S. Provisional Application No. 61/553,712, entitled, “An Apparatus and Method for Construction of Structures Utilizing Insulated Concrete Forms,” filed on Oct. 31, 2011 and which is herein incorporated by reference in its entirety.

US Referenced Citations (306)
Number Name Date Kind
221110 Shellenback et al. Oct 1879 A
1694665 Parker Dec 1928 A
1796973 Wright Mar 1931 A
1836408 Sutton Dec 1931 A
1895801 Keller Jan 1933 A
1983040 Lyons Dec 1934 A
2073788 Garvey et al. Mar 1937 A
2177246 Ellis Oct 1939 A
2199112 O'Leary Apr 1940 A
2201110 Makram May 1940 A
2452463 Herbert Oct 1948 A
2498276 Kany Feb 1950 A
2653469 Callan Sep 1953 A
3255562 Altschuler Jun 1966 A
3374917 Troy Mar 1968 A
3383817 Gregori May 1968 A
3422588 Stewart, Jr. Jan 1969 A
3546833 Perreton Dec 1970 A
3552076 Gregori Jan 1971 A
3704562 Grants Dec 1972 A
3740909 Stinnes Jun 1973 A
3788020 Gregori Jan 1974 A
3791090 Kniefel Feb 1974 A
3885363 Whittey May 1975 A
3895469 Kapitan Jul 1975 A
3924376 Tsurumi Dec 1975 A
3936987 Calvin Feb 1976 A
3959944 Oroschakoff Jun 1976 A
3968615 Ivany Jul 1976 A
3992844 Gretter Nov 1976 A
4021989 Hala May 1977 A
4022644 Smith, Jr. May 1977 A
4031678 Schuring Jun 1977 A
4034529 Lampus Jul 1977 A
4041670 Kaplan Aug 1977 A
4060952 Hernandez Dec 1977 A
4090337 Szekeres May 1978 A
4107895 LeGrady Aug 1978 A
4133156 Unger Jan 1979 A
4185423 Gutierrez Jan 1980 A
4223501 DeLozier Sep 1980 A
4226061 Day, Jr. Oct 1980 A
4229920 Lount Oct 1980 A
4240233 Vercelletto Dec 1980 A
4263765 Maloney Apr 1981 A
4321779 Kratchmer Mar 1982 A
4348845 Iannarelli Sep 1982 A
4348847 Jukes Sep 1982 A
4366657 Hopman Jan 1983 A
4402167 Denucci Sep 1983 A
4406103 Ghali et al. Sep 1983 A
4407102 Boyack Oct 1983 A
4411118 Claver Oct 1983 A
4433520 Maschhoff Feb 1984 A
4433521 Dietrich Feb 1984 A
4433522 Yerushalmi Feb 1984 A
4438612 Bernard et al. Mar 1984 A
4439967 Dielenberg Apr 1984 A
4442644 Jukes Apr 1984 A
4471590 Roberts et al. Sep 1984 A
4479338 Robertson Oct 1984 A
4516372 Grutsch May 1985 A
4551870 Presti, Jr. Nov 1985 A
4557093 Beliveau Dec 1985 A
4557094 Beliveau Dec 1985 A
4571909 Berghuis et al. Feb 1986 A
4574550 Maschhoff Mar 1986 A
4577447 Doran Mar 1986 A
4598519 Reid Jul 1986 A
4599830 Nawrot Jul 1986 A
4604843 Ott et al. Aug 1986 A
4628652 Wefels Dec 1986 A
4629192 Nichols Dec 1986 A
4632796 Moulet Dec 1986 A
4648228 Kiselewski Mar 1987 A
4655014 Krecke Apr 1987 A
4698947 McKay Oct 1987 A
4700523 Kohara Oct 1987 A
4706429 Young Nov 1987 A
4730422 Young Mar 1988 A
4731968 Obino Mar 1988 A
4742659 Meilleur May 1988 A
4750307 Slager Jun 1988 A
4750308 McKay Jun 1988 A
4765109 Boeshart Aug 1988 A
4773199 Kohara Sep 1988 A
4788020 Yampolsky et al. Nov 1988 A
4791767 Boeshart Dec 1988 A
4809470 Bauer et al. Mar 1989 A
4811927 Slonimsky et al. Mar 1989 A
4817353 Woods et al. Apr 1989 A
4825618 Blevins May 1989 A
4835928 Scott Jun 1989 A
4852317 Schiavello et al. Aug 1989 A
4860515 Browning, Jr. Aug 1989 A
4862660 Raymond Sep 1989 A
4864792 Andre et al. Sep 1989 A
4866891 Young Sep 1989 A
4879855 Berrenberg Nov 1989 A
4883396 Shamah et al. Nov 1989 A
4884382 Horobin Dec 1989 A
4885888 Young Dec 1989 A
4888931 Meilleur Dec 1989 A
4889310 Boeshart Dec 1989 A
4894969 Horobin Jan 1990 A
4901494 Miller et al. Feb 1990 A
4916879 Boeshart Apr 1990 A
4936540 Boeshart Jun 1990 A
4938449 Boeshart Jul 1990 A
4949515 Krecke Aug 1990 A
4967528 Doran Nov 1990 A
4972646 Miller et al. Nov 1990 A
4974388 Fischer Dec 1990 A
4976081 Litzenberger Dec 1990 A
4998394 Holzapfel et al. Mar 1991 A
5014480 Guarriello et al. May 1991 A
5024035 Hanson et al. Jun 1991 A
5060446 Beliveau Oct 1991 A
5065561 Mason Nov 1991 A
5086600 Holland et al. Feb 1992 A
5092093 Lu Mar 1992 A
5097644 Hun Mar 1992 A
5099628 Noland et al. Mar 1992 A
5099630 Bolmgren Mar 1992 A
5107648 Roby Apr 1992 A
5117600 Yerushalmi Jun 1992 A
5122015 Shen Jun 1992 A
5123222 Guarriello et al. Jun 1992 A
5140794 Miller Aug 1992 A
5163261 O'Neill Nov 1992 A
5174083 Mussell Dec 1992 A
D335542 Bird May 1993 S
5212842 Glydon May 1993 A
5215490 Szoradi Jun 1993 A
D343426 Sher Jan 1994 S
D343427 Sher Jan 1994 S
5323578 Chagnon et al. Jun 1994 A
5337530 Beames Aug 1994 A
5350256 Hammer Sep 1994 A
5351455 Schoonover et al. Oct 1994 A
5351456 Paine, Jr. Oct 1994 A
5390459 Mensen Feb 1995 A
5428933 Philippe Jul 1995 A
5454199 Blom et al. Oct 1995 A
5459970 Kim Oct 1995 A
5459971 Sparkman Oct 1995 A
5465542 Terry Nov 1995 A
5473850 Balding Dec 1995 A
5491949 De Moor Feb 1996 A
D370503 Burns Jun 1996 S
5535565 Majnaric et al. Jul 1996 A
5537797 Harkenrider et al. Jul 1996 A
5553430 Majnaric et al. Sep 1996 A
5566518 Martin et al. Oct 1996 A
5566519 Almaraz-Miera Oct 1996 A
5566521 Andrews et al. Oct 1996 A
5568710 Smith et al. Oct 1996 A
5570552 Nehring Nov 1996 A
5596855 Batch Jan 1997 A
5598675 Pruss Feb 1997 A
5608999 McNamara Mar 1997 A
5611182 Spude Mar 1997 A
5611183 Kim Mar 1997 A
5617693 Hefner Apr 1997 A
5625989 Brubaker et al. May 1997 A
5632126 Agsten May 1997 A
5638652 Shinoda et al. Jun 1997 A
5649401 Harrington, Jr. Jul 1997 A
5653082 Shinoda et al. Aug 1997 A
5657600 Mensen Aug 1997 A
5657601 Bean et al. Aug 1997 A
5658483 Boeshart Aug 1997 A
5678369 Ishikawa et al. Oct 1997 A
5688078 Hammer Nov 1997 A
5692356 Baxter Dec 1997 A
5695676 Lee Dec 1997 A
5699640 Bourgeois et al. Dec 1997 A
5701710 Tremelling Dec 1997 A
5704180 Boeck Jan 1998 A
5709060 Vaughan et al. Jan 1998 A
5709061 Dietrich Jan 1998 A
5735093 Grutsch Apr 1998 A
5740648 Piccone Apr 1998 A
5768851 Nagaoka Jun 1998 A
5782050 Boeshart Jul 1998 A
5802793 DeVore, Jr. Sep 1998 A
5802795 Myers et al. Sep 1998 A
5803669 Bullard Sep 1998 A
5809723 Keith et al. Sep 1998 A
5809725 Cretti Sep 1998 A
5809726 Spude Sep 1998 A
5809727 Mensen Sep 1998 A
5809728 Tremelling Sep 1998 A
5813174 Waller Sep 1998 A
5818997 Fasanella et al. Oct 1998 A
5819489 McKinney Oct 1998 A
5822939 Haener Oct 1998 A
5836126 Harkenrider et al. Nov 1998 A
5839243 Martin Nov 1998 A
5845445 Blackbeard Dec 1998 A
5845449 Vaughan et al. Dec 1998 A
5845455 Johnson, III Dec 1998 A
5852907 Tobin et al. Dec 1998 A
5853314 Bora Dec 1998 A
5857300 Gates Jan 1999 A
5860262 Johnson Jan 1999 A
5881524 Ellison, Jr. Mar 1999 A
5887401 Moore, Jr. Mar 1999 A
5890337 Boeshart Apr 1999 A
5893248 Beliveau Apr 1999 A
5895188 Cheng Apr 1999 A
5896714 Cymbala et al. Apr 1999 A
5918427 VanderWerf Jul 1999 A
5930958 Stanley Aug 1999 A
5930970 De Le fevre Aug 1999 A
5937604 Bowron Aug 1999 A
5945448 Ninomiya et al. Aug 1999 A
5987830 Worley Nov 1999 A
5992114 Zelinsky et al. Nov 1999 A
6000184 Fernandes Dec 1999 A
6070380 Meilleur Jun 2000 A
6085476 Jantzi et al. Jul 2000 A
6112491 Keith et al. Sep 2000 A
6122880 Kolb et al. Sep 2000 A
6131360 Dalen Oct 2000 A
6148576 Janopaul, Jr. Nov 2000 A
6151856 Shimonohara Nov 2000 A
6167671 Wilson Jan 2001 B1
6170220 Moore, Jr. Jan 2001 B1
6173937 Cottongim Jan 2001 B1
6176059 Cantarano et al. Jan 2001 B1
6219984 Piccone Apr 2001 B1
6224031 Boeshart May 2001 B1
6226951 Azar May 2001 B1
6230462 Beliveau May 2001 B1
6231024 Kugimiya et al. May 2001 B1
6231025 Takemura May 2001 B1
6233897 Jurik May 2001 B1
6240692 Yost et al. Jun 2001 B1
6250024 Sculthorpe et al. Jun 2001 B1
6250033 Zelinsky Jun 2001 B1
6252523 Mostrom Jun 2001 B1
6253518 Azar Jul 2001 B1
6253519 Daniel Jul 2001 B1
6253523 McKinnon Jul 2001 B1
6263631 Nisbett et al. Jul 2001 B1
6263638 Long, Sr. Jul 2001 B1
6276104 Long, Sr. et al. Aug 2001 B1
6276549 Fasci et al. Aug 2001 B1
6279285 Kubica Aug 2001 B1
6279287 Meadows Aug 2001 B1
6293059 Goodwin Sep 2001 B1
6293067 Meendering Sep 2001 B1
6293068 Harrington, Jr. Sep 2001 B1
6301851 Matsubara Oct 2001 B1
6308484 Severino Oct 2001 B1
6314694 Cooper et al. Nov 2001 B1
6314697 Moore, Jr. Nov 2001 B1
6318040 Moore, Jr. Nov 2001 B1
6321496 Martin, Jr. Nov 2001 B1
6321497 Cormier Nov 2001 B1
6321498 Trovato Nov 2001 B1
6324804 Hoogstraten Dec 2001 B1
6332300 Wakai Dec 2001 B1
6336301 Moore, Jr. Jan 2002 B1
6349520 Kubica Feb 2002 B2
6352237 Severino Mar 2002 B1
6360505 Johns Mar 2002 B1
6363683 Moore, Jr. Apr 2002 B1
6378260 Williamson et al. Apr 2002 B1
6378261 Agsten Apr 2002 B1
6401413 Niemann Jun 2002 B1
6401419 Beliveau Jun 2002 B1
6405505 Alberti Jun 2002 B1
6412231 Palatin Jul 2002 B1
6438917 Kubica Aug 2002 B2
6438918 Moore, Jr. et al. Aug 2002 B2
6474033 Luchini et al. Nov 2002 B1
6481178 Moore, Jr. Nov 2002 B2
6519906 Yost et al. Feb 2003 B2
6526713 Moore, Jr. Mar 2003 B2
6536172 Amend Mar 2003 B1
6568141 Kremers May 2003 B2
6574934 Queirel Jun 2003 B1
6578333 Gagliano Jun 2003 B1
6609340 Moore, Jr. et al. Aug 2003 B2
6625947 Burgett Sep 2003 B1
6647686 Dunn et al. Nov 2003 B2
6665992 Hew Dec 2003 B2
6668502 Beliveau Dec 2003 B2
6668503 Beliveau Dec 2003 B2
6681539 Yost et al. Jan 2004 B2
6688066 Cottier et al. Feb 2004 B1
6691481 Schmidt Feb 2004 B2
6698710 VanderWerf Mar 2004 B1
6761007 Lancelot, III et al. Jul 2004 B2
6792729 Beliveau Sep 2004 B2
6820384 Pfeiffer Nov 2004 B1
7059577 Burgett Jun 2006 B1
7082731 Patz et al. Aug 2006 B2
20050204679 Pfeiffer Sep 2005 A1
20050223669 Cymbala et al. Oct 2005 A1
20060117693 Garrett Jun 2006 A1
20060213140 Morin et al. Sep 2006 A1
20090013629 Boeshart Jan 2009 A1
20090120027 Amend May 2009 A1
Foreign Referenced Citations (61)
Number Date Country
664029 Sep 1992 AU
685614 Nov 1995 AU
256091 Dec 1925 CA
443900 Sep 1947 CA
2028992 Mar 1992 CA
2142517 Aug 1995 CA
2182055 Jun 1997 CA
2298435 Sep 1998 CA
2224949 Jun 1999 CA
2492969 Aug 2005 CA
2500682 Sep 2005 CA
1075183 Aug 1993 CN
2142861 Sep 1993 CN
2177759 Sep 1994 CN
2213769 Nov 1995 CN
1113283 Dec 1995 CN
2219338 Feb 1996 CN
2232465 Aug 1996 CN
2264219 Oct 1997 CN
2265413 Oct 1997 CN
1174922 Mar 1998 CN
1177390 Mar 1998 CN
2277430 Apr 1998 CN
2291457 Sep 1998 CN
2307851 Feb 1999 CN
2315178 Apr 1999 CN
2318290 May 1999 CN
2326651 Jun 1999 CN
2329720 Jul 1999 CN
2330727 Jul 1999 CN
1230237 Sep 1999 CN
2346856 Nov 1999 CN
2360486 Jan 2000 CN
2394647 Jan 1979 DE
3233470 Mar 1984 DE
3315942 Nov 1984 DE
4415406 Nov 1995 DE
4434057 Mar 1996 DE
19548440 Apr 1997 DE
2977600 Jan 2013 FR
190013282 May 1901 GB
157638 Jan 1921 GB
162104 Apr 1921 GB
189481 Nov 1922 GB
296834 Sep 1928 GB
442286 Jan 1936 GB
442223 Feb 1936 GB
488640 Jul 1938 GB
508283 Jun 1939 GB
516873 Jan 1940 GB
517915 Feb 1940 GB
552692 Apr 1943 GB
600513 Apr 1948 GB
1385045 Feb 1975 GB
2162221 Jan 1986 GB
2170258 Jul 1986 GB
2240121 Jul 1991 GB
9512720 May 1995 WO
9905370 Feb 1999 WO
233184 Apr 2002 WO
9702802 Oct 1998 ZA
Non-Patent Literature Citations (5)
Entry
English Translate of FR2977600A1 from EPO website (http://translationportal.epo.org/emtp/translate/?ACTION=description-retrieval&COUNTRY=FR&ENGINE=google&FORMAT=docdb&KIND=A1&LOCALE=en—EP&NUMBER=2977600&OPS=ops.epo.org&SRCLANG=fr&TRGLANG=en) on Feb. 18, 2014.
Portland Cement Association, Prescriptive Design of Exterior Concrete Walls for One- and Two-Family Dwellings (2008), 123 pages.
NAHB Research Center, Inc., Prescriptive Method for Insulating Concrete Forms in Residential Construction (2008), 100 pages.
NAHB Research Center, Inc., Prescriptive Method for Insulating Concrete Forms in Residential Construction (2d ed. 2002), 62 pages.
Pieter A. VanderWerf et al., Insulating Concrete Forms (McGraw-Hill 1997).
Related Publications (1)
Number Date Country
20130125490 A1 May 2013 US
Provisional Applications (1)
Number Date Country
61553712 Oct 2011 US