US20100269442A1 - Construction System Using Interlocking Panels - Google Patents
Construction System Using Interlocking Panels Download PDFInfo
- Publication number
- US20100269442A1 US20100269442A1 US12/715,288 US71528810A US2010269442A1 US 20100269442 A1 US20100269442 A1 US 20100269442A1 US 71528810 A US71528810 A US 71528810A US 2010269442 A1 US2010269442 A1 US 2010269442A1
- Authority
- US
- United States
- Prior art keywords
- panel
- studs
- panels
- track
- stud
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
Links
- 238000010276 construction Methods 0.000 title description 5
- 229910001335 Galvanized steel Inorganic materials 0.000 claims abstract description 8
- 239000008397 galvanized steel Substances 0.000 claims abstract description 8
- 239000004794 expanded polystyrene Substances 0.000 claims abstract description 7
- 230000000295 complement effect Effects 0.000 claims abstract description 5
- 238000000034 method Methods 0.000 claims description 19
- 239000000463 material Substances 0.000 claims description 14
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical group N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 claims description 2
- 239000003063 flame retardant Substances 0.000 claims description 2
- 229910000831 Steel Inorganic materials 0.000 abstract description 9
- 239000010959 steel Substances 0.000 abstract description 9
- 239000011810 insulating material Substances 0.000 abstract description 3
- 238000009431 timber framing Methods 0.000 abstract description 3
- 239000003351 stiffener Substances 0.000 abstract description 2
- 239000002184 metal Substances 0.000 description 13
- 230000013011 mating Effects 0.000 description 11
- 238000004026 adhesive bonding Methods 0.000 description 3
- -1 preferably Substances 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000009428 plumbing Methods 0.000 description 2
- 238000009966 trimming Methods 0.000 description 2
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 239000004793 Polystyrene Substances 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 235000013599 spices Nutrition 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/384—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
- E04C2/20—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of plastics
- E04C2/22—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of plastics reinforced
Definitions
- the present invention relates to prefabricated building components, and, more particularly, to a construction system using interlocking panels, the panels including a polymeric insulated core and a steel exoskeleton.
- a system for constructing a structure, such as a wall, by assembling a plurality of interlocking panels together is provided.
- Each of the panels includes a core made of an insulating material, preferably, expanded polystyrene (EPS).
- the panels include stiffeners (studs) on the outer surfaces; each spaced, preferably to national and international code requirements at 24-inches on center (24′′ OC), to form a rigid exoskeleton.
- the studs are made of galvanized steel. Unlike in conventional wood framing, the studs do not extend from the exterior surface to the interior surface. Instead, the studs are each structured as C-shaped supports wherein each stud is inserted into a grove pair cut into the core. Accordingly, conduction across the studs from the exterior to the interior, and vice versa, does not occur because the studs do not extend through the panels.
- each of the panels has a top track and a bottom track, these tracks made from steel.
- the bottom panels are attachable to a floor, such as a concrete floor, using suitable fasteners.
- the top tracks are attachable to a ceiling using suitable fasteners.
- the panels can be joined together by fitting complementary L-shaped edges together.
- any suitable mating or attachment method can be used to join adjacent panels.
- workers can build a wall, for example by connecting a series of panels together, and fastening the bottom and top tracks.
- Panels can be assembled to form a corner by trimming a portion of a first track to allow a second track to overlap.
- the corner portion is secured to the floor with an additional fastener for extra strength.
- the panels are marked with indicia to assist in assembly of the wall structure and/or identify the maker and/or seller of the wall system.
- each of the panels can have pre-molded (or cut) channels useable to receive utility runs, such as, for example, wires, cables, and plumbing.
- each panel has a vertical channel and two horizontal channels along the entire width of the panel.
- the horizontal channels have a depth greater than the depth of the groove pairs holding the studs, so as to prevent the studs from impeding utility runs through the horizontal channels.
- a splice plate can be used to connect one top track to an adjacent top track.
- the splice plate can be made of any suitably strong and stiff material and secured to the top tracks by known methods, such as, for example, using adhesive bonding or fasteners.
- the dimensions of the splice plate depend on the dimensions of the top track.
- the studs preferably include inwardly extending tabs to assist in securing the studs to the panel.
- Another notable feature of the present invention is that the components used to create each of the panels are made in accordance with ICC and ICBO code requirements.
- Additional components of the present invention include jam sections that can be inserted between the panels to create window openings or entrance ways such as doorways, and trim tracks that can be used to trim window areas.
- FIG. 1 shows an example of a panel useable, in conjunction with other such panels, to construct a structure according to the construction system described herein;
- FIG. 2 shows an example of a bottom track
- FIG. 3 shows an example of the bottom track of FIG. 2 fastened to a concrete floor
- FIG. 4 shows the panel of FIG. 1 in greater detail
- FIG. 5 shows an example of interlocking panels
- FIG. 6 shows an example of a stud attachable to a panel to provide support, including inwardly extending tabs to assist in securing the studs to the panel;
- FIG. 7 shows a close-up detail of grooves formed in the panel core for receiving the studs
- FIG. 8 shows an embodiment in which panels are secured to a bottom track by screwing leg members of the bottom track to each stud on each of front and back sides the panels with sheet metal screws;
- FIG. 9 shows an example of spice plates being added to the top tracks for added structural support
- FIG. 10 shows an example of bottom tracks meeting at a corner
- FIGS. 10 and 11 show assembly of bottom tracks and top tracks meeting at respective corners
- FIG. 12 shows an example of a C-shaped end cap covering a flat side of a corner panel
- FIGS. 13 and 14 shows examples of jam sections being installed
- FIG. 15 shows an example of a trim track being installed
- FIGS. 16 and 17 show additional views of the panel.
- FIG. 1 shows an example of a panel 1 useable, in conjunction with other such panels 1 , to construct a structure.
- the panel 1 includes a plurality of supports, referred to herein as studs 2 , which are made from a rigid material, such as, for example, galvanized steel.
- the panel 1 preferably includes a bottom track 3 and a top track 4 , as shown.
- the bottom track 3 can be constructed of a C-shaped, sheet metal having leg members 5 , 6 extending upward from a base member 7 .
- the top track 4 is identical to the bottom track 3 .
- the bottom track 3 can be constructed from 16-gauge galvanized steel sheet metal
- the base member 3 can be fastened to a concrete floor slab by any suitable means, such as, for example, using adhesive bonding, fasteners (e.g., expansion bolts, concrete nails, etc.)
- fasteners e.g., expansion bolts, concrete nails, etc.
- the track 3 is secured to a concrete floor using bolts, each bolt secured to the floor using a nut/washer combination. It is understood that the systems and methods of the present disclosure can be used to create other structures such as roofs. In certain cases, fastening of the bottom track 3 to a floor would then not be necessary.
- FIG. 4 shows the panel 1 in greater detail, according to a preferred embodiment.
- the panel 1 preferably includes a polymer foam insulating core A.
- the insulating core A includes an expanded polystyrene (EPS). Fiber reinforcement, such as, for example, carbon fiber, can be added to the polystyrene for added structural strength. Additionally, the core A can include flame retardant components.
- the insulating core A can be molded in a variety of shapes and sizes and cut to a desired size, by a saw or hot-wire cutting or pre-molded to the desired specifications, for example. In one embodiment, the insulating core A can be pre-molded EPS and can have a height of about 10 feet, a width of about 4 feet, and a thickness of about 6 inches.
- the density of the EPS used for the insulating core A can be 1.5 pounds per cubic foot, for example.
- a notable and distinguishing feature of the present invention is that the components used to create each of the panels are made in accordance with International Code Council (ICC) and ICBO code requirements.
- ICC International Code Council
- the panel 1 can have two spaced apart parallel groove pairs 8 , 9 and 10 , 11 of a front side 12 along the entire height of the panel 1 , each one of the grove pairs 8 , 9 and 10 , 11 for receiving a respective stud 2 .
- a rear side 13 can also include two groove pairs 14 , 15 and 16 , 17 , each one of the grove pairs 14 , 15 and 16 , 17 for receiving a respective stud 2 , as shown.
- the panel 1 can include more or fewer of the studs 2 .
- a single channel can be used instead of the groove pairs to receive the studs 2 .
- the groove pairs 8 , 9 and 10 , 11 are preferably positioned directly opposite of the respective grooves pairs 14 , 15 and 16 , 17 .
- Material can be removed from the core A between each groove pair 8 , 9 ; 10 , 11 ; 14 , 15 ; and 16 , 17 to create recessed areas 18 (also shown FIG. 7 ) so that when the studs 2 are inserted in the respective groove pairs, each stud 2 can be flush with the front and rear sides 12 , 13 of core A.
- FIGS. 7 and 17 also shows that core A can be marked with indicia 19 to assist in assembly of the wall structure and/or identify the maker and/or seller of the wall system.
- groove pairs are positioned on the panel 1 so that the studs 2 are spaced about 24 inches apart from each other.
- insulating material is placed between studs which extend the depth of the wall. This permits conduction from one side (interior or exterior) to the opposite side (interior or exterior) of the wall.
- wall structures created with the wall system of the present invention do not allow conduction of heat (and transmission of sound, vibration, etc.) through the studs since the studs do not extend from one side to the opposite side.
- having the studs 2 on both sides 12 , 13 without contacting each other, prevents conduction from the one side 12 to the other side 13 through the studs 2 .
- Panel 1 does not have any conductive components passing through the core A from one side 12 to the other side 13 which results in superior insulative properties.
- One of the front rear sides 12 , 13 can have one or more horizontal channels 20 , 22 and/or vertical channels 24 to receive utility runs, such as, for example, electric and plumbing.
- panel 1 has one vertical channel 24 along the interior height of panel 1 and two horizontal channels 20 , 22 along the entire width of the panel 1 .
- the channel 20 can be spaced eighteen inches from top end 26
- channel 22 can be spaced eighteen inches from bottom end 28 .
- the channels 20 , 22 , 24 can have a square cross-sectional shape, and, specifically, can be a 2.5 by 2.5 inch channel.
- the horizontal channels 20 , 22 preferably are made to have a depth into the panel 1 greater than the depth of the groove pairs 8 , 9 and 10 , 11 extending into the panel 1 to prevent the studs 2 from impeding utility runs through the horizontal channels 20 , 22 .
- the horizontal and vertical channels 20 , 22 , 24 and the groove pairs 8 , 9 , 10 , 11 , 14 , 15 , 16 , 17 can be pre-molded with the molding of the core A or cut into the core A after formation of the core A.
- each panel 1 includes a left side 30 and a right side 32 having complementary mating members 34 , 36 such that adjacent panels 1 can interlock or mate to form a continuous wall surface.
- FIG. 5 illustrates two such panels 1 that are joined together in this manner. Notably, this system of interlocking panels creates a continuous insulated barrier.
- the mating members 34 , 36 include complementary L-shaped ends.
- a tongue-and-groove or jigsaw-type mating arrangement could instead be used.
- End panels 1 such as those meeting other panels at a corner, can either be molded to not include the mating members 34 , 36 , or a portion of core A adjacent mating members 34 , 36 can be removed by cutting it with a saw or hot wire, for example.
- the stud 2 can be C-shaped and have legs 40 , 42 extending from base 44 , as shown. Each leg 40 , 42 can have an inwardly extending tab or barb 46 to assist in securing stud 2 to panel 1 .
- the depth or thickness of core A can be about three times greater than the distance the legs 40 , 42 extend from the base 44 .
- the stud 2 can be made from any number of strong, relatively stiff structural materials, such as, for example, metal, plastic or composite materials. In the embodiments shown in FIG. 6 , the stud 2 is formed from about 18 to 20 gauge galvanized steel sheet metal having the dimensions in inches as shown.
- one or more bottom tracks 3 can be secured to a floor, the number of bottom tracks 3 depending on the length to be spanned by the wall structure.
- a panel 1 can be mounted in the bottom track 3 , and fastened thereto using adhesives or fasteners.
- Bottom and top tracks 3 , 4 can receive one or more panels 1 depending on the respective size of the panels 1 and tracks 3 , 4 .
- panel 1 is secured to bottom track 3 by screwing leg members 5 , 6 of bottom track to each stud 2 on each of front and back sides 12 , 13 with sheet metal screws.
- Another panel 1 having studs 2 inserted therein can be mounted in bottom track 3 and the two panels 1 can be brought together that mating member 36 of one panel 1 interlocks or mates with mating members 34 of another panel 1 and secured with screws as previously discussed. This process can continue until the desired length of the wall structure is formed.
- the top track 4 can be secured to the panels 1 in a similar fashion, such as by screwing the leg members 5 , 6 of the top track 4 to each stud 2 on each of the front and back sides 12 , 13 , with sheet metal screws, for example.
- a splice plate 48 can be used to connect one top track 4 to an adjacent top track 4 , as shown.
- the splice plate 48 can be made of any suitably strong and stiff material and secured to the top tracks 4 by known methods, such as, for example, using adhesive bonding or fasteners.
- the dimensions of the splice plate depend on the dimensions of the top track 4 .
- the splice plate 48 is a 4-by-8 inch, 16-gauge steel sheet metal, and is secured to the top track 4 with sheet metal screws.
- FIGS. 10 and 11 show assembly of bottom tracks 3 meeting at a corner and top tracks 4 meeting at a corner, respectively.
- bottom and top tracks 3 , 4 can be overlapped by trimming a portion of an end of tracks 3 , 4 , as shown more clearly in FIG. 10 .
- the overlapped bottom tracks 3 can be secured together and to the floor with bolt or screw passing through both tracks 3 .
- a C-shaped end cap 50 can cover a flat side 52 of corner panel 1 A and be secured to a bottom track 3 and a top track 4 (not shown).
- the end cap 52 can be constructed of any strong stiff material.
- the end cap 52 is made of 20-gauge galvanized steel sheet metal.
- side 13 of panel 1 can be trimmed to size instead of utilizing the separate corner panel 1 A.
- FIG. 13 shows a jamb section 54 that is identical to the panel 1 except for the dimensions of the core A and the dimensions and placement of the studs 2 .
- the jamb section 54 has flat sides 56 , 58 but could be made to include mating members, such as the mating members 34 , 36 , to permit interlocking, described above with respect to the interlocking of the panels 1 .
- One or more jamb sections 54 can be inserted between the panels 1 to create window openings or entrance ways such as doorways. For example, as shown in FIG. 14 , the jamb section 54 is secured to the panels with an
- the headers 60 can be constructed of any strong and stiff material.
- the headers 60 are made of 16-gauge steel sheet metal and secured to panels 1 and studs 2 with sheet metal screws or other known fastening methods.
- a trim track 66 can be used to trim window areas.
- the trim track 66 can have a base plate 68 sized to the window opening and strips 70 , 72 extending perpendicularly from a base plate 68 .
- the strips 70 , 72 can extend beyond the length of the base plate 68 to permit securing of the trim track 66 to panel 1 with screws, or any other suitable fastening method.
- the trim track 66 is made of 20-gauge steel sheet metal and has the dimensions shown.
- the wall system once assembled can be finished on the internal and external surfaces with suitable covering materials along with paint or using other finishing methods.
- the inside surface of the wall system can be finished with dry wall attached thereto with any suitable means.
- Such means can include fasteners such as bolts or screws and/or adhesives.
- the outer surface likewise can be finished with dry wall, concrete sheets, stucco or other covering material, for example.
- Multiple wall systems can be combined to form structures such as a habitable building capable of bearing significant loads and be structurally sound for its intended purpose.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Building Environments (AREA)
- Finishing Walls (AREA)
Abstract
Description
- The present application is related to and claims priority from prior provisional application Ser. No. 61/157,021 filed by Jeffrey A. Black on Mar. 3, 2009, the contents of which are incorporated herein by reference.
- The present invention relates to prefabricated building components, and, more particularly, to a construction system using interlocking panels, the panels including a polymeric insulated core and a steel exoskeleton.
- Recent changes in the construction industry have led to an increased use by builders of prefabricated building components. Despite its many benefits, however, builders have not fully embraced prefabricated building components using alternatives to wood. For example, there has been reluctance to use components made from steel, rather than wood, in the mistaken belief that steel is more costly. However, several studies have actually shown that building a structure using steel costs about the same as using conventional wood framing. Furthermore, another reason that builders have been reluctant to use prefabricated alternatives to wood has been the lack of certification by recognized groups such as the International Code Council (ICC).
- A system for constructing a structure, such as a wall, by assembling a plurality of interlocking panels together, is provided. Each of the panels includes a core made of an insulating material, preferably, expanded polystyrene (EPS). Importantly, the panels include stiffeners (studs) on the outer surfaces; each spaced, preferably to national and international code requirements at 24-inches on center (24″ OC), to form a rigid exoskeleton. Preferably, the studs are made of galvanized steel. Unlike in conventional wood framing, the studs do not extend from the exterior surface to the interior surface. Instead, the studs are each structured as C-shaped supports wherein each stud is inserted into a grove pair cut into the core. Accordingly, conduction across the studs from the exterior to the interior, and vice versa, does not occur because the studs do not extend through the panels.
- Preferably, each of the panels has a top track and a bottom track, these tracks made from steel. Preferably, the bottom panels are attachable to a floor, such as a concrete floor, using suitable fasteners. Preferably, the top tracks are attachable to a ceiling using suitable fasteners. Preferably, the panels can be joined together by fitting complementary L-shaped edges together. However, any suitable mating or attachment method can be used to join adjacent panels. Accordingly, workers can build a wall, for example by connecting a series of panels together, and fastening the bottom and top tracks. Panels can be assembled to form a corner by trimming a portion of a first track to allow a second track to overlap. Preferably, the corner portion is secured to the floor with an additional fastener for extra strength. Preferably, the panels are marked with indicia to assist in assembly of the wall structure and/or identify the maker and/or seller of the wall system.
- A notable feature of the present invention is that each of the panels can have pre-molded (or cut) channels useable to receive utility runs, such as, for example, wires, cables, and plumbing. In one embodiment, each panel has a vertical channel and two horizontal channels along the entire width of the panel. Preferably, the horizontal channels have a depth greater than the depth of the groove pairs holding the studs, so as to prevent the studs from impeding utility runs through the horizontal channels.
- Another notable feature of the present invention is that for added structural support, a splice plate can be used to connect one top track to an adjacent top track. The splice plate can be made of any suitably strong and stiff material and secured to the top tracks by known methods, such as, for example, using adhesive bonding or fasteners. The dimensions of the splice plate depend on the dimensions of the top track.
- Another notable feature of the present invention is that the studs preferably include inwardly extending tabs to assist in securing the studs to the panel.
- Another notable feature of the present invention is that the components used to create each of the panels are made in accordance with ICC and ICBO code requirements.
- Additional components of the present invention include jam sections that can be inserted between the panels to create window openings or entrance ways such as doorways, and trim tracks that can be used to trim window areas.
- These and other aspects, features, and advantages of the present invention will become apparent from the following detailed description of preferred embodiments, which is to be read in connection with the accompanying drawings.
-
FIG. 1 shows an example of a panel useable, in conjunction with other such panels, to construct a structure according to the construction system described herein; -
FIG. 2 shows an example of a bottom track; -
FIG. 3 shows an example of the bottom track ofFIG. 2 fastened to a concrete floor; -
FIG. 4 shows the panel ofFIG. 1 in greater detail; -
FIG. 5 shows an example of interlocking panels; -
FIG. 6 shows an example of a stud attachable to a panel to provide support, including inwardly extending tabs to assist in securing the studs to the panel; -
FIG. 7 shows a close-up detail of grooves formed in the panel core for receiving the studs; -
FIG. 8 shows an embodiment in which panels are secured to a bottom track by screwing leg members of the bottom track to each stud on each of front and back sides the panels with sheet metal screws; -
FIG. 9 shows an example of spice plates being added to the top tracks for added structural support; -
FIG. 10 shows an example of bottom tracks meeting at a corner; -
FIGS. 10 and 11 show assembly of bottom tracks and top tracks meeting at respective corners; -
FIG. 12 shows an example of a C-shaped end cap covering a flat side of a corner panel; -
FIGS. 13 and 14 shows examples of jam sections being installed; -
FIG. 15 shows an example of a trim track being installed; and -
FIGS. 16 and 17 show additional views of the panel. -
FIG. 1 shows an example of apanel 1 useable, in conjunction with othersuch panels 1, to construct a structure. As shown, thepanel 1 includes a plurality of supports, referred to herein asstuds 2, which are made from a rigid material, such as, for example, galvanized steel. Thepanel 1 preferably includes abottom track 3 and atop track 4, as shown. As shown inFIG. 2 , thebottom track 3 can be constructed of a C-shaped, sheet metal having 5, 6 extending upward from a base member 7. Preferably, theleg members top track 4 is identical to thebottom track 3. In a preferred embodiment, thebottom track 3 can be constructed from 16-gauge galvanized steel sheet metal However, it is to be understood that other structurally strong and relatively stiff materials can be used, depending on the desired structural specification of the completed wall. Thebase member 3 can be fastened to a concrete floor slab by any suitable means, such as, for example, using adhesive bonding, fasteners (e.g., expansion bolts, concrete nails, etc.) In the embodiment shown inFIG. 3 , thetrack 3 is secured to a concrete floor using bolts, each bolt secured to the floor using a nut/washer combination. It is understood that the systems and methods of the present disclosure can be used to create other structures such as roofs. In certain cases, fastening of thebottom track 3 to a floor would then not be necessary. -
FIG. 4 shows thepanel 1 in greater detail, according to a preferred embodiment. Thepanel 1 preferably includes a polymer foam insulating core A. In one embodiment, the insulating core A includes an expanded polystyrene (EPS). Fiber reinforcement, such as, for example, carbon fiber, can be added to the polystyrene for added structural strength. Additionally, the core A can include flame retardant components. The insulating core A can be molded in a variety of shapes and sizes and cut to a desired size, by a saw or hot-wire cutting or pre-molded to the desired specifications, for example. In one embodiment, the insulating core A can be pre-molded EPS and can have a height of about 10 feet, a width of about 4 feet, and a thickness of about 6 inches. (SeeFIG. 16 ). The density of the EPS used for the insulating core A can be 1.5 pounds per cubic foot, for example. A notable and distinguishing feature of the present invention is that the components used to create each of the panels are made in accordance with International Code Council (ICC) and ICBO code requirements. - As shown in
FIG. 4 , thepanel 1 can have two spaced apart parallel groove pairs 8, 9 and 10, 11 of afront side 12 along the entire height of thepanel 1, each one of the grove pairs 8, 9 and 10, 11 for receiving arespective stud 2. Similarly, arear side 13 can also include two groove pairs 14, 15 and 16, 17, each one of the grove pairs 14, 15 and 16, 17 for receiving arespective stud 2, as shown. Depending on the structural support desired, thepanel 1 can include more or fewer of thestuds 2. Alternatively, a single channel can be used instead of the groove pairs to receive thestuds 2. The groove pairs 8, 9 and 10, 11 are preferably positioned directly opposite of the respective grooves pairs 14, 15 and 16, 17. Material can be removed from the core A between eachgroove pair 8, 9; 10, 11; 14, 15; and 16, 17 to create recessed areas 18 (also shownFIG. 7 ) so that when thestuds 2 are inserted in the respective groove pairs, eachstud 2 can be flush with the front and 12, 13 of core A.rear sides FIGS. 7 and 17 also shows that core A can be marked withindicia 19 to assist in assembly of the wall structure and/or identify the maker and/or seller of the wall system. - In an embodiment of the present invention, groove pairs are positioned on the
panel 1 so that thestuds 2 are spaced about 24 inches apart from each other. In prior art wall construction, insulating material is placed between studs which extend the depth of the wall. This permits conduction from one side (interior or exterior) to the opposite side (interior or exterior) of the wall. In contrast, wall structures created with the wall system of the present invention do not allow conduction of heat (and transmission of sound, vibration, etc.) through the studs since the studs do not extend from one side to the opposite side. In other words, having thestuds 2 on both 12, 13, without contacting each other, prevents conduction from the onesides side 12 to theother side 13 through thestuds 2.Panel 1 does not have any conductive components passing through the core A from oneside 12 to theother side 13 which results in superior insulative properties. - One of the front
12, 13, depending on which will face the interior of the structure to be constructed, can have one or morerear sides 20, 22 and/orhorizontal channels vertical channels 24 to receive utility runs, such as, for example, electric and plumbing. In one embodiment, shown inFIG. 4 ,panel 1 has onevertical channel 24 along the interior height ofpanel 1 and two 20, 22 along the entire width of thehorizontal channels panel 1. Thechannel 20 can be spaced eighteen inches from top end 26, andchannel 22 can be spaced eighteen inches from bottom end 28. In one embodiment, the 20, 22, 24 can have a square cross-sectional shape, and, specifically, can be a 2.5 by 2.5 inch channel. Thechannels 20, 22 preferably are made to have a depth into thehorizontal channels panel 1 greater than the depth of the groove pairs 8, 9 and 10, 11 extending into thepanel 1 to prevent thestuds 2 from impeding utility runs through the 20, 22. The horizontal andhorizontal channels 20, 22, 24 and the groove pairs 8, 9, 10, 11, 14, 15, 16, 17 can be pre-molded with the molding of the core A or cut into the core A after formation of the core A.vertical channels - Preferably, each
panel 1 includes aleft side 30 and aright side 32 having 34, 36 such thatcomplementary mating members adjacent panels 1 can interlock or mate to form a continuous wall surface.FIG. 5 illustrates twosuch panels 1 that are joined together in this manner. Notably, this system of interlocking panels creates a continuous insulated barrier. In the embodiment shown inFIGS. 4 and 5 , the 34, 36 include complementary L-shaped ends. However, it is to be understood that other suitable interlocking or mating structures can be used. For example, a tongue-and-groove or jigsaw-type mating arrangement could instead be used.mating members End panels 1, such as those meeting other panels at a corner, can either be molded to not include the 34, 36, or a portion of core Amating members 34, 36 can be removed by cutting it with a saw or hot wire, for example.adjacent mating members - Referring to
FIG. 6 , according to an embodiment of the present invention, thestud 2 can be C-shaped and have 40, 42 extending fromlegs base 44, as shown. Each 40, 42 can have an inwardly extending tab orleg barb 46 to assist in securingstud 2 topanel 1. In one embodiment, the depth or thickness of core A can be about three times greater than the distance the 40, 42 extend from thelegs base 44. Thestud 2 can be made from any number of strong, relatively stiff structural materials, such as, for example, metal, plastic or composite materials. In the embodiments shown inFIG. 6 , thestud 2 is formed from about 18 to 20 gauge galvanized steel sheet metal having the dimensions in inches as shown. - To create a wall structure, one or more
bottom tracks 3 can be secured to a floor, the number ofbottom tracks 3 depending on the length to be spanned by the wall structure. Afterstuds 2 have been inserted in the groove pairs of the core A, apanel 1 can be mounted in thebottom track 3, and fastened thereto using adhesives or fasteners. Bottom and 3, 4 can receive one ortop tracks more panels 1 depending on the respective size of thepanels 1 and 3, 4. In the embodiment shown intracks FIG. 8 ,panel 1 is secured tobottom track 3 by screwing 5, 6 of bottom track to eachleg members stud 2 on each of front and back sides 12, 13 with sheet metal screws. Anotherpanel 1 havingstuds 2 inserted therein can be mounted inbottom track 3 and the twopanels 1 can be brought together thatmating member 36 of onepanel 1 interlocks or mates withmating members 34 of anotherpanel 1 and secured with screws as previously discussed. This process can continue until the desired length of the wall structure is formed. - The
top track 4 can be secured to thepanels 1 in a similar fashion, such as by screwing the 5, 6 of theleg members top track 4 to eachstud 2 on each of the front and back sides 12, 13, with sheet metal screws, for example. Referring toFIG. 8 , for added structural support, asplice plate 48 can be used to connect onetop track 4 to an adjacenttop track 4, as shown. Thesplice plate 48 can be made of any suitably strong and stiff material and secured to thetop tracks 4 by known methods, such as, for example, using adhesive bonding or fasteners. The dimensions of the splice plate depend on the dimensions of thetop track 4. In the embodiment shown inFIG. 9 , thesplice plate 48 is a 4-by-8 inch, 16-gauge steel sheet metal, and is secured to thetop track 4 with sheet metal screws. -
FIGS. 10 and 11 show assembly ofbottom tracks 3 meeting at a corner andtop tracks 4 meeting at a corner, respectively. To improve structural strength of the wall structure, bottom and 3, 4 can be overlapped by trimming a portion of an end oftop tracks 3, 4, as shown more clearly intracks FIG. 10 . As also shown inFIG. 10 , the overlappedbottom tracks 3 can be secured together and to the floor with bolt or screw passing through bothtracks 3. - As shown in
FIG. 12 , a C-shapedend cap 50 can cover aflat side 52 of corner panel 1A and be secured to abottom track 3 and a top track 4 (not shown). Theend cap 52 can be constructed of any strong stiff material. In a preferred embodiment, theend cap 52 is made of 20-gauge galvanized steel sheet metal. Alternatively,side 13 ofpanel 1 can be trimmed to size instead of utilizing the separate corner panel 1A. -
FIG. 13 shows ajamb section 54 that is identical to thepanel 1 except for the dimensions of the core A and the dimensions and placement of thestuds 2. Also, in this embodiment, thejamb section 54 has 56, 58 but could be made to include mating members, such as theflat sides 34, 36, to permit interlocking, described above with respect to the interlocking of themating members panels 1. One ormore jamb sections 54 can be inserted between thepanels 1 to create window openings or entrance ways such as doorways. For example, as shown inFIG. 14 , thejamb section 54 is secured to the panels with an - L-shaped
header 60 having perpendicular disposed 62, 62. Themembers headers 60 can be constructed of any strong and stiff material. In one embodiment, theheaders 60 are made of 16-gauge steel sheet metal and secured topanels 1 andstuds 2 with sheet metal screws or other known fastening methods. - Referring to
FIG. 15 , atrim track 66 can be used to trim window areas. Thetrim track 66 can have abase plate 68 sized to the window opening and strips 70, 72 extending perpendicularly from abase plate 68. Thestrips 70, 72 can extend beyond the length of thebase plate 68 to permit securing of thetrim track 66 topanel 1 with screws, or any other suitable fastening method. According to an embodiment of the present invention, thetrim track 66 is made of 20-gauge steel sheet metal and has the dimensions shown. - The wall system once assembled can be finished on the internal and external surfaces with suitable covering materials along with paint or using other finishing methods. In one embodiment, the inside surface of the wall system can be finished with dry wall attached thereto with any suitable means. Such means can include fasteners such as bolts or screws and/or adhesives. The outer surface likewise can be finished with dry wall, concrete sheets, stucco or other covering material, for example.
- Multiple wall systems can be combined to form structures such as a habitable building capable of bearing significant loads and be structurally sound for its intended purpose.
- While this invention has been described in conjunction with the various exemplary embodiments outlined above, it is evident that many alternatives, modifications and variations will be apparent to those skilled in the art. Accordingly, the exemplary embodiments of the invention, as set forth above, are intended to be illustrative, not limiting. Various changes may be made without departing from the spirit and scope of the invention.
Claims (23)
Priority Applications (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US12/715,288 US20100269442A1 (en) | 2009-03-03 | 2010-03-01 | Construction System Using Interlocking Panels |
| EP10749231A EP2404006A1 (en) | 2009-03-03 | 2010-03-02 | Construction system using interlocking panels |
| PCT/US2010/025973 WO2010101955A1 (en) | 2009-03-03 | 2010-03-02 | Construction system using interlocking panels |
| US13/418,849 US20120247038A1 (en) | 2009-03-03 | 2012-03-13 | Construction system using interlocking panels |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US15702109P | 2009-03-03 | 2009-03-03 | |
| US12/715,288 US20100269442A1 (en) | 2009-03-03 | 2010-03-01 | Construction System Using Interlocking Panels |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US13/418,849 Continuation US20120247038A1 (en) | 2009-03-03 | 2012-03-13 | Construction system using interlocking panels |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20100269442A1 true US20100269442A1 (en) | 2010-10-28 |
Family
ID=42709993
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US12/715,288 Abandoned US20100269442A1 (en) | 2009-03-03 | 2010-03-01 | Construction System Using Interlocking Panels |
| US13/418,849 Abandoned US20120247038A1 (en) | 2009-03-03 | 2012-03-13 | Construction system using interlocking panels |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US13/418,849 Abandoned US20120247038A1 (en) | 2009-03-03 | 2012-03-13 | Construction system using interlocking panels |
Country Status (3)
| Country | Link |
|---|---|
| US (2) | US20100269442A1 (en) |
| EP (1) | EP2404006A1 (en) |
| WO (1) | WO2010101955A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013043735A1 (en) * | 2011-09-20 | 2013-03-28 | Iframe Building Solutions, Llc | System and method of manufacture for building panels |
| US20230272612A1 (en) * | 2022-02-25 | 2023-08-31 | United States Gypsum Company | Load bearing wall construction system using hollow structural sections |
Families Citing this family (25)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8555566B2 (en) | 2007-08-06 | 2013-10-15 | California Expanded Metal Products Company | Two-piece track system |
| US10563399B2 (en) | 2007-08-06 | 2020-02-18 | California Expanded Metal Products Company | Two-piece track system |
| US10619347B2 (en) | 2007-08-22 | 2020-04-14 | California Expanded Metal Products Company | Fire-rated wall and ceiling system |
| US8087205B2 (en) | 2007-08-22 | 2012-01-03 | California Expanded Metal Products Company | Fire-rated wall construction product |
| US8671632B2 (en) | 2009-09-21 | 2014-03-18 | California Expanded Metal Products Company | Wall gap fire block device, system and method |
| US10184246B2 (en) | 2010-04-08 | 2019-01-22 | California Expanded Metal Products Company | Fire-rated wall construction product |
| US20120174527A1 (en) * | 2010-12-13 | 2012-07-12 | Dunmow Systems Corporation | Frame construction method and apparatus |
| US8631552B2 (en) * | 2010-12-20 | 2014-01-21 | Sgl Carbon Se | Plate joint for a parts fixture made of carbon fiber composite |
| US12215498B2 (en) | 2012-01-20 | 2025-02-04 | Cemco, Llc | Fire-rated joint system |
| US10077550B2 (en) | 2012-01-20 | 2018-09-18 | California Expanded Metal Products Company | Fire-rated joint system |
| WO2015118484A1 (en) * | 2014-02-05 | 2015-08-13 | Bates Steve | Attachment components for securing portions of a structure with integrated insulation to one another |
| US9879421B2 (en) | 2014-10-06 | 2018-01-30 | California Expanded Metal Products Company | Fire-resistant angle and related assemblies |
| US9752318B2 (en) | 2015-01-16 | 2017-09-05 | California Expanded Metal Products Company | Fire blocking reveal |
| US10000923B2 (en) | 2015-01-16 | 2018-06-19 | California Expanded Metal Products Company | Fire blocking reveal |
| CA2919348A1 (en) * | 2015-01-27 | 2016-07-27 | California Expanded Metal Products Company | Header track with stud retention feature |
| US10753084B2 (en) * | 2018-03-15 | 2020-08-25 | California Expanded Metal Products Company | Fire-rated joint component and wall assembly |
| US10689842B2 (en) | 2018-03-15 | 2020-06-23 | California Expanded Metal Products Company | Multi-layer fire-rated joint component |
| US11162259B2 (en) | 2018-04-30 | 2021-11-02 | California Expanded Metal Products Company | Mechanically fastened firestop flute plug |
| US11111666B2 (en) | 2018-08-16 | 2021-09-07 | California Expanded Metal Products Company | Fire or sound blocking components and wall assemblies with fire or sound blocking components |
| US10914065B2 (en) | 2019-01-24 | 2021-02-09 | California Expanded Metal Products Company | Wall joint or sound block component and wall assemblies |
| US11268274B2 (en) | 2019-03-04 | 2022-03-08 | California Expanded Metal Products Company | Two-piece deflection drift angle |
| US11920343B2 (en) | 2019-12-02 | 2024-03-05 | Cemco, Llc | Fire-rated wall joint component and related assemblies |
| US12454824B2 (en) | 2020-08-19 | 2025-10-28 | Cemco, Llc | Building joint with compressible firestopping component |
| US12607009B2 (en) | 2021-12-27 | 2026-04-21 | Cemco, Llc | Fire-rated gaskets and wall assemblies |
| WO2026036229A1 (en) * | 2024-08-12 | 2026-02-19 | Syntheon Holdings Spa | Adaptable modular construction system or self-structuring panel that is earthquake resistant, comprises insulation and can be handled to produce housing |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4769963A (en) * | 1987-07-09 | 1988-09-13 | Structural Panels, Inc. | Bonded panel interlock device |
| US5799462A (en) * | 1996-07-02 | 1998-09-01 | Craig McKinney | Method and apparatus for lightweight, insulated, structural building panel systems |
| US6701684B2 (en) * | 2002-06-26 | 2004-03-09 | Victor E. Stadter | Construction assemblies |
| US6880304B1 (en) * | 2000-08-23 | 2005-04-19 | Jentec Industries, Inc. | Structural thermal framing and panel system for assembling finished or unfinished walls with multiple panel combinations for poured and nonpoured walls |
| US6892498B1 (en) * | 2001-12-05 | 2005-05-17 | James D. Roman | Interlocking construction system |
| US20050204699A1 (en) * | 2004-03-03 | 2005-09-22 | Rue Jerry R | Insulated structural building truss panel |
| US20060117689A1 (en) * | 2004-11-23 | 2006-06-08 | Shari Howard | Apparatus, system and method of manufacture thereof for insulated structural panels comprising a combination of structural metal channels and rigid foam insulation |
| US20060179737A1 (en) * | 2005-02-14 | 2006-08-17 | Wayne Trundle | Plastic panel hurricane protection system |
| US20080083180A1 (en) * | 2006-10-05 | 2008-04-10 | Kenneth Andrew Miller | Structural insulated panels with a rigid foam core and without thermal bridging |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5893248A (en) * | 1996-09-19 | 1999-04-13 | Beliveau; Jean-Louis | Insulating panel and method for building and insulating a ceiling structure |
| US8752348B2 (en) * | 2005-02-25 | 2014-06-17 | Syntheon Inc. | Composite pre-formed construction articles |
| WO2007106613A2 (en) * | 2006-03-14 | 2007-09-20 | Global Building Systems, Inc. | Building panels with support members extending partially through the panels and method therefor |
| US7797901B2 (en) * | 2007-01-11 | 2010-09-21 | Quality Edge, Inc. | Demountable wall system and method |
-
2010
- 2010-03-01 US US12/715,288 patent/US20100269442A1/en not_active Abandoned
- 2010-03-02 EP EP10749231A patent/EP2404006A1/en not_active Withdrawn
- 2010-03-02 WO PCT/US2010/025973 patent/WO2010101955A1/en not_active Ceased
-
2012
- 2012-03-13 US US13/418,849 patent/US20120247038A1/en not_active Abandoned
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4769963A (en) * | 1987-07-09 | 1988-09-13 | Structural Panels, Inc. | Bonded panel interlock device |
| US4769963B1 (en) * | 1987-07-09 | 1991-09-10 | Republic Bank | |
| US5799462A (en) * | 1996-07-02 | 1998-09-01 | Craig McKinney | Method and apparatus for lightweight, insulated, structural building panel systems |
| US6880304B1 (en) * | 2000-08-23 | 2005-04-19 | Jentec Industries, Inc. | Structural thermal framing and panel system for assembling finished or unfinished walls with multiple panel combinations for poured and nonpoured walls |
| US6892498B1 (en) * | 2001-12-05 | 2005-05-17 | James D. Roman | Interlocking construction system |
| US6701684B2 (en) * | 2002-06-26 | 2004-03-09 | Victor E. Stadter | Construction assemblies |
| US20050204699A1 (en) * | 2004-03-03 | 2005-09-22 | Rue Jerry R | Insulated structural building truss panel |
| US20060117689A1 (en) * | 2004-11-23 | 2006-06-08 | Shari Howard | Apparatus, system and method of manufacture thereof for insulated structural panels comprising a combination of structural metal channels and rigid foam insulation |
| US20060179737A1 (en) * | 2005-02-14 | 2006-08-17 | Wayne Trundle | Plastic panel hurricane protection system |
| US20080083180A1 (en) * | 2006-10-05 | 2008-04-10 | Kenneth Andrew Miller | Structural insulated panels with a rigid foam core and without thermal bridging |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013043735A1 (en) * | 2011-09-20 | 2013-03-28 | Iframe Building Solutions, Llc | System and method of manufacture for building panels |
| US9273462B2 (en) | 2011-09-20 | 2016-03-01 | Iframe Building Solutions, Llc | System and method of manufacture for building panels |
| US20230272612A1 (en) * | 2022-02-25 | 2023-08-31 | United States Gypsum Company | Load bearing wall construction system using hollow structural sections |
| US12352034B2 (en) * | 2022-02-25 | 2025-07-08 | United States Gypsum Company | Load bearing wall construction system using hollow structural sections |
Also Published As
| Publication number | Publication date |
|---|---|
| EP2404006A1 (en) | 2012-01-11 |
| US20120247038A1 (en) | 2012-10-04 |
| WO2010101955A1 (en) | 2010-09-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20100269442A1 (en) | Construction System Using Interlocking Panels | |
| US10273689B2 (en) | Panel and method for fabricating, installing and utilizing a panel | |
| US6729094B1 (en) | Pre-fabricated building panels and method of manufacturing | |
| US20020170250A1 (en) | Wall framing system | |
| US20160237683A1 (en) | Building Panels - Systems Components & Methods | |
| CN107542171B (en) | External heat insulation structure of building | |
| US20140075872A1 (en) | Building Wall Assembly | |
| US20110036046A1 (en) | Insulation Roof or Floor Panels With Deformation Resistant Elements for Composite Insulated Concrete Roof or Floor System and Such System | |
| US10676923B2 (en) | Waterproofing assemblies and prefabricated wall panels including the same | |
| KR20150060107A (en) | Adiabatic concrete connecting structure and constructing method | |
| CN102472042A (en) | A building assembly with a corner profile for an insulating building system | |
| US9725902B1 (en) | Panel and method for fabricating, installing and utilizing a panel | |
| CN110206196A (en) | The connecting joint structure of assembling type partition wall structure and partition wall module and metope | |
| JPH07216980A (en) | Method of assembling bamboo unit house | |
| US20230137437A1 (en) | Column Insulated Beam System and Method of Use | |
| CA2655466A1 (en) | The hybrid sip wall system: structural steel & eps thermal-efficient wall panel pre-fabricated, pre-engineered, expandable polystyrene solid core and steel reinforced exoskeleton wall panel | |
| WO2007082356A1 (en) | Thermal insulating composite panel, method of its production and building structures from such panels | |
| JP5169367B2 (en) | Insulated ceiling | |
| KR101791545B1 (en) | Prefabricating wall for exterior insulation and using the method for constructing outer wall | |
| JP4019166B2 (en) | Novel wall structure material for building and wall construction method using the wall structure material | |
| KR20150046876A (en) | Prefabricated wall panels | |
| US20130167473A1 (en) | Prefabricated structural wall system | |
| KR100671229B1 (en) | Prefabricated | |
| CN110206138A (en) | The connecting joint structure and assembled architecture of wall body module and corner post | |
| US20060283119A1 (en) | Building unit and method of constructing buildings therewith |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| AS | Assignment |
Owner name: GREEN ENGINEERING TECHNOLOGIES, LLC, ARIZONA Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:BLACK, JEFFREY;REEL/FRAME:025721/0145 Effective date: 20100313 |
|
| AS | Assignment |
Owner name: IFRAME BUILDING SOLUTIONS, LLC, ARIZONA Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:GREEN ENGINEERING TECHNOLOGIES, LLC;REEL/FRAME:026773/0023 Effective date: 20110817 |
|
| AS | Assignment |
Owner name: IFRAME BUILDING SOLUTIONS, LLC, ARIZONA Free format text: QUITCLAIM ASSIGNMENT;ASSIGNOR:BLACK, JEFFREY A., MR.;REEL/FRAME:026933/0834 Effective date: 20110919 |
|
| STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |
|
| AS | Assignment |
Owner name: SYNTHEON INC., PENNSYLVANIA Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:IFRAME BUILDING SOLUTIONS, LLC;REEL/FRAME:042920/0168 Effective date: 20170530 |