US20200208397A1 - "l" bracket closed wall connector - Google Patents
"l" bracket closed wall connector Download PDFInfo
- Publication number
- US20200208397A1 US20200208397A1 US16/723,497 US201916723497A US2020208397A1 US 20200208397 A1 US20200208397 A1 US 20200208397A1 US 201916723497 A US201916723497 A US 201916723497A US 2020208397 A1 US2020208397 A1 US 2020208397A1
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- United States
- Prior art keywords
- wall
- fasteners
- apertures
- wall panel
- base
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- 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
- 238000000034 method Methods 0.000 claims abstract description 21
- 238000010276 construction Methods 0.000 description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000009428 plumbing Methods 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/388—Separate connecting elements
-
- E04B1/40—
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/388—Separate connecting elements
- E04B2001/389—Brackets
-
- E04B2001/405—
Definitions
- the present invention relates generally to the art of exterior walls of buildings, and more specifically to an apparatus that secures a wall panel to the building and the method of installation thereof.
- the structural frame of the wall is bolted to the foundation during construction.
- Anchor bolts fixed to the foundation secure the wall forms and other construction portions to the concrete slab foundation.
- anchor bolts are cast-in-place in preset positions, wherein the bolt head is cast into the concrete and the threaded end extends out of the foundation.
- the structural frame of the wall is constructed by securing the bottom plate to the foundation.
- the bottom plate is secured by predrilling holes into the bottom plate. The size and placement of the holes correspond with the position of the anchor bolts.
- the bottom plate is placed flat on the concrete foundation with the threaded ends of the anchor bolts extending up through the holes of the bottom plate.
- the nut of the anchor bolt is screwed onto the bolt threads to secure the bottom plate.
- the remaining exterior wall components are then installed.
- a wall panel may be assembled with the structural frame attached to the wall's interior and exterior components.
- the anchor bolts are no longer accessible to screw the nut onto the anchor bolt threads. Because the threads of the anchor bolts are no longer accessible, there is no way to secure the prefabricated wall panel to the anchor bolt or foundation.
- a closed wall connector comprising an “L” shaped bracket.
- the “L” shaped bracket includes a horizontal leg and a vertical leg.
- the horizontal leg includes a first plurality of apertures.
- the vertical leg includes a second plurality of apertures.
- the closed wall connector also includes a first plurality of fasteners to connect the horizontal leg to a base through the first plurality of apertures, and a second plurality of fasteners to connect the vertical leg to a wall panel through the second plurality of apertures.
- the base may be a floor, a ceiling, or a foundation.
- a wall is also provided.
- the wall includes a closed wall connector and a wall panel including a bottom plate, a top plate, and sheathing.
- the closed wall connector includes the details and embodiments previously discussed.
- the bottom plate, top plate, and/or sheathing of the wall panel are connected to the vertical leg of the closed wall connector with the second plurality of fasteners.
- a method of installing the wall includes receiving the closed wall connector, connecting the horizontal leg of the closed wall connector to a base with a first plurality of fasteners, placing a wall panel onto the horizontal leg and adjacent to the vertical leg of the closed wall connector, and connecting the wall panel to the vertical leg with a second plurality of fasteners.
- the closed wall connector and the wall panel include the details and embodiments previously discussed.
- FIG. 1A is an elevation view of a closed wall connector connected to a floor.
- FIG. 1B is an elevation view of the closed wall connector connected to a foundation.
- FIG. 1C is an elevation view of the closed wall connector connected to a ceiling.
- FIG. 2 is a plan view of the horizontal leg of the closed wall connector shown in FIGS. 1A and 1C .
- FIG. 3 is a plan view of the horizontal leg of the closed wall connector shown in FIG. 1B .
- FIG. 4 is a plan view of the vertical leg of the closed wall connector shown in FIGS. 1A-1C .
- FIG. 5 is an elevation view of a wall panel being placed in two closed wall connectors.
- FIG. 6 is an elevation view of the wall panel connected to the closed wall connectors.
- FIG. 7 is an elevation view of a bottom plate of the wall panel connected to the closed wall connector.
- FIG. 8 is an elevation view of the wall panel connected to the closed wall connector with base boards installed.
- FIG. 9 is a flow chart of a method of installing the closed wall connector and the wall panel.
- a closed wall connector that quickly and easily connects a prefabricated or closed wall panel to the building.
- the closed wall connector includes an “L” shaped bracket.
- the “L” shaped bracket includes a horizontal leg and a vertical leg.
- the horizontal leg includes a first plurality of apertures.
- the vertical leg includes a second plurality of apertures.
- a first plurality of fasteners connects the horizontal leg to a base through the first plurality of apertures.
- the base may be a foundation, floor, or ceiling of a building.
- a second plurality of fasteners connects the vertical leg to a wall panel through the second plurality of fasteners.
- the wall panel may be prefabricated.
- the connector provides a way to connect a prefabricated or closed wall panel to a foundation, floor, or ceiling of a building without accessing the inside of the wall panel.
- a wall is also provided.
- the wall includes a closed wall connector and a wall panel including a bottom plate, a top plate, and sheathing.
- the closed wall connector includes the details and embodiments previously discussed.
- the bottom plate, top plate, and/or sheathing of the wall panel are connected to the vertical leg of the closed wall connector with the second plurality of fasteners.
- a method of installing the wall panel includes receiving the closed wall connector, connecting the horizontal leg of the closed wall connector to a base with a first plurality of fasteners, placing a wall panel onto the horizontal leg and adjacent to the vertical leg of the closed wall connector, and connecting the wall panel to the vertical leg with a second plurality of fasteners.
- the method provides a simple and efficient way to connect a prefabricated or closed wall panel to a foundation, floor, or ceiling, thereby decreasing the time to construct and install an exterior wall of a building and cutting construction costs.
- a closed wall connector 100 is provided.
- the closed wall connector 100 connects a closed wall panel or prefabricated wall panel to a base 250 a , 250 b , 250 c .
- the closed wall connector 100 includes an “L” shaped bracket 200 .
- the “L” shaped bracket 200 includes a vertical leg 210 and a horizontal leg 220 .
- the horizontal leg 220 connects the closed wall connector 100 to the base 250 a , 250 b , 250 c .
- the horizontal leg 220 includes a first plurality of apertures 230 .
- the first plurality of apertures 230 is configured to receive a first plurality of fasteners 240 a , 240 b . As shown in FIGS.
- the horizontal leg 220 is connected to a base 250 a , 250 b , 250 c by a first plurality of fasteners 240 a , 240 b .
- the fasteners 240 a , 240 b connect the horizontal leg 220 to the base 250 a , 250 b through the first plurality of apertures 230 .
- the shank of the fastener 240 a , 240 b extends through the first plurality of apertures 230 into the base 250 a , 250 b , 250 c .
- the head of the first plurality of fasteners 240 a , 240 b is tight against the horizontal leg 220 thereby securing the closed wall connector 100 to the base 250 a , 250 b , 250 c .
- the horizontal leg 220 of the closed wall connector 100 may also include openings (not shown) for mechanical, electrical, and plumbing utilities. The openings allow the mechanical, electrical, and plumbing utilities to run from floor to floor without interference.
- the vertical leg 210 is configured to connect to the closed wall panel. The length of the vertical leg 210 and horizontal leg 220 depend on the size needed to transfer loads from the closed wall panel to the base 250 a , 250 b , 250 c .
- the closed wall connector 100 may be made from galvanized steel, aluminum, or any material with sufficient strength to transfer loads from the closed wall panel to the base 250 a , 250 b , 250 c.
- FIG. 1A is an elevation view of a closed wall connector 100 connected to a floor 250 a .
- a fastener 240 a extends through an aperture 230 in the horizontal leg 220 to connect the closed wall connector 100 to a base 250 a .
- the base 250 a is a floor of a building.
- the first plurality of fasteners 240 a used to connect the horizontal leg 220 to the floor 250 a may be any fasteners, such as screws or nails.
- the fastener 240 a must have properties that allow the loads applied to the closed wall panel to transfer to the floor 250 a.
- FIG. 1B is an elevation view of the closed wall connector 100 connected to a foundation 250 b .
- the base 250 b may be a concrete foundation.
- the first floor closed wall panels are connected to a foundation 250 b .
- the first plurality of fasteners 240 b that connect the horizontal leg 220 to the foundation 250 b may be anchor bolts and nuts.
- the anchor bolt may be a post-installed concrete anchor or the anchor bolt may be a cast-in-place embedded concrete anchor, shown in phantom in FIG. 1B .
- the fastener 240 b must have properties that allow the loads applied to the closed wall panel to transfer to the base 250 b.
- FIG. 1C is an elevation view of the closed wall connector 100 connected to a ceiling 250 c .
- the base 250 c may be a ceiling.
- the fasteners 240 a connect the horizontal leg 220 of the closed wall connector 100 to the ceiling 250 c .
- the first plurality of fasteners 240 a may be any fasteners, such as screws.
- the fastener 240 a must have properties that allow the loads applied to the closed wall panel to transfer to the ceiling 250 c.
- FIG. 2 is a plan view of the horizontal leg 220 of the closed wall connector 100 shown in FIGS. 1A and 1C .
- the width W of the horizontal leg 220 may be approximately the same width as the closed wall panel. Alternatively, the width W of the horizontal leg 220 may be shorter than the closed wall panel and multiple closed wall connectors 100 may be used to connect the closed wall panel to the base 250 a , 250 b , 250 c .
- the plurality of apertures 230 a - n configured to receive fasteners 240 a to connect the horizontal leg 220 to the base 250 a , 250 c are spaced along the horizontal leg 220 . As shown in FIG. 2 , there may be two rows of apertures 230 a - n .
- the horizontal leg 220 may include more or less rows of apertures 230 a - n .
- the spacing and number of apertures 230 a - n correspond with the number of fasteners 240 a needed to secure the closed wall connector 100 to the floor 250 a or ceiling 250 c of a building.
- the spacing and number of apertures 230 a - n correspond with the number of fasteners 240 a needed to transfer loads from the closed wall panel to the floor 250 a or ceiling 250 c .
- the diameter of the apertures 230 a - n corresponds to the diameter of the fastener 240 a.
- FIG. 3 is a plan view of the horizontal leg 220 of the closed wall connector 100 shown in FIG. 1B .
- the plurality of apertures 230 a - n configured to receive fasteners 240 b to connect the horizontal leg 220 to the base or foundation 250 b are spaced along the horizontal leg 220 .
- FIG. 2 shows a single row of apertures 230 a - n
- the horizontal leg 220 may include additional rows.
- the spacing and number of apertures 230 a - n correspond with the number of fasteners or anchor bolts 240 b needed to secure the closed wall connector 100 to the foundation 250 b of a building.
- the spacing and number of apertures 230 a - n correspond with the number of fasteners 240 b needed to transfer loads from the closed wall panel to the foundation 250 b .
- the diameter of the apertures 230 a - n corresponds to the diameter of the anchor bolt 240 b.
- FIG. 4 is a plan view of the vertical leg 210 of the closed wall connector shown 100 in FIGS. 1A-1C .
- the vertical leg 210 of the closed wall connector 100 includes a second plurality of apertures 260 a - n .
- the second plurality of apertures 260 a - n is configured to receive fasteners 242 (not shown in FIG. 4 ).
- the fasteners 242 connect the closed wall panel to the vertical leg 210 .
- FIG. 4 shows a single row of apertures 260 a - n
- the vertical leg 210 may include additional rows.
- the spacing and number of apertures 260 a - n correspond with the number of fasteners 242 needed to secure the closed wall panel to the closed wall connector 100 . Moreover, the spacing and number of apertures 260 a - n correspond with the number of fasteners 242 needed to transfer loads from the closed wall panel to the closed wall connector 100 . The diameter of the apertures 260 a - n corresponds to the diameter of the fasteners 242 .
- FIG. 5 is an elevation view of a wall panel 300 being placed in two closed wall connectors 100 .
- the wall panel 300 may be a prefabricated or pre-assembled, closed wall assembly.
- the wall panel 300 includes at least one bottom plate 310 . Although one bottom plate 310 is shown in FIG. 5 , the wall panel 300 may include two or three bottom plates 310 .
- the wall panel 300 may also include at least one top plate 340 .
- the bottom plate 310 and top plate 340 may be made from any structurally rigid material such as wood 2 ⁇ 4s or aluminum.
- the wall panel 300 also includes sheathing 320 . Additionally, the wall panel 300 may include drywall 330 . As shown in FIG.
- the drywall 330 may be held up from the bottom of the wall panel 300 to facilitate the wall panel 300 and vertical leg 210 connection.
- the drywall 330 may also be held down from the top of the wall panel 300 to facilitate the wall panel 300 and vertical leg 210 connection.
- the drywall 330 may be extended to the bottom of the bottom plate 310 and to the top of the top plate 340 on the non-sheathed side of the wall panel 300 .
- the depth of the “L” shaped bracket 200 may correspond to the depth of the wall panel 300 .
- the “L” shaped bracket 200 may be a continuous bracket the width of the wall panel 300 .
- FIG. 6 is an elevation view of the wall panel 300 connected to the closed wall connectors 100 .
- the sheathing 320 of the wall panel 300 butts up against the vertical leg 210 of the “L” shaped bracket 200 .
- the vertical leg 210 includes the second plurality of apertures 260 .
- a second plurality of fasteners 242 connects the closed wall connector 100 to the wall panel 300 .
- the shank of the fastener 242 extends through the aperture 260 into the wall panel 300 and the head of the fastener 242 is tight against the vertical leg 210 .
- the second plurality of fasteners 242 extends through the second plurality of apertures 260 and through the sheathing 320 and into the bottom plate 310 and/or top plate 340 of the wall panel 300 .
- the plurality of fasteners 242 can be any shear fastener such that the shear load applied to the wall panel 300 is transferred to the closed wall connector 100 and base 250 a , 250 b , 250 c.
- FIG. 7 is an elevation view of a bottom plate 310 of the wall panel 300 connected to the closed wall connector 100 .
- FIG. 7 depicts the bottom plate 310 and sheathing 320 connected to the vertical leg 210 of the closed wall connector 100 , wherein the first plurality of fasteners 240 b is anchor bolts and nuts and the base 250 b is a concrete foundation. Because the end of the anchor bolt and nut may be bulky and protrude up from the horizontal leg 220 of the closed wall connector 100 , the bottom of the bottom plate 310 may be routed out to create a space 350 to fit over the head and nut of the anchor bolts 240 b . The bottom of the bottom plate 310 may have a space 350 to accommodate any type of fastener.
- FIG. 8 is an elevation view of the wall panel 300 connected to the closed wall connector 100 with base boards 400 installed.
- at least one base board 400 may be added to the bottom of the wall panel 300 .
- the base board 400 on the sheathed side of the wall panel 300 covers up the connection to the closed wall connector 100 and encloses or seals up the wall assembly.
- crown molding or trim may be added to the top of the wall panel 300 to cover up the connection with the closed wall connector 100 at the ceiling and enclose or seal up the wall assembly.
- the baseboard or trim provide a finished look by concealing the closed wall connector 100 .
- FIG. 9 is a flow chart of a method of installing the closed wall connector and the wall panel 600 .
- the method 700 includes the step 710 of receiving an “L” shaped bracket 200 .
- the “L” shaped bracket 200 includes the details and embodiments previously described.
- the “L” shaped bracket includes a vertical leg 210 and a horizontal leg 220 .
- the horizontal leg 220 includes a first plurality of apertures 230 and the vertical leg 210 includes a second plurality of apertures 260 .
- the method 600 includes the step 620 of connecting the horizontal leg 220 of the “L” shaped bracket 200 to a base 250 a , 250 b , 250 c .
- the horizontal leg 220 may be connected to the base 250 a , 250 b , 250 c with a first plurality of fasteners 240 a , 240 b through the first plurality of apertures 230 .
- the base 250 a , 250 b , 250 c may be the floor, the concrete foundation, and/or the ceiling.
- the shank of the fastener 240 a , 240 b extends through the aperture 230 and the head or nut of the fastener 240 a , 240 b is tight against the horizontal leg 220 .
- the horizontal leg 220 may be connected by driving, drilling, screwing, or hammering the fastener 240 a , 240 b through the aperture 230 into the base 250 a , 250 b , 250 c , or if the fastener 240 b is a cast in place anchor bolt, the horizontal leg 220 may be connected by sliding the end of the anchor bolt through the aperture 230 and screwing a nut onto the end of the anchor bolt.
- the method 600 includes the step 630 of placing a wall panel 300 against the horizontal leg 220 and adjacent to the vertical leg 210 of the “L” shaped bracket 200 .
- the wall panel 300 is placed in the “L” shaped bracket 200 so that the bottom or top of the wall panel 300 abuts the horizontal leg 220 and the sheathing 320 abuts the vertical leg 210 .
- the wall panel 300 includes the details and embodiments previously described.
- the method 600 also includes the step 640 of connecting the vertical leg 210 of the “L” shaped bracket 200 to the wall panel 300 .
- the wall panel 300 is connected to the vertical leg 210 with a second plurality of fasteners 242 through the second plurality of apertures 260 .
- the second plurality of fasteners 242 extends through the second plurality of apertures 260 and into the sheathing 320 and the bottom plate 310 or the top plate 340 .
- the shank of the fastener 242 extends through the aperture 260 and the head or nut of the fastener 242 is tight against the vertical leg.
- the vertical leg 210 may be connected by driving, drilling, screwing, or hammering the fastener 242 through the aperture 260 into the sheathing 320 and the bottom plate 310 or the top plate 340 .
- the method 600 may also include installing base boards 400 at the bottom of the wall panel 300 .
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Abstract
Description
- This application claims the benefit of U.S. Provisional application No. filed on Dec. 31, 2018 for “L” BRACKET CLOSED WALL CONNECTOR, which is incorporated by reference as if fully set forth.
- The present invention relates generally to the art of exterior walls of buildings, and more specifically to an apparatus that secures a wall panel to the building and the method of installation thereof.
- In a traditionally built exterior building wall, the structural frame of the wall is bolted to the foundation during construction. Anchor bolts fixed to the foundation secure the wall forms and other construction portions to the concrete slab foundation. Most commonly, anchor bolts are cast-in-place in preset positions, wherein the bolt head is cast into the concrete and the threaded end extends out of the foundation. The structural frame of the wall is constructed by securing the bottom plate to the foundation. The bottom plate is secured by predrilling holes into the bottom plate. The size and placement of the holes correspond with the position of the anchor bolts. The bottom plate is placed flat on the concrete foundation with the threaded ends of the anchor bolts extending up through the holes of the bottom plate. The nut of the anchor bolt is screwed onto the bolt threads to secure the bottom plate. The remaining exterior wall components are then installed.
- However, some wall systems are constructed from prefabricate wall panels. A wall panel may be assembled with the structural frame attached to the wall's interior and exterior components. In this case, after the prefabricated wall panel is placed onto the threaded ends of the anchor bolts, the anchor bolts are no longer accessible to screw the nut onto the anchor bolt threads. Because the threads of the anchor bolts are no longer accessible, there is no way to secure the prefabricated wall panel to the anchor bolt or foundation.
- Therefore, there is a need for a device and method to secure prefabricated wall panels to a foundation or base.
- A closed wall connector is provided comprising an “L” shaped bracket. The “L” shaped bracket includes a horizontal leg and a vertical leg. The horizontal leg includes a first plurality of apertures. The vertical leg includes a second plurality of apertures. The closed wall connector also includes a first plurality of fasteners to connect the horizontal leg to a base through the first plurality of apertures, and a second plurality of fasteners to connect the vertical leg to a wall panel through the second plurality of apertures. The base may be a floor, a ceiling, or a foundation.
- A wall is also provided. The wall includes a closed wall connector and a wall panel including a bottom plate, a top plate, and sheathing. The closed wall connector includes the details and embodiments previously discussed. The bottom plate, top plate, and/or sheathing of the wall panel are connected to the vertical leg of the closed wall connector with the second plurality of fasteners.
- A method of installing the wall is also provided. The method includes receiving the closed wall connector, connecting the horizontal leg of the closed wall connector to a base with a first plurality of fasteners, placing a wall panel onto the horizontal leg and adjacent to the vertical leg of the closed wall connector, and connecting the wall panel to the vertical leg with a second plurality of fasteners. The closed wall connector and the wall panel include the details and embodiments previously discussed.
- The foregoing summary, as well as the following detailed description will be better understood when read in conjunction with the appended drawings. For the purpose of illustration, there is shown in the drawings different embodiments. It should be understood, however, that the teachings are not limited to the precise closed wall connector, wall panel, and method shown.
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FIG. 1A is an elevation view of a closed wall connector connected to a floor. -
FIG. 1B is an elevation view of the closed wall connector connected to a foundation. -
FIG. 1C is an elevation view of the closed wall connector connected to a ceiling. -
FIG. 2 is a plan view of the horizontal leg of the closed wall connector shown inFIGS. 1A and 1C . -
FIG. 3 is a plan view of the horizontal leg of the closed wall connector shown inFIG. 1B . -
FIG. 4 is a plan view of the vertical leg of the closed wall connector shown inFIGS. 1A-1C . -
FIG. 5 is an elevation view of a wall panel being placed in two closed wall connectors. -
FIG. 6 is an elevation view of the wall panel connected to the closed wall connectors. -
FIG. 7 is an elevation view of a bottom plate of the wall panel connected to the closed wall connector. -
FIG. 8 is an elevation view of the wall panel connected to the closed wall connector with base boards installed. -
FIG. 9 is a flow chart of a method of installing the closed wall connector and the wall panel. - A closed wall connector that quickly and easily connects a prefabricated or closed wall panel to the building is provided. The closed wall connector includes an “L” shaped bracket. The “L” shaped bracket includes a horizontal leg and a vertical leg. The horizontal leg includes a first plurality of apertures. The vertical leg includes a second plurality of apertures. A first plurality of fasteners connects the horizontal leg to a base through the first plurality of apertures. The base may be a foundation, floor, or ceiling of a building. A second plurality of fasteners connects the vertical leg to a wall panel through the second plurality of fasteners. The wall panel may be prefabricated. The connector provides a way to connect a prefabricated or closed wall panel to a foundation, floor, or ceiling of a building without accessing the inside of the wall panel.
- A wall is also provided. The wall includes a closed wall connector and a wall panel including a bottom plate, a top plate, and sheathing. The closed wall connector includes the details and embodiments previously discussed. The bottom plate, top plate, and/or sheathing of the wall panel are connected to the vertical leg of the closed wall connector with the second plurality of fasteners.
- A method of installing the wall panel is also provided. The method includes receiving the closed wall connector, connecting the horizontal leg of the closed wall connector to a base with a first plurality of fasteners, placing a wall panel onto the horizontal leg and adjacent to the vertical leg of the closed wall connector, and connecting the wall panel to the vertical leg with a second plurality of fasteners. The method provides a simple and efficient way to connect a prefabricated or closed wall panel to a foundation, floor, or ceiling, thereby decreasing the time to construct and install an exterior wall of a building and cutting construction costs.
- As shown in
FIGS. 1A-1C , aclosed wall connector 100 is provided. Theclosed wall connector 100 connects a closed wall panel or prefabricated wall panel to a base 250 a, 250 b, 250 c. Theclosed wall connector 100 includes an “L” shapedbracket 200. The “L” shapedbracket 200 includes avertical leg 210 and ahorizontal leg 220. Thehorizontal leg 220 connects theclosed wall connector 100 to the base 250 a, 250 b, 250 c. Thehorizontal leg 220 includes a first plurality ofapertures 230. The first plurality ofapertures 230 is configured to receive a first plurality offasteners FIGS. 1A-1C , thehorizontal leg 220 is connected to a base 250 a, 250 b, 250 c by a first plurality offasteners fasteners horizontal leg 220 to the base 250 a, 250 b through the first plurality ofapertures 230. The shank of thefastener apertures 230 into the base 250 a, 250 b, 250 c. The head of the first plurality offasteners horizontal leg 220 thereby securing theclosed wall connector 100 to the base 250 a, 250 b, 250 c. Thehorizontal leg 220 of theclosed wall connector 100 may also include openings (not shown) for mechanical, electrical, and plumbing utilities. The openings allow the mechanical, electrical, and plumbing utilities to run from floor to floor without interference. Thevertical leg 210 is configured to connect to the closed wall panel. The length of thevertical leg 210 andhorizontal leg 220 depend on the size needed to transfer loads from the closed wall panel to the base 250 a, 250 b, 250 c. Theclosed wall connector 100 may be made from galvanized steel, aluminum, or any material with sufficient strength to transfer loads from the closed wall panel to the base 250 a, 250 b, 250 c. -
FIG. 1A is an elevation view of aclosed wall connector 100 connected to afloor 250 a. Afastener 240 a extends through anaperture 230 in thehorizontal leg 220 to connect theclosed wall connector 100 to a base 250 a. InFIG. 1A , the base 250 a is a floor of a building. The first plurality offasteners 240 a used to connect thehorizontal leg 220 to thefloor 250 a may be any fasteners, such as screws or nails. Thefastener 240 a must have properties that allow the loads applied to the closed wall panel to transfer to thefloor 250 a. -
FIG. 1B is an elevation view of theclosed wall connector 100 connected to afoundation 250 b. As shown inFIG. 1B , the base 250 b may be a concrete foundation. The first floor closed wall panels are connected to afoundation 250 b. In this embodiment, the first plurality offasteners 240 b that connect thehorizontal leg 220 to thefoundation 250 b may be anchor bolts and nuts. The anchor bolt may be a post-installed concrete anchor or the anchor bolt may be a cast-in-place embedded concrete anchor, shown in phantom inFIG. 1B . Thefastener 240 b must have properties that allow the loads applied to the closed wall panel to transfer to the base 250 b. -
FIG. 1C is an elevation view of theclosed wall connector 100 connected to aceiling 250 c. As shown inFIG. 1C , the base 250 c may be a ceiling. In this embodiment, thefasteners 240 a connect thehorizontal leg 220 of theclosed wall connector 100 to theceiling 250 c. Like the embodiment shown in 1A, the first plurality offasteners 240 a may be any fasteners, such as screws. Thefastener 240 a must have properties that allow the loads applied to the closed wall panel to transfer to theceiling 250 c. -
FIG. 2 is a plan view of thehorizontal leg 220 of theclosed wall connector 100 shown inFIGS. 1A and 1C . The width W of thehorizontal leg 220 may be approximately the same width as the closed wall panel. Alternatively, the width W of thehorizontal leg 220 may be shorter than the closed wall panel and multipleclosed wall connectors 100 may be used to connect the closed wall panel to the base 250 a, 250 b, 250 c. The plurality ofapertures 230 a-n configured to receivefasteners 240 a to connect thehorizontal leg 220 to the base 250 a, 250 c are spaced along thehorizontal leg 220. As shown inFIG. 2 , there may be two rows ofapertures 230 a-n. AlthoughFIG. 2 depicts two rows ofapertures 230 a-n, thehorizontal leg 220 may include more or less rows ofapertures 230 a-n. The spacing and number ofapertures 230 a-n correspond with the number offasteners 240 a needed to secure theclosed wall connector 100 to thefloor 250 a orceiling 250 c of a building. Moreover, the spacing and number ofapertures 230 a-n correspond with the number offasteners 240 a needed to transfer loads from the closed wall panel to thefloor 250 a orceiling 250 c. The diameter of theapertures 230 a-n corresponds to the diameter of thefastener 240 a. -
FIG. 3 is a plan view of thehorizontal leg 220 of theclosed wall connector 100 shown inFIG. 1B . The plurality ofapertures 230 a-n configured to receivefasteners 240 b to connect thehorizontal leg 220 to the base orfoundation 250 b are spaced along thehorizontal leg 220. As shown inFIG. 2 , there may be a single row ofapertures 230 a-n. AlthoughFIG. 2 shows a single row ofapertures 230 a-n, thehorizontal leg 220 may include additional rows. The spacing and number ofapertures 230 a-n correspond with the number of fasteners oranchor bolts 240 b needed to secure theclosed wall connector 100 to thefoundation 250 b of a building. Moreover, the spacing and number ofapertures 230 a-n correspond with the number offasteners 240 b needed to transfer loads from the closed wall panel to thefoundation 250 b. The diameter of theapertures 230 a-n corresponds to the diameter of theanchor bolt 240 b. -
FIG. 4 is a plan view of thevertical leg 210 of the closed wall connector shown 100 inFIGS. 1A-1C . Thevertical leg 210 of theclosed wall connector 100 includes a second plurality ofapertures 260 a-n. The second plurality ofapertures 260 a-n is configured to receive fasteners 242 (not shown inFIG. 4 ). The fasteners 242 connect the closed wall panel to thevertical leg 210. As shown inFIG. 4 , there may be a single row ofapertures 260 a-n. AlthoughFIG. 4 shows a single row ofapertures 260 a-n, thevertical leg 210 may include additional rows. The spacing and number ofapertures 260 a-n correspond with the number of fasteners 242 needed to secure the closed wall panel to theclosed wall connector 100. Moreover, the spacing and number ofapertures 260 a-n correspond with the number of fasteners 242 needed to transfer loads from the closed wall panel to theclosed wall connector 100. The diameter of theapertures 260 a-n corresponds to the diameter of the fasteners 242. -
FIG. 5 is an elevation view of awall panel 300 being placed in twoclosed wall connectors 100. Thewall panel 300 may be a prefabricated or pre-assembled, closed wall assembly. Thewall panel 300 includes at least onebottom plate 310. Although onebottom plate 310 is shown inFIG. 5 , thewall panel 300 may include two or threebottom plates 310. Thewall panel 300 may also include at least onetop plate 340. Thebottom plate 310 andtop plate 340 may be made from any structurally rigid material such as wood 2×4s or aluminum. Thewall panel 300 also includessheathing 320. Additionally, thewall panel 300 may includedrywall 330. As shown inFIG. 5 , thedrywall 330 may be held up from the bottom of thewall panel 300 to facilitate thewall panel 300 andvertical leg 210 connection. Thedrywall 330 may also be held down from the top of thewall panel 300 to facilitate thewall panel 300 andvertical leg 210 connection. Thedrywall 330 may be extended to the bottom of thebottom plate 310 and to the top of thetop plate 340 on the non-sheathed side of thewall panel 300. As shown inFIG. 5 , the depth of the “L” shapedbracket 200 may correspond to the depth of thewall panel 300. The “L” shapedbracket 200 may be a continuous bracket the width of thewall panel 300. -
FIG. 6 is an elevation view of thewall panel 300 connected to theclosed wall connectors 100. As shown inFIG. 6 , thesheathing 320 of thewall panel 300 butts up against thevertical leg 210 of the “L” shapedbracket 200. Thevertical leg 210 includes the second plurality ofapertures 260. A second plurality of fasteners 242 connects theclosed wall connector 100 to thewall panel 300. The shank of the fastener 242 extends through theaperture 260 into thewall panel 300 and the head of the fastener 242 is tight against thevertical leg 210. The second plurality of fasteners 242 extends through the second plurality ofapertures 260 and through thesheathing 320 and into thebottom plate 310 and/ortop plate 340 of thewall panel 300. The plurality of fasteners 242 can be any shear fastener such that the shear load applied to thewall panel 300 is transferred to theclosed wall connector 100 andbase -
FIG. 7 is an elevation view of abottom plate 310 of thewall panel 300 connected to theclosed wall connector 100.FIG. 7 depicts thebottom plate 310 andsheathing 320 connected to thevertical leg 210 of theclosed wall connector 100, wherein the first plurality offasteners 240 b is anchor bolts and nuts and the base 250 b is a concrete foundation. Because the end of the anchor bolt and nut may be bulky and protrude up from thehorizontal leg 220 of theclosed wall connector 100, the bottom of thebottom plate 310 may be routed out to create aspace 350 to fit over the head and nut of theanchor bolts 240 b. The bottom of thebottom plate 310 may have aspace 350 to accommodate any type of fastener. -
FIG. 8 is an elevation view of thewall panel 300 connected to theclosed wall connector 100 withbase boards 400 installed. As shown inFIG. 8 , at least onebase board 400 may be added to the bottom of thewall panel 300. Thebase board 400 on the sheathed side of thewall panel 300 covers up the connection to theclosed wall connector 100 and encloses or seals up the wall assembly. Although not shown, crown molding or trim may be added to the top of thewall panel 300 to cover up the connection with theclosed wall connector 100 at the ceiling and enclose or seal up the wall assembly. The baseboard or trim provide a finished look by concealing theclosed wall connector 100. -
FIG. 9 is a flow chart of a method of installing the closed wall connector and thewall panel 600. The method 700 includes the step 710 of receiving an “L” shapedbracket 200. The “L” shapedbracket 200 includes the details and embodiments previously described. In particular, the “L” shaped bracket includes avertical leg 210 and ahorizontal leg 220. Thehorizontal leg 220 includes a first plurality ofapertures 230 and thevertical leg 210 includes a second plurality ofapertures 260. - The
method 600 includes thestep 620 of connecting thehorizontal leg 220 of the “L” shapedbracket 200 to a base 250 a, 250 b, 250 c. Thehorizontal leg 220 may be connected to the base 250 a, 250 b, 250 c with a first plurality offasteners apertures 230. The base 250 a, 250 b, 250 c may be the floor, the concrete foundation, and/or the ceiling. The shank of thefastener aperture 230 and the head or nut of thefastener horizontal leg 220. Thehorizontal leg 220 may be connected by driving, drilling, screwing, or hammering thefastener aperture 230 into the base 250 a, 250 b, 250 c, or if thefastener 240 b is a cast in place anchor bolt, thehorizontal leg 220 may be connected by sliding the end of the anchor bolt through theaperture 230 and screwing a nut onto the end of the anchor bolt. - The
method 600 includes thestep 630 of placing awall panel 300 against thehorizontal leg 220 and adjacent to thevertical leg 210 of the “L” shapedbracket 200. Thewall panel 300 is placed in the “L” shapedbracket 200 so that the bottom or top of thewall panel 300 abuts thehorizontal leg 220 and thesheathing 320 abuts thevertical leg 210. Thewall panel 300 includes the details and embodiments previously described. - The
method 600 also includes thestep 640 of connecting thevertical leg 210 of the “L” shapedbracket 200 to thewall panel 300. Thewall panel 300 is connected to thevertical leg 210 with a second plurality of fasteners 242 through the second plurality ofapertures 260. As previously described, the second plurality of fasteners 242 extends through the second plurality ofapertures 260 and into thesheathing 320 and thebottom plate 310 or thetop plate 340. The shank of the fastener 242 extends through theaperture 260 and the head or nut of the fastener 242 is tight against the vertical leg. Thevertical leg 210 may be connected by driving, drilling, screwing, or hammering the fastener 242 through theaperture 260 into thesheathing 320 and thebottom plate 310 or thetop plate 340. Themethod 600 may also include installingbase boards 400 at the bottom of thewall panel 300. - Having thus described in detail a preferred selection of embodiments of the present invention, it is to be appreciated and will be apparent to those skilled in the art that many physical changes could be made to the closed wall connector, the wall, and the method without altering the inventive concepts and principles embodied therein. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore to be embraced therein.
Claims (20)
Priority Applications (1)
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US16/723,497 US20200208397A1 (en) | 2018-12-31 | 2019-12-20 | "l" bracket closed wall connector |
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US201862786859P | 2018-12-31 | 2018-12-31 | |
US16/723,497 US20200208397A1 (en) | 2018-12-31 | 2019-12-20 | "l" bracket closed wall connector |
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US20200208397A1 true US20200208397A1 (en) | 2020-07-02 |
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US16/723,497 Abandoned US20200208397A1 (en) | 2018-12-31 | 2019-12-20 | "l" bracket closed wall connector |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
USD918019S1 (en) * | 2019-09-20 | 2021-05-04 | Connect-Ez, Llc | Metal shear connector structure for adjacent concrete panels |
US11598084B2 (en) | 2019-09-20 | 2023-03-07 | Connect-Ez, Llc | Metal shear connector structure for adjacent concrete panels |
-
2019
- 2019-12-20 US US16/723,497 patent/US20200208397A1/en not_active Abandoned
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
USD918019S1 (en) * | 2019-09-20 | 2021-05-04 | Connect-Ez, Llc | Metal shear connector structure for adjacent concrete panels |
US11598084B2 (en) | 2019-09-20 | 2023-03-07 | Connect-Ez, Llc | Metal shear connector structure for adjacent concrete panels |
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