US20120233950A1 - Concrete wall systems and methods and spacers therefor - Google Patents
Concrete wall systems and methods and spacers therefor Download PDFInfo
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- US20120233950A1 US20120233950A1 US13/050,472 US201113050472A US2012233950A1 US 20120233950 A1 US20120233950 A1 US 20120233950A1 US 201113050472 A US201113050472 A US 201113050472A US 2012233950 A1 US2012233950 A1 US 2012233950A1
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- Prior art keywords
- wall
- panels
- concrete
- spacers
- spacer
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2002/867—Corner details
Definitions
- This invention relates generally to concrete wall systems, methods for making concrete wall systems, and spacers used in concrete wall systems.
- Australian Patent Application No. 2000101212 discloses another type of concrete wall that comprises an opposing pair of formwork boards and a plurality of wall spacers located between the formwork boards. Reinforcing bars are placed through respective openings formed in the spacers, and the cavity between the formwork boards is then filled with concrete. The formwork boards remain in place, acting as the finished internal or external wall surface.
- Australian Patent Application No. 2000101212 has several drawbacks. For instance, the spacers are box-shaped and thus occupy a considerable volume when packed for shipping, thereby resulting in relatively high shipping cost. Australian Patent Application No. 2000101212 also does not disclose techniques for efficiently assembling the formwork boards and spacers. Nor does Australian Patent Application No. 2000101212 teach how to build high structures or columns or efficiently incorporate electrical conduits and the like within the pre-filled wall prior to pouring concrete.
- the present invention provides a concrete wall system comprising first and second opposing wall panels and a plurality of spacers disposed between the first and second wall panels.
- a plurality of reinforcing bars is placed between the first and second wall panels and supported by the spacers, and a concrete core is disposed between the first and second wall panels such that the spacers and the reinforcing bars are embedded in the concrete core.
- Each one of the spacers has a cup-like body defining a closed first end and an open second end with a flange formed on the second end.
- the spacer bodies are tapered so that the spacers are stackable.
- FIG. 1 is a perspective view of a first embodiment of a spacer for positioning two opposing wall panels relative to one another.
- FIG. 2 is a cross-sectional view of the spacer taken along line 2 - 2 of FIG. 1
- FIG. 3 is a perspective view (in partial cut-away) of a concrete wall system.
- FIG. 4 is a cross-sectional view of a portion of the concrete wall system of FIG. 3 .
- FIG. 5 is a perspective view of a portion of a building constructed with concrete wall systems.
- FIG. 6 is a perspective view of an integrated concrete column.
- FIG. 7 is a diagram depicting a process for making shell assemblies for concrete wall systems.
- the present invention includes integrated concrete wall systems that comprise two opposing wall panels separated by a plurality of spacers and a concrete core located between the two wall panels.
- the spacers position the two wall panels relative to one another. Specifically, the spacers maintain the two wall panels parallel to one another and spaced apart a particular distance to insure that the resulting wall system has a uniform and desired thickness.
- the spacers are also adapted to support reinforcing bars, as well as other items such as electrical conduit, in place between the wall panels before the concrete is poured into the inter-panel space.
- FIGS. 1 and 2 show one embodiment of a spacer 10 for use in a concrete wall system.
- the spacer 10 comprises a cup-like body 12 having a closed end 14 , an open end 16 and an interior that defines a hollow cavity.
- the body 12 is shown in the drawings as having a box-shaped configuration by way of example, but it should be noted that other shapes (such as a circular cross-section) are possible.
- the body 12 comprises four side walls 18 joined together in mutually orthogonal fashion to define four corners. Each side wall 18 is joined to a rectangular base piece 20 at the closed end 14 of the body 12 .
- the body 12 includes a rectangular flange 22 formed along the perimeter thereof at the open end 16 .
- the rectangular flange 22 extends outward from each of the four side walls 18 and is substantially parallel to the base piece 20 .
- the exterior or outwardly-facing surface of the base piece 20 can be attached to the one of the wall panels, and the outwardly-facing surface of the flange 22 can be attached to the other wall panel. These surfaces can be attached via any suitable means, such as adhesive or the like. Because the flange 22 and the base piece 20 are substantially parallel, an attached spacer 10 functions to maintain the opposing wall panels in parallel relation and at the desired spacing (which is determined by the length of the spacer 10 ).
- the body 12 includes an opening 24 formed in each one of the four side walls 18 for receiving reinforcing bars (vertical and horizontal) as well as other items such as electrical conduit. As described in more detail below, a number of spacers 10 are deployed to hold the reinforcing bars in the proper positions during construction of a concrete wall system.
- the body 12 is tapered with the four side walls 18 converging slightly so that the cross-sectional area of the closed end 14 is smaller than the cross-sectional area of the open end 16 .
- the tapered configuration and hollow cavity of the body 12 make the spacer 10 stackable; that is, multiple spacers 10 can be stacked together. This stackable spacer configuration greatly reduces packing and shipping costs as large volumes of the spacers can be packed and shipped in a minimum of space.
- the spacers 10 can be made as a one-piece construction, such as with an injection molding process. Injection molding is highly automated, and the spacers 10 can be molded and stacked as they are produced, which further lowers packing costs.
- the spacers 10 can be made of any suitable material, including plastic. Plastic materials are generally lightweight and will not corrode when set in concrete.
- the concrete wall system 30 shows a first wall panel 32 and an opposing second panel wall 34 (shown partially cut-away in FIG. 3 ) arranged in parallel, spaced-apart relation so as to define an inter-panel space 36 therebetween.
- the bottom portion of each wall panel 32 , 34 abuts a corresponding side of a channel 38 that is attached to the floor and is typically made of metal.
- the wall panels 32 , 34 are secured to the channel 38 by any suitable fastener 40 . While the panels 32 , 34 could be placed inside the channel 38 , they are preferably positioned externally of the channel 38 , as depicted in the drawings, so as to present a continuous surface finish.
- a plurality of spacers 10 is disposed in the inter-panel space 36 between the first and second wall panels 32 , 34 .
- the base piece 20 of each spacer 10 is attached to the first wall panel 32
- the flange 22 of each spacer 10 is attached to the second wall panel 34 in any suitable manner.
- the base pieces 20 and the flanges 22 can be attached to the respective wall panels using a fast-drying urethane glue.
- the spacers 10 are arranged in a grid-like layout of vertical columns and horizontal rows. The number and spacing of the spacers 10 will depend on the structural design.
- spacers 10 For example, about forty spacers 10 would typically be equidistantly spaced on a four-foot by ten-foot panel as would be used for most home or commercial construction.
- This assemblage of the first and second wall panels 32 , 34 and the spacers 10 referred to hereinafter as the shell assembly, is typically made at a factory and then transported to the construction site. At the construction site, the shell assembly is slip fit over its floor channel 38 and the wall panels 32 , 34 are fastened thereto as described above. Reinforcing bars are then interlaced with the spacers 10 .
- a vertically-extending reinforcing bar 42 is placed to extend through the openings 24 formed in the horizontally-oriented side walls 18 of each column of spacers 10
- a horizontally-extending reinforcing bar 44 is placed to extend through the openings 24 formed in the vertically-oriented side walls 18 of each row of spacers 10 .
- the concrete wall system 30 is completed by pouring concrete into the inter-panel space 36 of the shell assembly.
- the concrete cures and forms a concrete core 46 (shown in FIG. 4 ) that provides structural integrity to the concrete wall system 30 .
- the spacers 10 and the reinforcing bars 42 , 44 are embedded in the concrete core 46 .
- the two wall panels 32 , 34 remain and function as the inner and outer wall surfaces of the concrete wall system 30 .
- FIG. 5 a portion of a building constructed with the concrete wall systems is depicted.
- FIG. 5 shows a corner of a building formed by two concrete wall systems 30 A, 30 B arranged perpendicularly to one another.
- Each concrete wall system 30 A, 30 B includes a floor channel (not shown in FIG. 5 ), and a shell assembly comprising a first or inner wall panel 32 and a second or outer wall panel 34 arranged in parallel, spaced-apart relation with the inner wall panel 32 so as to define the inter-panel space 36 therebetween.
- the wall panels 32 , 34 can be made from any suitable materials approved by the structural engineer and meeting applicable fire and building codes.
- the inner wall panels 32 could comprise any wood (e.g., plywood or other composition board material), composite material or the like having adequate strength for attaching the spacers 10 and retaining the poured concrete.
- the outer wall panels 34 could comprise a board of an insulating material (such as polyurethane (PU) closed-cell foam or expanded polystyrene (EPS)) having an outer finish surface of wood, metal or plastic clad thereto.
- PU polyurethane
- EPS expanded polystyrene
- Pre-finished outer wall panels 34 with an insulating foam board would provide thermal insulation for the building, thereby eliminating the need for a separate layer of insulation and consequently saving labor costs and speeding up overall construction time.
- Any number of exterior sidings, including horizontal or vertical metal clad sidings, can be applied to the outer surface of the insulating foam board using pressure sensitive adhesives.
- foam panels can be purchased pre-finished with vacuum bag applied exterior sidings such as aluminum and steel.
- tape adhesives can be used and can withstand temperatures to 200 F. Concrete adheres well to PU foam, which has an R-value of 6.5 per inch compared to an R-value of 4 per inch for EPS foam.
- the concrete wall systems 30 A, 30 B could be provided with a third wall panel (not shown) arranged in parallel, spaced-apart relation outside of the outer wall panels 34 (which would thus become intermediate wall panels). The spaces between these sets of panels would be filled with insulating material.
- Each concrete wall system 30 A, 30 B further includes a plurality of spacers disposed in the inter-panel space 36 between the wall panels 32 , 34 .
- One of the wall systems 30 A uses the tapered, cup-like spacers 10 shown in FIGS. 1 and 2 .
- the other wall system 30 B uses a plurality of alternative spacers 48 .
- the alternative spacers 48 can be custom made from a length of PVC pipe 50 having a thin end cap 52 secured to each end thereof.
- the outer surfaces of the end caps 52 present surfaces that can be attached to the respective wall panel 32 , 34 by any suitable means, such as adhesive or the like.
- the PVC pipe 50 is provided with several openings 54 spaced around the circumference thereof so as to be aligned in pairs for receiving reinforcing bars (vertical and horizontal) as well as other items such as electrical conduit.
- the alternative spacers 48 can be custom cut to length and generally would be used for thicker walls and columns.
- the construction further includes a corner assembly 56 , described in more detail below, which connects the two perpendicular concrete wall systems 30 A, 30 B and completes the building corner.
- a corner assembly 56 Prior to installing the corner assembly 56 , the vertical and horizontal reinforcing bars 42 , 44 are interlaced with the spacers 10 / 48 .
- electrical conduit 58 can be installed by insertion through the openings 24 / 54 of selected spacers 10 / 48 .
- additional spacers 10 / 48 are located between columns and rows of spacers 10 / 48 that hold vertical and horizontal reinforcing bars 42 , 44 in order to support electrical conduit 58 at a desired height or heights.
- each such additional spacer is centered between a two adjacent columns of reinforcing bar-holding spacers and between two adjacent rows of reinforcing bar-holding spacers.
- Openings for doors and windows can be zip cut in the shell assemblies at the factory where they are made or on site, with pre-assembled rough opening spacers (not shown) inserted and fastened in place to the wall panels prior to pouring concrete.
- the corner assembly 56 comprises two corner pieces 60 joined together at a 90 degree angle and two pre-glued strips 62 that are used to attach the corner pieces 60 to the corresponding outer wall panels 34 once the reinforcing bars 42 , 44 and conduit 58 are all installed.
- the corner pieces 60 and the pre-glued strips 62 would be used with fiber cement panels, which are chamfered on the outer edges to apply finishing tape for application of other finish coatings.
- outer wall panels 34 have insulating foam thickness pre-applied inside, a slot would be cut in the foam adjacent to the inside surface of each wall panel to accommodate the pre-glued strips 62 .
- Any number of combinations of wall panels 32 , 34 can be used providing they are engineer approved for the particular construction system.
- junction boxes 64 can be installed prior to the pour of concrete into inter-panel space 36 .
- junction boxes 64 can be installed. Because junction boxes are located at an engineered height from the floor, the conduit 58 is placed at this height. Junction box panel openings can thus be rotary zip cut into the inner wall panel 32 anywhere along the conduit length, and the conduit 58 is cut to produce a gap equal to the exact outside width of the junction box 64 and aligned with the junction box panel opening.
- Glue is applied to the fittings 66 formed in the sides of the junction box 64 , and the junction box 64 is then inserted into the opening in the inner wall panel 32 and the gap in the conduit 58 such that tabs 68 on the junction box abut the inner wall panel 32 .
- Conduit that does not have a well-defined location can have junction boxes and fittings pre-installed as wall panels are set, which, with location rough-marked on the inner wall panel 32 and/or with a iron washer (not shown) taped to the inside a plastic junction box, can also be quickly and exactly located later with a magnet to rotary zip cut the junction box opening into the inner wall panel 32 .
- Channels (not shown in FIG. 5 ) for positioning inner and outer wall panels would be secured to poured concrete floors, with the slip fit of panels over the pre-installed channel and fastened though the outside of the panel to the channel to hold in the concrete from the pour. All panel walls are buttressed as needed before filing with concrete to maintain the desired position. Straight, angled, curved, or irregular wall panel configurations are possible.
- the wall panels can also be tilted or positioned at an angle, such as for decoration or special architectural effect.
- the column 70 is a specialized concrete wall system that comprises four panels 72 - 75 arranged in mutually orthogonal fashion to form a rectangular configuration.
- the first and third panels 72 , 74 are arranged parallel to each other, and the second and fourth panels 73 , 75 are arranged parallel to each other.
- Adjacent panels 72 - 75 are joined together with pre-glued corner pieces 76 that are set in place and the whole assembly is banded together (not shown) for glue drying so as to maintain the integrity and dimensions of the assembly prior to filling with concrete.
- Two spacers 48 (of the alternate type described above) extend horizontally between the first and third panels 72 , 74 .
- Each spacer 48 comprises a length of PVC pipe 50 having a thin end cap 52 secured to each end thereof. Horizontal reinforcing bars 44 are inserted lengthwise in the PVC pipe 50 prior to securing the end caps 52 .
- the outer surface of each end cap 52 is attached to the respective panel 72 , 74 by any suitable means, such as adhesive or the like.
- Vertical reinforcing bars 42 are inserted through openings 54 in the PVC pipe 50 and tied to the horizontal reinforcing bars 44 .
- the openings 54 are larger than the reinforcing bars 42 in order to receive the reinforcing bars 42 and still have clearance to allow the PVC pipe 50 to fill with concrete.
- the amount and size of the vertical and horizontal reinforcing bars 42 , 44 depends on the size of the column 70 with as many horizontal layers of reinforcing bars 44 as needed to meet code.
- Each layer of spacers 48 and horizontal reinforcing bars 44 would be shifted 90 degrees with respect to its adjacent layers. In other words, the layer of spacers 48 and horizontal reinforcing bars 44 located directly below the layer shown in FIG. 6 would be rotated 90 degrees so that the spacers 48 extend between, and are attached to, the second and fourth panels 73 , 75 .
- FIG. 7 is a diagram depicting how shell assemblies for concrete wall systems can be economically assembled at a factory or the like for future field assembly of concrete wall systems at a construction site.
- the first step is to shear the panels to size at a station 80 .
- the panels are conveyed to the next station 82 via rollers 84 located between stations 80 and 82 . Although not shown, there are similar rollers located between all of the subsequent stations. If fiber cement panels are used, the next station 82 provides a radial saw for cutting and removing a small amount of panel material at the edges thereof, to accommodate adding tape and joint compound for finishing wall joints flat on the exposed sides of the panels.
- the next station 86 provides a template positioned onto a panel to facilitate placing spacers.
- Glue is then applied at the next station 88 and panels sandwiched together as needed. As previously noted, there could be two panels joined together or as many as three panels making two spaces, one for concrete and one for insulation.
- the assembled panels are then conveyed to the next station 90 to be clamped and compressed until the glue sets. After removing from the clamp assembly, the assembled panels can be further processed by installing window and door rough opening inserts and then delivered to the job site for final assembly prior to pouring concrete.
- wall system thickness at the ground floor will start at a relative thick value, say twelve inches thick.
- the wall system thickness will be gradually reduced for higher and higher floors, such as to ten inches, then to eight inches, then to six inches, then to four inches thick per the structural engineer's design for a twenty-four story building, for example, to create an earthquake and fire proof building of high quality.
- stackable spacers could be mass produced at the various widths and panel assemblies fit over and secured to the standard width channels that are attached to the concrete floors at each story to accommodate securing and lining up panels for pouring concrete.
- PVC fabricated spacers could also be produced as necessary for thicker starting walls.
- either PU or EPS insulated foam board outer panel can be used, or a second outside insulating space can be created with a third panel and filled with approved insulating materials to construct a strong, airtight structure enabling good air quality control and being well insulated. Everything combines to make highly energy efficient, quality buildings.
Abstract
A concrete wall system includes first and second opposing wall panels and a plurality of spacers disposed between the first and second wall panels. A plurality of reinforcing bars is placed between the first and second wall panels and supported by the spacers, and a concrete core is disposed between the first and second wall panels such that the spacers and the reinforcing bars are embedded in the concrete core. Each one of the spacers has a cup-like body defining a closed first end and an open second end with a flange formed on the second end. The spacer bodies are tapered so that the spacers are stackable.
Description
- This invention relates generally to concrete wall systems, methods for making concrete wall systems, and spacers used in concrete wall systems.
- Many structures and buildings are made with concrete walls. Traditionally, this type of construction involves setting up forms, pouring concrete between the forms, and then removing the forms after the concrete hardens. It is also common to utilize reinforcing bars (commonly referred to as “rebar”) in the concrete.
- Australian Patent Application No. 2000101212 discloses another type of concrete wall that comprises an opposing pair of formwork boards and a plurality of wall spacers located between the formwork boards. Reinforcing bars are placed through respective openings formed in the spacers, and the cavity between the formwork boards is then filled with concrete. The formwork boards remain in place, acting as the finished internal or external wall surface.
- The concept disclosed by Australian Patent Application No. 2000101212 has several drawbacks. For instance, the spacers are box-shaped and thus occupy a considerable volume when packed for shipping, thereby resulting in relatively high shipping cost. Australian Patent Application No. 2000101212 also does not disclose techniques for efficiently assembling the formwork boards and spacers. Nor does Australian Patent Application No. 2000101212 teach how to build high structures or columns or efficiently incorporate electrical conduits and the like within the pre-filled wall prior to pouring concrete.
- The above-mentioned need is met by the present invention, which provides a concrete wall system comprising first and second opposing wall panels and a plurality of spacers disposed between the first and second wall panels. A plurality of reinforcing bars is placed between the first and second wall panels and supported by the spacers, and a concrete core is disposed between the first and second wall panels such that the spacers and the reinforcing bars are embedded in the concrete core. Each one of the spacers has a cup-like body defining a closed first end and an open second end with a flange formed on the second end. The spacer bodies are tapered so that the spacers are stackable.
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FIG. 1 is a perspective view of a first embodiment of a spacer for positioning two opposing wall panels relative to one another. -
FIG. 2 is a cross-sectional view of the spacer taken along line 2-2 ofFIG. 1 -
FIG. 3 is a perspective view (in partial cut-away) of a concrete wall system. -
FIG. 4 is a cross-sectional view of a portion of the concrete wall system ofFIG. 3 . -
FIG. 5 is a perspective view of a portion of a building constructed with concrete wall systems. -
FIG. 6 is a perspective view of an integrated concrete column. -
FIG. 7 is a diagram depicting a process for making shell assemblies for concrete wall systems. - The present invention includes integrated concrete wall systems that comprise two opposing wall panels separated by a plurality of spacers and a concrete core located between the two wall panels. The spacers position the two wall panels relative to one another. Specifically, the spacers maintain the two wall panels parallel to one another and spaced apart a particular distance to insure that the resulting wall system has a uniform and desired thickness. The spacers are also adapted to support reinforcing bars, as well as other items such as electrical conduit, in place between the wall panels before the concrete is poured into the inter-panel space.
- Referring to the drawings wherein identical reference numerals denote the same elements throughout the various views,
FIGS. 1 and 2 show one embodiment of aspacer 10 for use in a concrete wall system. Thespacer 10 comprises a cup-like body 12 having a closedend 14, anopen end 16 and an interior that defines a hollow cavity. Thebody 12 is shown in the drawings as having a box-shaped configuration by way of example, but it should be noted that other shapes (such as a circular cross-section) are possible. In the illustrated embodiment, thebody 12 comprises fourside walls 18 joined together in mutually orthogonal fashion to define four corners. Eachside wall 18 is joined to arectangular base piece 20 at the closedend 14 of thebody 12. Thebody 12 includes arectangular flange 22 formed along the perimeter thereof at theopen end 16. Therectangular flange 22 extends outward from each of the fourside walls 18 and is substantially parallel to thebase piece 20. - The exterior or outwardly-facing surface of the
base piece 20 can be attached to the one of the wall panels, and the outwardly-facing surface of theflange 22 can be attached to the other wall panel. These surfaces can be attached via any suitable means, such as adhesive or the like. Because theflange 22 and thebase piece 20 are substantially parallel, an attachedspacer 10 functions to maintain the opposing wall panels in parallel relation and at the desired spacing (which is determined by the length of the spacer 10). - The
body 12 includes anopening 24 formed in each one of the fourside walls 18 for receiving reinforcing bars (vertical and horizontal) as well as other items such as electrical conduit. As described in more detail below, a number ofspacers 10 are deployed to hold the reinforcing bars in the proper positions during construction of a concrete wall system. - The
body 12 is tapered with the fourside walls 18 converging slightly so that the cross-sectional area of the closedend 14 is smaller than the cross-sectional area of theopen end 16. The tapered configuration and hollow cavity of thebody 12 make thespacer 10 stackable; that is,multiple spacers 10 can be stacked together. This stackable spacer configuration greatly reduces packing and shipping costs as large volumes of the spacers can be packed and shipped in a minimum of space. - The
spacers 10 can be made as a one-piece construction, such as with an injection molding process. Injection molding is highly automated, and thespacers 10 can be molded and stacked as they are produced, which further lowers packing costs. Thespacers 10 can be made of any suitable material, including plastic. Plastic materials are generally lightweight and will not corrode when set in concrete. - Referring to
FIGS. 3 and 4 , one embodiment of aconcrete wall system 30 is shown. Theconcrete wall system 30 shows afirst wall panel 32 and an opposing second panel wall 34 (shown partially cut-away inFIG. 3 ) arranged in parallel, spaced-apart relation so as to define aninter-panel space 36 therebetween. The bottom portion of eachwall panel channel 38 that is attached to the floor and is typically made of metal. Thewall panels channel 38 by anysuitable fastener 40. While thepanels channel 38, they are preferably positioned externally of thechannel 38, as depicted in the drawings, so as to present a continuous surface finish. - A plurality of
spacers 10 is disposed in theinter-panel space 36 between the first andsecond wall panels base piece 20 of eachspacer 10 is attached to thefirst wall panel 32, and theflange 22 of eachspacer 10 is attached to thesecond wall panel 34 in any suitable manner. For example, thebase pieces 20 and theflanges 22 can be attached to the respective wall panels using a fast-drying urethane glue. In the illustrated embodiment, thespacers 10 are arranged in a grid-like layout of vertical columns and horizontal rows. The number and spacing of thespacers 10 will depend on the structural design. For example, about fortyspacers 10 would typically be equidistantly spaced on a four-foot by ten-foot panel as would be used for most home or commercial construction. This assemblage of the first andsecond wall panels spacers 10, referred to hereinafter as the shell assembly, is typically made at a factory and then transported to the construction site. At the construction site, the shell assembly is slip fit over itsfloor channel 38 and thewall panels spacers 10. Specifically, a vertically-extendingreinforcing bar 42 is placed to extend through theopenings 24 formed in the horizontally-orientedside walls 18 of each column ofspacers 10, and a horizontally-extendingreinforcing bar 44 is placed to extend through theopenings 24 formed in the vertically-oriented side walls 18 of each row ofspacers 10. - Once the
wall panels channel 38,spacers 10 and reinforcingbars FIG. 3 , theconcrete wall system 30 is completed by pouring concrete into theinter-panel space 36 of the shell assembly. The concrete cures and forms a concrete core 46 (shown inFIG. 4 ) that provides structural integrity to theconcrete wall system 30. Thespacers 10 and the reinforcingbars concrete core 46. The twowall panels concrete wall system 30. - Referring to
FIG. 5 , a portion of a building constructed with the concrete wall systems is depicted. Specifically,FIG. 5 shows a corner of a building formed by twoconcrete wall systems concrete wall system FIG. 5 ), and a shell assembly comprising a first orinner wall panel 32 and a second orouter wall panel 34 arranged in parallel, spaced-apart relation with theinner wall panel 32 so as to define theinter-panel space 36 therebetween. Thewall panels inner wall panels 32 could comprise any wood (e.g., plywood or other composition board material), composite material or the like having adequate strength for attaching thespacers 10 and retaining the poured concrete. - The
outer wall panels 34 could comprise a board of an insulating material (such as polyurethane (PU) closed-cell foam or expanded polystyrene (EPS)) having an outer finish surface of wood, metal or plastic clad thereto. Pre-finishedouter wall panels 34 with an insulating foam board would provide thermal insulation for the building, thereby eliminating the need for a separate layer of insulation and consequently saving labor costs and speeding up overall construction time. Any number of exterior sidings, including horizontal or vertical metal clad sidings, can be applied to the outer surface of the insulating foam board using pressure sensitive adhesives. For example, foam panels can be purchased pre-finished with vacuum bag applied exterior sidings such as aluminum and steel. To quickly apply finish-lapping strips to joints (not shown), tape adhesives can be used and can withstand temperatures to 200 F. Concrete adheres well to PU foam, which has an R-value of 6.5 per inch compared to an R-value of 4 per inch for EPS foam. - As an alternative to insulated outer wall panels, the
concrete wall systems - Each
concrete wall system inter-panel space 36 between thewall panels wall systems 30A uses the tapered, cup-like spacers 10 shown inFIGS. 1 and 2 . Theother wall system 30B uses a plurality ofalternative spacers 48. Thealternative spacers 48 can be custom made from a length ofPVC pipe 50 having athin end cap 52 secured to each end thereof. The outer surfaces of the end caps 52 present surfaces that can be attached to therespective wall panel PVC pipe 50 is provided withseveral openings 54 spaced around the circumference thereof so as to be aligned in pairs for receiving reinforcing bars (vertical and horizontal) as well as other items such as electrical conduit. Thealternative spacers 48 can be custom cut to length and generally would be used for thicker walls and columns. - The construction further includes a
corner assembly 56, described in more detail below, which connects the two perpendicularconcrete wall systems corner assembly 56, the vertical and horizontal reinforcingbars spacers 10/48. In addition,electrical conduit 58 can be installed by insertion through theopenings 24/54 of selectedspacers 10/48. In the illustrated embodiment,additional spacers 10/48 are located between columns and rows ofspacers 10/48 that hold vertical and horizontal reinforcingbars electrical conduit 58 at a desired height or heights. Preferably, each such additional spacer is centered between a two adjacent columns of reinforcing bar-holding spacers and between two adjacent rows of reinforcing bar-holding spacers. - Openings for doors and windows can be zip cut in the shell assemblies at the factory where they are made or on site, with pre-assembled rough opening spacers (not shown) inserted and fastened in place to the wall panels prior to pouring concrete. The
corner assembly 56 comprises twocorner pieces 60 joined together at a 90 degree angle and twopre-glued strips 62 that are used to attach thecorner pieces 60 to the correspondingouter wall panels 34 once the reinforcingbars conduit 58 are all installed. Generally, thecorner pieces 60 and thepre-glued strips 62 would be used with fiber cement panels, which are chamfered on the outer edges to apply finishing tape for application of other finish coatings. If theouter wall panels 34 have insulating foam thickness pre-applied inside, a slot would be cut in the foam adjacent to the inside surface of each wall panel to accommodate the pre-glued strips 62. Any number of combinations ofwall panels - Reinforcing bars, conduit, junction boxes and all interior plumbing are installed prior to the pour of concrete into
inter-panel space 36. Once the wall panel assemblies are all in place with reinforcing bars secured and connected and all conduit is secured and connectors glued,junction boxes 64 can be installed. Because junction boxes are located at an engineered height from the floor, theconduit 58 is placed at this height. Junction box panel openings can thus be rotary zip cut into theinner wall panel 32 anywhere along the conduit length, and theconduit 58 is cut to produce a gap equal to the exact outside width of thejunction box 64 and aligned with the junction box panel opening. Glue is applied to thefittings 66 formed in the sides of thejunction box 64, and thejunction box 64 is then inserted into the opening in theinner wall panel 32 and the gap in theconduit 58 such thattabs 68 on the junction box abut theinner wall panel 32. Thus, as many junction boxes as needed can be quickly and efficiently located anywhere along the length of the conduit with a tight and secure fit made to thejunction box 64, theconduit 58 and theinner wall panel 32 before pouring concrete. Conduit that does not have a well-defined location can have junction boxes and fittings pre-installed as wall panels are set, which, with location rough-marked on theinner wall panel 32 and/or with a iron washer (not shown) taped to the inside a plastic junction box, can also be quickly and exactly located later with a magnet to rotary zip cut the junction box opening into theinner wall panel 32. Channels (not shown inFIG. 5 ) for positioning inner and outer wall panels would be secured to poured concrete floors, with the slip fit of panels over the pre-installed channel and fastened though the outside of the panel to the channel to hold in the concrete from the pour. All panel walls are buttressed as needed before filing with concrete to maintain the desired position. Straight, angled, curved, or irregular wall panel configurations are possible. The wall panels can also be tilted or positioned at an angle, such as for decoration or special architectural effect. - Turning to
FIG. 6 , one embodiment of acolumn 70 made with the principles of the present invention is shown. Thecolumn 70 is a specialized concrete wall system that comprises four panels 72-75 arranged in mutually orthogonal fashion to form a rectangular configuration. The first andthird panels fourth panels pre-glued corner pieces 76 that are set in place and the whole assembly is banded together (not shown) for glue drying so as to maintain the integrity and dimensions of the assembly prior to filling with concrete. Two spacers 48 (of the alternate type described above) extend horizontally between the first andthird panels spacer 48 comprises a length ofPVC pipe 50 having athin end cap 52 secured to each end thereof. Horizontal reinforcingbars 44 are inserted lengthwise in thePVC pipe 50 prior to securing the end caps 52. The outer surface of eachend cap 52 is attached to therespective panel - Vertical reinforcing
bars 42 are inserted throughopenings 54 in thePVC pipe 50 and tied to the horizontal reinforcing bars 44. Theopenings 54 are larger than the reinforcingbars 42 in order to receive the reinforcingbars 42 and still have clearance to allow thePVC pipe 50 to fill with concrete. The amount and size of the vertical and horizontal reinforcingbars column 70 with as many horizontal layers of reinforcingbars 44 as needed to meet code. Each layer ofspacers 48 and horizontal reinforcingbars 44 would be shifted 90 degrees with respect to its adjacent layers. In other words, the layer ofspacers 48 and horizontal reinforcingbars 44 located directly below the layer shown inFIG. 6 would be rotated 90 degrees so that thespacers 48 extend between, and are attached to, the second andfourth panels - Once the panels 72-75,
spacers 48 and reinforcingbars spacers 48 via theopenings 54. The concrete cures and forms a concrete core that provides structural integrity to thecolumn 70. -
FIG. 7 is a diagram depicting how shell assemblies for concrete wall systems can be economically assembled at a factory or the like for future field assembly of concrete wall systems at a construction site. The first step is to shear the panels to size at astation 80. The panels are conveyed to thenext station 82 viarollers 84 located betweenstations next station 82 provides a radial saw for cutting and removing a small amount of panel material at the edges thereof, to accommodate adding tape and joint compound for finishing wall joints flat on the exposed sides of the panels. Thenext station 86 provides a template positioned onto a panel to facilitate placing spacers. Glue is then applied at thenext station 88 and panels sandwiched together as needed. As previously noted, there could be two panels joined together or as many as three panels making two spaces, one for concrete and one for insulation. The assembled panels are then conveyed to thenext station 90 to be clamped and compressed until the glue sets. After removing from the clamp assembly, the assembled panels can be further processed by installing window and door rough opening inserts and then delivered to the job site for final assembly prior to pouring concrete. - For supporting concrete wall systems in multi-story structures, wall system thickness at the ground floor will start at a relative thick value, say twelve inches thick. The wall system thickness will be gradually reduced for higher and higher floors, such as to ten inches, then to eight inches, then to six inches, then to four inches thick per the structural engineer's design for a twenty-four story building, for example, to create an earthquake and fire proof building of high quality. To accomplish this, stackable spacers could be mass produced at the various widths and panel assemblies fit over and secured to the standard width channels that are attached to the concrete floors at each story to accommodate securing and lining up panels for pouring concrete. Alternatively, PVC fabricated spacers could also be produced as necessary for thicker starting walls. And regardless of climate, as noted previously, either PU or EPS insulated foam board outer panel can be used, or a second outside insulating space can be created with a third panel and filled with approved insulating materials to construct a strong, airtight structure enabling good air quality control and being well insulated. Everything combines to make highly energy efficient, quality buildings.
- While specific embodiments of the present invention have been described, it should be noted that various modifications thereto can be made without departing from the spirit and scope of the invention as defined in the appended claims.
Claims (23)
1. A spacer for positioning two opposing wall panels relative to one another, said spacer comprising:
a cup-like body defining a first end and an open second end and having a base piece at said first end and a flange formed on said second end;
wherein said base piece presents a surface that is attachable to a first one of said two wall panels and said flange presents a surface that is attachable to a second one of said two wall panels; and
wherein said body is tapered such that said first end has a smaller cross-sectional area than said second end.
2. The spacer of claim 1 wherein said body comprises four side walls arranged in mutually orthogonal fashion, said base piece is rectangular in shape and is connected to said four side walls at said first end of said body, and said flange is rectangular in shape and extends outward from each of said four side walls.
3. The spacer of claim 2 further comprising at least one opening formed in each one of said four side walls.
4. The spacer of claim 1 wherein said spacer is of a single-piece construction.
5. The spacer of claim 1 wherein said spacer is made of injection molded plastic.
6. A concrete wall system comprising:
first and second opposing wall panels;
a plurality of spacers disposed between said first and second wall panels, each one of said spacers comprising a cup-like body defining a first end and an open second end and having a base piece at said first end and a flange formed on said second end, said body being tapered such that said first end has a smaller cross-sectional area than said second end;
wherein each base piece is attached to said first wall panel and each flange is attached to said second wall panel;
a plurality of reinforcing bars placed between said first and second wall panels and supported by said spacers; and
a concrete core disposed between said first and second wall panels such that said spacers and said reinforcing bars are embedded in said concrete core.
7. The concrete wall system of claim 6 wherein each cup-like body comprises four side walls arranged in mutually orthogonal fashion, said base piece is rectangular in shape and is connected to said four side walls at said first end of said body, and said flange is rectangular in shape and extends outward from each of said four side walls.
8. The concrete wall system of claim 7 wherein each cup-like body has at least one opening formed in each one of said four side walls, and wherein said reinforcing bars extend through corresponding openings.
9. The concrete wall system of claim 6 wherein each base piece is attached to said first wall panel with an adhesive and each flange is attached to said second wall panel with an adhesive.
10. The concrete wall system of claim 6 further comprising a channel attached to a floor, and wherein a bottom portion of said first wall panel abuts and is fastened to one side of said channel and a bottom portion of said second wall panel abuts and is fastened to another side of said channel.
11. The concrete wall system of claim 6 wherein one of said first and second wall panels comprises a board of insulating material with an outer finish surface clad thereto.
12. A method of constructing a concrete wall system comprising:
providing a shell assembly comprising first and second opposing wall panels in parallel, spaced-apart relation so as to define an inter-panel space therebetween with a plurality of spacers disposed in said inter-panel space, each one of said spacers comprising a cup-like body defining a first end and an open second end and having a base piece at said first end and a flange formed on said second end, said body being tapered such that said first end has a smaller cross-sectional area than said second end;
inserting reinforcing bars through openings formed in said spacers; and
pouring concrete into said inter-panel space.
13. The method of claim 12 further comprising:
attaching a channel to a floor;
fitting said shell assembly over said channel with a bottom portion of said first wall panel abutting a first side of said channel and a bottom portion of said second wall panel abutting a second side of said channel; and
fastening said first wall panel to said first side of said channel and said second wall panel to said second side of said channel prior to pouring concrete into said inter-panel space.
14. The method of claim 12 further comprising inserting at least one electrical conduit through openings formed in said spacers prior to pouring concrete into said inter-panel space.
15. The method of claim 14 further comprising installing a junction box in said shell assembly prior to pouring concrete into said inter-panel space.
16. The method of claim 15 wherein installing a junction box includes:
cutting an opening in said first wall panel;
cutting a gap is said conduit, wherein said gap is aligned with said opening in said first wall panel; and
inserting said junction box into said opening in said first wall panel and said gap such that tabs on said junction box abut said first wall panel.
17. A column comprising:
first, second, third and fourth panels arranged in mutually orthogonal fashion to form a rectangular configuration, wherein said first and third panels are arranged parallel to each other and said second and fourth panels are arranged parallel to each other;
at least one spacer extending between said first and third panels, said spacer comprising a length of pipe having an end cap attached to each and multiple openings formed therein;
a horizontal reinforcing bar inserted lengthwise in said length of pipe;
at least one vertical reinforcing bar inserted through a pair of said openings formed in said length of pipe; and
a concrete core disposed between said first, second, third and fourth panels such that said spacer and said reinforcing bars are embedded in said concrete core.
18. The column of claim 17 wherein said length of pipe is PVC pipe.
19. The column of claim 17 further comprising a second vertical reinforcing bar inserted through a second pair of said openings formed in said length of pipe.
20. The column of claim 17 further comprising:
a second spacer extending between said first and third panels, said second spacer comprising a second length of pipe having an end cap attached to each and multiple openings formed therein;
a second horizontal reinforcing bar inserted lengthwise in second said length of pipe; and
a second vertical reinforcing bar inserted through a pair of said openings formed in said second length of pipe.
21. The column of claim 17 further comprising:
a second spacer extending between said second and fourth panels, said second spacer comprising a second length of pipe having an end cap attached to each and multiple openings formed therein; and
a second horizontal reinforcing bar inserted lengthwise in second said length of pipe.
22. The column of claim 21 wherein said at least one vertical reinforcing bar is inserted through a pair of said openings formed in said second length of pipe.
23. The column of claim 21 further comprising a second vertical reinforcing bar inserted through a pair of said openings formed in said second length of pipe.
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US13/050,472 US20120233950A1 (en) | 2011-03-17 | 2011-03-17 | Concrete wall systems and methods and spacers therefor |
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US13/050,472 US20120233950A1 (en) | 2011-03-17 | 2011-03-17 | Concrete wall systems and methods and spacers therefor |
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US13/050,472 Abandoned US20120233950A1 (en) | 2011-03-17 | 2011-03-17 | Concrete wall systems and methods and spacers therefor |
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Cited By (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8720160B1 (en) * | 2011-09-14 | 2014-05-13 | Alan Brian Cooper | Process for forming concrete walls and other vertically positioned shapes |
CN104100025A (en) * | 2013-04-07 | 2014-10-15 | 程松林 | Double-sided positive pouring production method of cold bridge-free gypsum compound insulation wallboard |
US20150068146A1 (en) * | 2013-05-30 | 2015-03-12 | Defender Technologies, LLC | Pre fabricated wall form and system |
US20150275462A1 (en) * | 2012-02-02 | 2015-10-01 | Empire Technology Development Llc | Modular concrete reinforcement |
CN105369976A (en) * | 2015-12-03 | 2016-03-02 | 文登蓝岛建筑工程有限公司 | Building material wallboard |
US9493946B2 (en) * | 2013-12-13 | 2016-11-15 | Iconx, Llc | Tie system for insulated concrete panels |
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USD970329S1 (en) * | 2019-11-07 | 2022-11-22 | Aus Chairs Pty Ltd | Reinforcing spacer |
US11530522B2 (en) | 2018-04-05 | 2022-12-20 | Geneva Pipe And Precast Company | Manhole assembly |
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US11649603B2 (en) | 2018-11-20 | 2023-05-16 | Geneva Pipe And Precast Company | Manhole rehabilitation system |
Citations (34)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US941080A (en) * | 1908-02-17 | 1909-11-23 | Ludwig B Larsen | Bond for two-membered concrete building-blocks. |
US1841887A (en) * | 1929-03-12 | 1932-01-19 | Goldsmith Metal Lath Company | Structural insert |
US2101001A (en) * | 1935-02-23 | 1937-11-30 | United States Gypsum Co | Building construction |
US2775019A (en) * | 1953-02-02 | 1956-12-25 | Thomas F Bemis | Disposable cardboard pan, end forms, and inserts |
US2792164A (en) * | 1951-08-10 | 1957-05-14 | Cauffiel John | Preformed structural units |
US3543458A (en) * | 1967-12-27 | 1970-12-01 | Kenneth E Guritz | Monolithic floor structure with air passages |
US3745737A (en) * | 1970-11-18 | 1973-07-17 | A Keller | Spacer member for reinforcing rods in reinforced concrete construction |
US3863416A (en) * | 1969-11-28 | 1975-02-04 | Georgi Oroschakoff | Concrete reinforcement |
US4226061A (en) * | 1978-06-16 | 1980-10-07 | Day Jr Paul T | Reinforced masonry construction |
US4243200A (en) * | 1977-12-16 | 1981-01-06 | Beer-Zaz Building Systems, Inc. | Form pan structure |
US4498270A (en) * | 1982-04-12 | 1985-02-12 | Preco Industries Limited | Support for positioning reinforcing rods or mesh in concrete or the like |
US4832308A (en) * | 1986-01-31 | 1989-05-23 | Ontario Inc. | Panel for concrete formwork |
US4831803A (en) * | 1986-10-23 | 1989-05-23 | Nicola Leonardis | Foundation form work |
US4835933A (en) * | 1988-02-11 | 1989-06-06 | Yung Fernand P | Rebar spacer assembly |
US4881714A (en) * | 1988-07-05 | 1989-11-21 | Koppenberg Bruce G | Concrete molding system with tubs |
US4905444A (en) * | 1989-06-12 | 1990-03-06 | Connection Specialties Inc. | Method and system for mounting building wall panels to building frames, incorporating mounting means elements with two degrees of motion freedom |
US5657588A (en) * | 1994-11-07 | 1997-08-19 | Axon; Micheal G. | Earthquake shock damper for roadway pillars |
US5855808A (en) * | 1994-06-08 | 1999-01-05 | Damage Prevention Products Corp. | Concrete forming member |
US5930970A (en) * | 1997-03-14 | 1999-08-03 | De Le Fevre; Patrick Y. | Panel construction use as a forming device for settable fluids in construction |
US6003278A (en) * | 1997-12-11 | 1999-12-21 | We-Mar, Inc. | Monolithic stud form for concrete wall production |
US6219981B1 (en) * | 2000-05-01 | 2001-04-24 | Philip R. Bergelt | Lightweight support pier |
US20010015040A1 (en) * | 2000-02-18 | 2001-08-23 | Sergio Zambelli | Prefabricated concrete panel for industrialized building with high thermal and/or acoustic insulation |
US20040031229A1 (en) * | 2002-08-16 | 2004-02-19 | Jian-Rung Cheng | Apparatus for reinforcing concrete construction |
US20040098942A1 (en) * | 2002-11-21 | 2004-05-27 | Aztec Concrete Accessories, Inc. | Post-tension intersection chair |
USD500243S1 (en) * | 2004-01-15 | 2004-12-28 | James N. Turek, Sr. | Rebar, beam and mesh highchair |
US20050050825A1 (en) * | 2003-03-31 | 2005-03-10 | Joel Foderberg | Channel-reinforced concrete wall panel system |
US20050166533A1 (en) * | 2004-01-09 | 2005-08-04 | Leroy Strickland | Residential construction method and apparatus |
US7104018B2 (en) * | 2003-08-18 | 2006-09-12 | Guardian Fiberglass, Inc. | System for insulating vertical wall |
USD558473S1 (en) * | 2007-01-10 | 2008-01-01 | Cosco Management, Inc. | Step stool |
US7681368B1 (en) * | 2007-08-21 | 2010-03-23 | Edward Rubio | Concrete composite wall panel |
US20100229482A1 (en) * | 2006-03-14 | 2010-09-16 | Jae-ho Lee | Connecting Structure |
US20110179736A1 (en) * | 2008-07-14 | 2011-07-28 | Construction Innovation Limited | Concrete matrix structure |
US20120137613A1 (en) * | 2010-12-02 | 2012-06-07 | Schurmann Stephan E | Insulated Concrete Walls |
US20120167504A1 (en) * | 2011-01-04 | 2012-07-05 | Mckinney John | Precast insulated concrete wall assembly |
-
2011
- 2011-03-17 US US13/050,472 patent/US20120233950A1/en not_active Abandoned
Patent Citations (34)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US941080A (en) * | 1908-02-17 | 1909-11-23 | Ludwig B Larsen | Bond for two-membered concrete building-blocks. |
US1841887A (en) * | 1929-03-12 | 1932-01-19 | Goldsmith Metal Lath Company | Structural insert |
US2101001A (en) * | 1935-02-23 | 1937-11-30 | United States Gypsum Co | Building construction |
US2792164A (en) * | 1951-08-10 | 1957-05-14 | Cauffiel John | Preformed structural units |
US2775019A (en) * | 1953-02-02 | 1956-12-25 | Thomas F Bemis | Disposable cardboard pan, end forms, and inserts |
US3543458A (en) * | 1967-12-27 | 1970-12-01 | Kenneth E Guritz | Monolithic floor structure with air passages |
US3863416A (en) * | 1969-11-28 | 1975-02-04 | Georgi Oroschakoff | Concrete reinforcement |
US3745737A (en) * | 1970-11-18 | 1973-07-17 | A Keller | Spacer member for reinforcing rods in reinforced concrete construction |
US4243200A (en) * | 1977-12-16 | 1981-01-06 | Beer-Zaz Building Systems, Inc. | Form pan structure |
US4226061A (en) * | 1978-06-16 | 1980-10-07 | Day Jr Paul T | Reinforced masonry construction |
US4498270A (en) * | 1982-04-12 | 1985-02-12 | Preco Industries Limited | Support for positioning reinforcing rods or mesh in concrete or the like |
US4832308A (en) * | 1986-01-31 | 1989-05-23 | Ontario Inc. | Panel for concrete formwork |
US4831803A (en) * | 1986-10-23 | 1989-05-23 | Nicola Leonardis | Foundation form work |
US4835933A (en) * | 1988-02-11 | 1989-06-06 | Yung Fernand P | Rebar spacer assembly |
US4881714A (en) * | 1988-07-05 | 1989-11-21 | Koppenberg Bruce G | Concrete molding system with tubs |
US4905444A (en) * | 1989-06-12 | 1990-03-06 | Connection Specialties Inc. | Method and system for mounting building wall panels to building frames, incorporating mounting means elements with two degrees of motion freedom |
US5855808A (en) * | 1994-06-08 | 1999-01-05 | Damage Prevention Products Corp. | Concrete forming member |
US5657588A (en) * | 1994-11-07 | 1997-08-19 | Axon; Micheal G. | Earthquake shock damper for roadway pillars |
US5930970A (en) * | 1997-03-14 | 1999-08-03 | De Le Fevre; Patrick Y. | Panel construction use as a forming device for settable fluids in construction |
US6003278A (en) * | 1997-12-11 | 1999-12-21 | We-Mar, Inc. | Monolithic stud form for concrete wall production |
US20010015040A1 (en) * | 2000-02-18 | 2001-08-23 | Sergio Zambelli | Prefabricated concrete panel for industrialized building with high thermal and/or acoustic insulation |
US6219981B1 (en) * | 2000-05-01 | 2001-04-24 | Philip R. Bergelt | Lightweight support pier |
US20040031229A1 (en) * | 2002-08-16 | 2004-02-19 | Jian-Rung Cheng | Apparatus for reinforcing concrete construction |
US20040098942A1 (en) * | 2002-11-21 | 2004-05-27 | Aztec Concrete Accessories, Inc. | Post-tension intersection chair |
US20050050825A1 (en) * | 2003-03-31 | 2005-03-10 | Joel Foderberg | Channel-reinforced concrete wall panel system |
US7104018B2 (en) * | 2003-08-18 | 2006-09-12 | Guardian Fiberglass, Inc. | System for insulating vertical wall |
US20050166533A1 (en) * | 2004-01-09 | 2005-08-04 | Leroy Strickland | Residential construction method and apparatus |
USD500243S1 (en) * | 2004-01-15 | 2004-12-28 | James N. Turek, Sr. | Rebar, beam and mesh highchair |
US20100229482A1 (en) * | 2006-03-14 | 2010-09-16 | Jae-ho Lee | Connecting Structure |
USD558473S1 (en) * | 2007-01-10 | 2008-01-01 | Cosco Management, Inc. | Step stool |
US7681368B1 (en) * | 2007-08-21 | 2010-03-23 | Edward Rubio | Concrete composite wall panel |
US20110179736A1 (en) * | 2008-07-14 | 2011-07-28 | Construction Innovation Limited | Concrete matrix structure |
US20120137613A1 (en) * | 2010-12-02 | 2012-06-07 | Schurmann Stephan E | Insulated Concrete Walls |
US20120167504A1 (en) * | 2011-01-04 | 2012-07-05 | Mckinney John | Precast insulated concrete wall assembly |
Cited By (23)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8720160B1 (en) * | 2011-09-14 | 2014-05-13 | Alan Brian Cooper | Process for forming concrete walls and other vertically positioned shapes |
US20150275462A1 (en) * | 2012-02-02 | 2015-10-01 | Empire Technology Development Llc | Modular concrete reinforcement |
US9725867B2 (en) * | 2012-02-02 | 2017-08-08 | Empire Technology Development Llc | Modular concrete reinforcement |
CN104100025A (en) * | 2013-04-07 | 2014-10-15 | 程松林 | Double-sided positive pouring production method of cold bridge-free gypsum compound insulation wallboard |
US20150068146A1 (en) * | 2013-05-30 | 2015-03-12 | Defender Technologies, LLC | Pre fabricated wall form and system |
US9695589B2 (en) * | 2013-05-30 | 2017-07-04 | Defender Technologies, LLC | Pre fabricated wall form and system |
US9493946B2 (en) * | 2013-12-13 | 2016-11-15 | Iconx, Llc | Tie system for insulated concrete panels |
US10704260B2 (en) * | 2013-12-13 | 2020-07-07 | Iconx, Llc | Tie system for insulated concrete panels |
US20190136526A1 (en) * | 2013-12-13 | 2019-05-09 | Iconx, Llc | Tie system for insulated concrete panels |
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ITUB20160199A1 (en) * | 2016-01-14 | 2017-07-14 | Flex House Srl | SPACER ELEMENT FOR CASSERO TO LOSE FOR THE CONSTRUCTION OF WALLS AND DRAINAGE TO LOSE INCORPORATING SUCH SPACER ELEMENT |
US10837171B2 (en) | 2016-01-14 | 2020-11-17 | Flex House Srl | Spacer element for a disposable formwork for the construction of walls and disposable formwork incorporating the spacer element |
US11530522B2 (en) | 2018-04-05 | 2022-12-20 | Geneva Pipe And Precast Company | Manhole assembly |
USD920090S1 (en) * | 2018-07-18 | 2021-05-25 | Aus Chairs Pty Ltd | Reinforcing spacer |
US11649603B2 (en) | 2018-11-20 | 2023-05-16 | Geneva Pipe And Precast Company | Manhole rehabilitation system |
CN109577524A (en) * | 2019-01-02 | 2019-04-05 | 常州市米尼特机械有限公司 | A kind of cast-in-place foamed concrete wall |
CN110284634A (en) * | 2019-06-03 | 2019-09-27 | 上海港城建筑安装工程有限公司 | A kind of insulated wall pouring molding construction technology |
US11156007B2 (en) * | 2019-08-08 | 2021-10-26 | Pedro Juan Quiles-Perez | Secure holding spacer units for permanent formworks |
USD970329S1 (en) * | 2019-11-07 | 2022-11-22 | Aus Chairs Pty Ltd | Reinforcing spacer |
US11377863B1 (en) * | 2019-11-13 | 2022-07-05 | Predl Systems North America Inc. | Aggregate panel system |
CN112627032A (en) * | 2020-12-02 | 2021-04-09 | 江苏中锐华东建筑设计研究院有限公司 | Manufacturing method of T-shaped building structure beam |
WO2023056488A1 (en) * | 2021-09-29 | 2023-04-06 | Sanjo Fabtech Sterling (Pty) Limited | Prefabricated wall and associated method of wall construction |
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Date | Code | Title | Description |
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AS | Assignment |
Owner name: CEMWALL SYSTEMS LLC, ALABAMA Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:CARR, JERRY R.;MCCLURE, MICHAEL W.;WEAVER, LLOYD E.;REEL/FRAME:025975/0954 Effective date: 20110316 |
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STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |