US20110099932A1 - Panel interlocking system - Google Patents
Panel interlocking system Download PDFInfo
- Publication number
- US20110099932A1 US20110099932A1 US12/737,404 US73740408A US2011099932A1 US 20110099932 A1 US20110099932 A1 US 20110099932A1 US 73740408 A US73740408 A US 73740408A US 2011099932 A1 US2011099932 A1 US 2011099932A1
- Authority
- US
- United States
- Prior art keywords
- panel
- rod
- bracket
- rods
- opening
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
Links
- 239000000463 material Substances 0.000 claims abstract description 25
- 239000000945 filler Substances 0.000 claims abstract description 10
- 238000000034 method Methods 0.000 claims description 4
- 239000004567 concrete Substances 0.000 description 33
- 230000008901 benefit Effects 0.000 description 17
- 239000006260 foam Substances 0.000 description 7
- 239000004033 plastic Substances 0.000 description 7
- 229920003023 plastic Polymers 0.000 description 7
- 239000002131 composite material Substances 0.000 description 5
- 239000007788 liquid Substances 0.000 description 5
- 238000009413 insulation Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 239000004793 Polystyrene Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 239000011152 fibreglass Substances 0.000 description 2
- 239000012528 membrane Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000009428 plumbing Methods 0.000 description 2
- 229920002223 polystyrene Polymers 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000011378 shotcrete Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 230000002706 hydrostatic effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- -1 polypropylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000008259 solid foam Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Classifications
-
- 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
- E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
- E04B2/845—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf the form leaf comprising a wire netting, lattice or the like
-
- 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
- E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
- E04B2/847—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf the form leaf comprising an insulating foam panel
-
- 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
- E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
-
- 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
- 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
- E04B2/8641—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms using dovetail-type connections
-
- 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
- E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
-
- 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
- E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
-
- 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
- E04C5/18—Spacers of metal or substantially of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
Definitions
- the present invention relates to composite paneling and the forming of concrete walls, and more specifically to an interlocking system for securing forming panels to a panel facing structure via orthogonal rods that remain within the filler material as reinforcing structure.
- the panels may be of polystyrene material or the like foam type materials that typically remain part of the wall construction (stay-in-place type form) along with the concrete to provide some insulation.
- a plurality of intermediate bridging web structure pieces typically made out of metallic or plastic type material, allow for relatively quick and adjustable assembly of the panels to each other, adjacent panels as well as facing panels. Rebars are typically added to increase the structural characteristics of the wall.
- Concrete walls are formed by pouring concrete between forms facing each other with rebars (horizontal and vertical) in-between for the construction of buildings/houses.
- the forms are typically removed after the concrete is cured/dried.
- the forms are not removed they are of the stay-in-place form type such as those found in ICF (insulated concrete form) systems.
- ICF insulated concrete form
- Many types of insulated forms are on the market and three main types are found, LegoTM type blocks, planks and narrow panels.
- the expansion of the foam will exert a pressure that will push apart the two facing panels, the spreading apart of the panels is restrained by the interlocking device composed of the grid made by the horizontal and vertical bars or rods.
- foam panel structures are found in U.S. Pat. Nos. 3,788,020; 4,574,550; 4,730,422; 4,889,310; 6,240,692; 6,247,280; 6,935,081; and 7,082,732.
- the insulation panel systems provide some advantages over more conventional removable wooden plank systems, they do suffer from a plurality of drawbacks such as the lack of versatility, the relatively high material cost, the long and costly (labour) assembly time, non-uniform spacing between adjacent rebars (both horizontal and vertical), relatively susceptible to blow out (thereby the need for extensive retaining structure system), small panels that need to be covered for protection and/or finishing, etc.
- An advantage of the present invention is that the panel interlocking system provides permanent forms or panels linked from the inside with a device tying the bars together all in one system.
- An advantage of the present invention is that the panel interlocking system allows for any size panels to be easily secured to a facing panel structure using orthogonal rods, bars, rebars or the like of any cross-sectional shape.
- Another advantage of the present invention is that the panel interlocking system allows for the panels to be pre-assembled with securing brackets before installation with other panels or panel structure, to save on-site working time.
- a further advantage of the present invention is that the panel interlocking system provides easy customization of the panel and/or bracket types that may be different than the facing panel, the panel may also be removable for finishing directly on the concrete wall or change the panel type after hardening of the filler material such as the drying of the concrete or the like.
- Still another advantage of the present invention is that the panel interlocking system allows for simple and rapid installation.
- Another advantage of the present invention is that the panel interlocking system is easily adaptable to existing structures for wall repairs and/or insulation.
- One of the advantages of the present invention is to have a link between orthogonal bars relative to each other to form a grid.
- the grid system can then be linked to the two panels facing each other also called forms.
- only one panel may be used to create a space between the existing wall and said panel.
- this panel locking system permits a positioning and an interlocking between bars and facing panels, the space between the two vertical surfaces can be filled with a filler material made of one or more compound with a predetermined curing time varying according to the nature of these compounds and their additives. Once completely cured the assembly becomes one monolithic block commonly called a sandwich wall or panel.
- the present invention also advantageously allows the manufacturing of composite paneling, i.e. two panel (thin skin) linked together from the inside via a grid made of vertical and horizontal rods, with the gap between the two skins being filled with a polyurethane like liquid that foams to form a solid. The expansion of the foam spreads the two skins apart and exerts a pressure at the knots between vertical and horizontal rods.
- composite paneling i.e. two panel (thin skin) linked together from the inside via a grid made of vertical and horizontal rods, with the gap between the two skins being filled with a polyurethane like liquid that foams to form a solid.
- the expansion of the foam spreads the two skins apart and exerts a pressure at the knots between vertical and horizontal rods.
- the present invention permits a positioning and locking of the rebars usually positioned at a 90-degree angle between each other, this grid is either self-attached to one form forming one side of a panel or attached to two forms facing each other with a variable gap there between, which determines the thickness of the panel.
- This present system can use insulated forms or not and the forms typically stay in place, and can apply to other medium than concrete to be poured, injected, and foamed between two panels to form then a composite paneling system.
- An advantage of the present invention resides in the positioning and linking of the rebar which constitutes a mesh or trellis system for the reinforcement of concrete.
- the permanent form of the present invention can be made of a thin concrete panel, steel, plastic, reinforced polypropylene, glass and/or carbon fiber, etc. or even a combination of several different materials.
- the bars can have any section and be of any material.
- Another advantage of the system over ICF is that if it is only insulated on the outside of the wall, which is the side exposed to the elements of nature, the inside of the building can make full use of the thermal mass of the concrete wall.
- Yet another advantage of the present invention is that panel connectors can be moulded while the extruded panels can be pierced or perforated.
- a further advantage of the present invention is that it enables production of a wall with shotcrete on one or both sides, such as used for separation walls (with good sound insulation) between adjacent lands or properties.
- Another advantage of the present invention is that it can be used where an existing wall (usually old foundation wall) is to be refurbished and may act as a form; the present interlocking system therefore including the opposite form.
- a further advantage of the present invention is that panels, when covered with fiber glass, act as a waterproof skin on top of the extruded polystyrene, there is no need to put an additional water proof membrane afterward. Only a narrow sealing membrane on the joints between adjacent panels and at the junction between panels and footings may complete the installation.
- Yet another advantage of the present invention is that it allows for a precise positioning of the rebar grid. All outside panels are placed on the perimeter with bracing, then positioning of the horizontal and vertical rebars, followed by the placement of inside panels just after cleaning of footings. A short time between installing inside panels and pouring of concrete minimizes the chances of further contamination of bottom of concrete footings, which further allows for a better bond between concrete wall and footing, with no cold joints.
- a panel interlocking system for locking a panel to an opposite panel structure, the system being adapted to connect to substantially orthogonal first and second rods positioned generally parallel to a plane defined by the panel, and to be embedded therewith in a filler material poured adjacent the panel in a direction toward the panel structure, the system comprising at least one panel securing bracket having a body with a first end for connecting to the panel and a generally opposite second end for connecting to the orthogonal rods, the second end having at least one first rod opening extending therethrough for slidably receiving the first rod therein, the second end defining a second rod abutting region adjacent the at least one first rod opening in a direction toward the first end for being in abutment contact with the second rod, whereby the second rod being adapted to be in abutment contact to and between the first rod and a structure rod so as to be interlocked therebetween for locking the panel to the panel structure.
- a panel interlocking system for attachment to an opposite panel structure, the system comprising:
- a method for interlocking a panel to an opposite panel structure comprising the steps of:
- FIG. 1 is a perspective view of panel interlocking systems in accordance with embodiments of the present invention
- FIG. 2 is a partially broken enlarged top view of the embodiments of FIG. 1 ;
- FIG. 3 is a partially broken enlarged perspective view taken along line 3 of FIG. 1 ;
- FIG. 4 is a perspective view of other embodiments of panel interlocking systems in accordance with the present invention.
- FIG. 5 is a partially broken enlarged top plan view of the embodiments of FIG. 4 ;
- FIG. 6 is a partially broken enlarged perspective view taken along line 6 of FIG. 4 ;
- FIG. 7 is a perspective view of other embodiments of panel interlocking systems in accordance with the present invention.
- FIG. 8 is a partially broken enlarged top plan view of the embodiments of FIG. 7 ;
- FIG. 9 is a partially broken enlarged perspective view taken along line 9 of FIG. 7 ;
- FIG. 10 is a perspective view of another embodiment of a panel interlocking system in accordance with the present invention.
- FIG. 11 is a broken enlarged side elevation view of the embodiment of FIG. 10 ;
- FIG. 12 is a partially broken enlarged perspective view taken along line 12 of FIG. 10 ;
- FIG. 13 is a perspective view of other embodiments of panel interlocking systems in accordance with the present invention.
- FIG. 14 is a partially broken enlarged top plan view of the embodiments of FIG. 13 ;
- FIG. 15 is a partially broken enlarged perspective view taken along line 15 of FIG. 13 ;
- FIG. 16 is an enlarged partially broken sectioned perspective view of a bracket fastener connected to the panel of the embodiment of FIG. 13 ;
- FIG. 17 is a view similar to FIG. 16 showing another fastener-panel connection type
- FIG. 18 is an enlarged partially broken section view of a double bracket fastener connected to an intermediate panel as in FIG. 23 ;
- FIG. 19 is another embodiment of a panel interlocking system, similar to one of the embodiments of FIG. 13 ;
- FIG. 20 is a view similar to FIG. 15 showing the embodiment of FIG. 19 ;
- FIG. 21 is a partially broken top plan view of other embodiments of panel interlocking systems in accordance with the present invention.
- FIG. 22 is a partially broken side elevation view of the embodiments of FIG. 21 ;
- FIG. 23 is a perspective view of other embodiments of panel interlocking systems in accordance with the present invention.
- FIG. 24 is a partially broken enlarged top plan view of the embodiments of FIG. 23 .
- FIGS. 1 to 3 show two embodiments 100 , 200 of panel interlocking system in accordance with the present invention for locking a respective panel 102 or panel structure to an opposite panel structure, namely the facing panel 202 in this case; an opposite panel structure can also be an intermediate wall structure, an existing wall or the like.
- Each system 100 , 200 is adapted to connect to substantially orthogonal linking rods 104 , 106 , 204 , bars, rebars (reinforcing bars) or the like elongated piece, namely respective generally vertical first rods 104 , 204 and common second generally horizontal rods 106 , with all first and second rods being positioned generally parallel to a plane defined by the panels 102 , 202 .
- the orthogonal rods 104 , 106 , 204 are adapted to be embedded therewith in a filler material such as concrete or the like hardening or drying mixture (not shown) that will be poured adjacent and in-between the panels 102 , 202 , i.e. in a direction toward the facing panel relative to each panel.
- a filler material such as concrete or the like hardening or drying mixture (not shown) that will be poured adjacent and in-between the panels 102 , 202 , i.e. in a direction toward the facing panel relative to each panel.
- Each panel 102 , 202 used as a form for a concrete wall may include elongated channels 108 , 208 extending along predetermined sides of the panel 102 , 202 for receiving elongated panel linking members 110 , 210 , in the form of ‘+’ shape cross-section bars or the like, to be positioned between adjacent panels (top side, bottom side and/or lateral sides) or even partially pre-embedded into a concrete footing 30 for location and securing of the panel 102 , 202 thereon, as shown in FIG. 1 .
- each system 100 , 200 includes at least one, preferably a plurality of panel securing brackets 112 , 212 .
- Each bracket 112 , 212 has a body 114 , 214 with a first end 116 , 216 connecting to the panel 102 , 202 and a generally opposite second end 118 , 218 connecting to the orthogonal rods 104 , 106 , 204 .
- the second end 118 , 218 has at least one first rod opening 120 , 220 extending there through for slidably receiving the respective vertical first rod 104 , 204 therein and to keep the vertical rod 104 at a predetermined distance from the panel 102 while preventing it from moving away therefrom, and defines a second rod abutting region 122 , 222 adjacent the first rod opening 120 , 220 in a direction toward the first end 116 , 216 adapted to be in abutment contact with the common respective horizontal rod 106 , such that the horizontal rod 106 is so positioned to be in abutment contact to and between the respective vertical rods 104 , 204 and therefore interlocked there between to lock the facing panels 102 , 202 to each other, especially when the concrete is being poured between the two facing panels.
- the body 114 has a generally V-shape, such as a folded plate or the like, defining an open end 116 and an opposite closed end 118 forming the first and second end respectively.
- the open end 116 is secured to the panel 102 by welding, bonding, embedded in a thin concrete or foam panel or the like fastening mechanism known in the art, which depends on the panel and/or bracket materials, or may even include folded ear pieces (not shown) to abut against and secured the panel internal surface, and the closed end 118 is essentially rounded to form the first rod opening.
- the folded elongated plate 114 defines a plurality of said brackets 112 positioned in an end-to-end configuration with all the respective first rod openings 120 being in register with each other for slidably receiving a common vertical rod 104 therein.
- the closed end 118 of the elongated plate 114 includes a plurality of cutouts 124 extending from the second end 118 toward the first open end 116 , with each cutout 124 spacing adjacent first rod openings 120 from one another and defining the respective second rod abutting region 122 that abuttingly support the respective horizontal rod 106 .
- each cutout 124 (cutout depth) defines a back ridge 126 that extends substantially perpendicularly to the direction extending between the bracket first 116 and second 118 ends and faces toward the second end 118 .
- the ridge 126 being part of the horizontal rod abutting region 122 , is also used to be in abutment contact with the horizontal rod 106 to substantially retain the same against, typically in abutment contact, with the first rod 104 positioned through the first rod opening 120 .
- each bracket 212 is made out of a plate having its first end 216 folded substantially orthogonally relative to the plate 214 for securing to the panel 202 by sliding into a corresponding T-shape channel 228 extending along the panel 202 .
- the plate 214 has its second end 218 arcuately folded to form a saddle facing toward the first end 216 and defining the first rod opening 220 for slidably receiving the vertical rod 204 therein.
- the saddle 220 typically extends over at least an angle of about 270 degrees for defining an almost closed first rod opening and properly retaining the rod 204 therein.
- the plate 214 defines a plurality of brackets 212 being positioned in an end-to-end configuration with all the first rod openings 220 being in register with each other for slidably receiving the common vertical rod 204 therein.
- the plate 214 includes a plurality of cutouts 224 extending from the second end 218 toward the first end 216 , and defining adjacent first rod openings 220 .
- Each cutout 224 defines a respective second rod abutting region 222 to support in abutment the respective horizontal rod 106 , along with a back ridge 226 .
- first ends 216 of the plate 214 are folded orthogonally relative to the plate in an alternating configuration, in opposite directions, either between adjacent brackets 212 or between each bracket 212 and adjacent bracket spacing sections of the plate 214 .
- This alternating configuration of folded first ends 216 allows the plate 214 to fully engage the corresponding T-shape channel 228 .
- the first panel 102 is installed onto its supporting surface 30 (footing for example), and the horizontal rods 106 are then slidably inserted onto the corresponding rod abutting regions 122 of the brackets 112 extending from the first panel 102 .
- the first vertical rods 104 are then slidably inserted into the corresponding first rod openings 120 of the brackets 112 in front of the horizontal rods 106 to lock the latter in place between the vertical rods and the panel. It is noted that the vertical rods 104 could alternatively be installed prior to the horizontal rods 106 .
- the second panel 202 is installed facing the first panel 102 with the first rod openings 220 of the brackets 212 extending beyond the horizontal rods 106 to allow insertion of the vertical rods 204 of the second panel 202 to be slidably inserted into the corresponding first rod openings 220 and to be locked between the horizontal rods 106 and the first panel 102 , to interlock the two panels 102 , 202 to each other.
- the first 102 and second 202 panels could be installed with their respective vertical rods 104 , 204 before slidably inserting the interlocking horizontal rods 106 between the vertical rods 104 of the first panel 102 and those 204 of the second panel 202 , to lock the vertical rods 104 , 204 of one panel 102 , 202 between the horizontal rods 106 and the facing panel 202 , 102 .
- FIGS. 4 to 6 two other embodiments 300 , 400 of the panel interlocking system in accordance with the present invention are interlocked to each other, with respective vertical 304 , 404 and horizontal 306 , 406 rods, via an embodiment 90 of an intermediate panel structure allowing for a thicker concrete wall.
- each panel 302 , 402 is interlocked with the intermediate structure 90 in a similar way they would directly interlock to one another, which is essentially the same interlocking system as hereinabove described for the first two embodiments 100 , 200 .
- the intermediate structure 90 is typically formed of a plurality of vertical members 92 with corresponding vertical rods 304 ′, 404 ′, each member 92 defining a plurality of securing brackets 312 ′, 412 ′ having similar characteristics (first rod opening, second rod abutting region, etc.) than the second ends 118 , 218 of the above-described brackets 112 , 212 .
- a plastic type material plate 314 forms a plurality of registered securing brackets 312 in which the first end 316 substantially has a T-shape for slidably engaging a corresponding T-shape channel 328 extending along the panel 302 or along a side surface thereof, similar to the above second embodiment 200 .
- the preferably plastic type material plate 414 forming a plurality of registered securing brackets 412 includes a shoulder 430 formed at the first end 416 to be in abutment contact with an edge 432 of the surface 403 of the corresponding panel 402 facing the intermediate structure 90 .
- the panel 402 is temporarily secured to the plate 414 for easy removal after the concrete has dried (typically facilitated using known in the art release agent covering the surface of the removable panel facing the concrete), and replacement by another wall finish (not shown).
- each bracket 312 , 412 has the second end 318 , 418 and the first rod opening 320 , 420 and the second rod abutting region 322 are also similar to the above second embodiment 200 .
- another embodiment 500 of the panel interlocking system in accordance with the present invention has its panel 502 interlocked to a second embodiment 90 a of an intermediate panel structure.
- the body 514 is made out of a rigid wire shaped to form a plurality of V-shape brackets 512 , similar to those 112 of above first embodiment 100 , positioned in a side-by-side configuration with two adjacent V-shape brackets being spaced apart from one another by a respective wire spacing segment 534 (shown in dotted lines in FIG. 8 ).
- the wire 514 forms a plurality of second rod abutting regions 522 for being in abutment contact with a common horizontal rod 506 , and each first rod opening 520 slidably receives a respective vertical rod 504 therein.
- the spacing segments 534 of the wire 514 are securable to the panel 502 , and are preferably embedded within the panel 502 , such that only the V-shape brackets 512 protrude out of the panel 502 for connection to the rods 504 , 506 .
- the system 500 typically includes a plurality of folded rigid wire 514 positioned in a side-by-side configuration with each V-shape bracket 512 being in register with a corresponding V-shape bracket 512 of each wire 514 such that all registered second end openings 520 are adapted to slidably receive a respective vertical rod 504 therein.
- the plurality of rigid wires 514 are typically secured to each other via a plurality of cross bars 536 spaced apart from one another, with the rigid wires 514 and the cross bars 536 forming a folded wire mesh 538 together.
- At least one, preferably two cross bars 536 are located adjacent each bracket closed second end 518 of registered V-shape brackets 512 to being in abutment contact with corresponding horizontal rods 506 when they are in abutment contact with the vertical rods 504 positioned through corresponding first rod openings 520 , and typically form the back ridges 526 .
- the intermediate structure 90 a is a similar folded wire mesh than the above fifth embodiment 500 with accordion type shape horizontal wires 94 positioned in a side-by-side configuration and attached to each other via vertical cross bars 96 .
- the accordion type shape wires 94 form alternating second end openings 98 to receive respective vertical bars 504 ′, with the cross bars 96 typically forming corresponding back ridges 99 to abut the respective horizontal rods 506 , 506 ′.
- This sixth system 600 includes a plurality of independent brackets 612 each having a generally T-shaped first end 616 adapted to slidably engage corresponding T-shape channel 628 formed along the panel 602 .
- Each bracket 612 is typically spaced from the adjacent two brackets 612 engaged into the same channel 628 by generally elongated corresponding bracket spacers 640 located therebetween and, preferably, also slidably engaging the same channel 628 .
- the abutting region 622 of the bracket 612 forms a recessed seat 642 that essentially helps positioning and prevents sliding of the horizontal rod 606 thereon, which proves useful when the horizontal rods 606 are installed prior to the vertical rods 604 .
- the bracket 612 further includes a top portion of the vertical rod opening 620 that is a countersunk through hole 644 quite helpful for guiding the corresponding vertical rod 604 when slidably inserting the vertical rod 604 therein, usually from the top toward the bottom.
- the bracket 612 includes a channel 646 extending transversally through the body 614 and located between the first 616 and second 618 ends to guide and position a generally horizontal elongated member 648 , such as a plumbing pipe, an electrical conduit or wire(s), a hollow pipe or the like, that is abuttingly supported therein.
- a generally horizontal elongated member 648 such as a plumbing pipe, an electrical conduit or wire(s), a hollow pipe or the like, that is abuttingly supported therein.
- the abutting region 622 of the bracket 612 alternatively includes a generally angled segment 641 relative to a direction perpendicular to the panel plane and downwardly toward the bracket first end 616 for abuttingly receiving the horizontal rod 606 thereagainst.
- the angled segment 641 also essentially helps the positioning of the horizontal rod 606 thereon against the back ridge 626 and prevents sliding of the rod 606 , which proves useful when the horizontal rods 606 are installed prior to the vertical rods 604 .
- This seventh system 700 includes a plurality of independent brackets 712 each a first end 716 with a first end surface 750 facing substantially away from the second end 718 for being in abutment contact with a surface 703 of the panel 702 facing the brackets 712 and the rods 704 , 706 .
- the first end 716 typically includes at least one, preferably two bracket through openings 752 extending through said first end surface for receiving a fastener 754 therethrough for connection to the panel 702 .
- the system 700 further includes the generally cylindrical fastener 754 that extends through a through bore 756 of the panel 702 and has a protrusion 758 extending out of the panel surface 703 .
- the protrusion 758 generally defines a circumferential groove 760 adjacent the panel surface 703 such that the through opening 752 slidably engages the circumferential groove 760 via an opening mouth 752 ′ for securing the bracket 712 to the panel 702 .
- the fastener 754 typically includes a head 762 adapted to be in abutment contact with the opposite surface 705 of the panel 702 facing generally away from the bracket 712 .
- the head 762 adapted to engage a counter bore 756 ′ of the panel through bore 756 on the panel second surface 705 to allow the fastener head 762 to rest below, and preferably in register with, the panel second surface 705 , as shown in FIG. 17 , such that the surface 705 and heads 762 are then coverable by a fiberglass skin or the like.
- the bracket second end 718 has a U-shape with the base wall of the U-shape forming the back ridge 726 abuttingly receiving the horizontal rod 706 , and one of the two, generally parallel, side walls of the U-shape forming the rod abutting region 722 . At least one, preferably both side walls of the U-shape having the first rod openings 720 of the brackets 712 extending there through.
- brackets 712 preferably secure to two adjacent panels 702 , with each one of the bracket through openings 752 slidably engaging a fastener 754 of a respective adjacent panel 702 , to retain the panels adjacent to one another.
- Such an interlocking system is essentially used on one side of the wall only since the assembly of brackets 712 on a second facing panel is more complex.
- This eighth system 800 includes a plurality of independent plates 814 each including a plurality registered brackets 812 . All bracket first ends 816 of a common plate 814 have an H-shape with each open cavity 864 of the H-shape being adapted to slidably receive a panel side edge. As illustrated, the panels 802 , preferably forming an internal side of the concrete wall, are typically corrugated with horizontal corrugations (see FIG. 13 ) to allow a thinner concrete wall for a same resistance and inwardly or internally curved (see FIG.
- the inward curve of the panels 802 allow to transfer the outward load from the concrete to the plates 814 that are retained to the horizontal rods 706 and the back panels 702 via vertical rods 804 .
- FIG. 18 shows an alternate embodiment 754 ′ of a fastener used with an intermediate panel structure ( 90 d as shown in FIG. 23 ) or panel and having one protrusion 758 with corresponding circumferential groove 760 extending from a respective surface of the panel structure 90 d.
- FIGS. 19 and 20 another embodiment 700 a of a panel interlocking system in accordance with the present invention is shown, which is similar to the seventh embodiment 700 .
- the bracket 712 a has a generally cylindrical-shaped body 714 a with first end 716 a that directly extends through the panel bore 756 and includes a head 762 ′ to abut the panel opposite surface 705 .
- the bracket 712 a includes a circumferential groove 760 a adjacent the panel surface 703 to allow a panel link (between adjacent bores 756 of adjacent panels 702 )/stiffener bar 766 (between adjacent bores 756 of a same panel 702 ).
- Each bracket second end 718 a includes a diametric transversal channel 768 adapted to receive the horizontal rod 706 a therein, and a first rod through opening 720 a extending generally orthogonally to the channel 768 to slidably receive the vertical rod 704 a therein.
- FIGS. 21 and 22 alternate embodiments 700 b , 700 c of the panel interlocking system 700 in accordance with the present invention are shown, in which the respective brackets 712 b , 712 c essentially differ from bracket 712 and are secured to corresponding vertical rods 704 b , 704 c and horizontal rod 706 .
- Brackets 712 b , 712 c each are of a generally L-shape with the base wall of the L-shape forming the bracket first end 716 b , 716 c , and the free end of the elongated wall of the L-shape having the first rod opening 720 extending there through and the adjacent second rod abutment region 722 (bracket 712 c only in this case) to form the bracket second end 718 .
- the first end of the bracket 712 b has an opening 752 with a mouth 752 ′ to slidably engage the corresponding fastener 754 protruding from the panel 702 b , similar to bracket 712 .
- the bracket 712 c simply includes a through closed opening 752 c adapted to be engaged by a screw-type fastener 754 c or the like when the securing is done onto an existing wall 702 c or the like (not accessible from both sides or simply too thick).
- FIGS. 23 and 24 another embodiment 90 d of an intermediate panel structure using vertical members 92 d similar to the members 92 of FIGS. 4 to 6 but having opposed longitudinal side channels 93 adapted to be engaged by a respective edge wall 42 of an adjacent intermediate panel 40 .
- the intermediate panel 40 typically includes fasteners 754 ′ slidably receiving brackets 712 b (with a squared second end 718 b ), 712 d on back and front side of FIG. 23 respectively (or top and bottom side of FIG. 24 respectively).
- Brackets 712 d of panel interlocking system 700 d in accordance with the present invention, have a generally U-shape with the base wall of the U-shape forming the bracket first end 716 d and having a through opening (not shown) with a side mouth (not shown) to engage the corresponding protrusion 758 of the fastener 754 ′.
- the brackets 712 b , 712 d and the vertical members 92 d are in register with each other to connect to respective horizontal 706 b , 706 d and vertical 704 b , 704 d rods.
- This embodiment is the most suitable to use when shotcrete (concrete shot under pressure using a gun or the like) is considered, to form an insulated sandwich panel (not shown).
- the different components of the present panel interlocking system could be made out of numerous materials such as metal, plastic, or the like type materials using a wide variety of manufacturing processes.
- All plates described hereinabove are typically weight relieved mainly to allow a better flow of concrete when poured thereon as well as a better adherence of the concrete onto the plate to preserve a unitary strong concrete wall.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
Abstract
A panel interlocking system (100) for locking a panel (102) to an opposite panel structure (202) via substantially vertical (104) and horizontal (106) rods positioned generally parallel to a plane defined by the panel (102) and to be embedded therewith in a filler material poured adjacent the panel (102) in a direction toward the panel structure (202). The system (100) includes at least one panel securing bracket (112) having a body (114) with a first end (116) for connecting to the panel (102) and a generally opposite second end (118) for connecting to the rods (104,106). The second end (118) has a rod opening (120) extending there through for receiving the vertical rod (104) therein and defines a rod abutting region (122) adjacent the rod opening (120) toward the first end (116) for abutment with the horizontal rod (106), such that the horizontal rod (106) abuts to and between the vertical rod (104) and a structure rod (204) to be interlocked there between for locking the panel (102) to the panel structure (202).
Description
- The present invention relates to composite paneling and the forming of concrete walls, and more specifically to an interlocking system for securing forming panels to a panel facing structure via orthogonal rods that remain within the filler material as reinforcing structure.
- It is well known in the art to have forming panels made out of wood or other type material that are typically removed after the concrete has dried. Alternatively, the panels may be of polystyrene material or the like foam type materials that typically remain part of the wall construction (stay-in-place type form) along with the concrete to provide some insulation. To this end a plurality of intermediate bridging web structure pieces, typically made out of metallic or plastic type material, allow for relatively quick and adjustable assembly of the panels to each other, adjacent panels as well as facing panels. Rebars are typically added to increase the structural characteristics of the wall.
- Concrete walls are formed by pouring concrete between forms facing each other with rebars (horizontal and vertical) in-between for the construction of buildings/houses. In this case the forms are typically removed after the concrete is cured/dried.
- In the case the forms are not removed they are of the stay-in-place form type such as those found in ICF (insulated concrete form) systems. Many types of insulated forms are on the market and three main types are found, Lego™ type blocks, planks and narrow panels.
- Systems to link two opposite panels together allow for a gap between two such panels. This gap or void is being filled with a filler material made of one or more components usually in a liquid, semi liquid or paste like material that hardens to become a solid after the cure is completed. The solid can be a foam type material. Once it solidifies the result is a composite wall where the two panels facing each other are part of the resulting wall with the linking rods embedded inside.
- In conventional reinforced concrete structure such as a wall the reinforcement is achieved with horizontal and vertical rebars, these rebars are held together with wire tied around both bars at a certain angle relative to each other.
- Some devices or parts of these wall structures are discrete and made of steel or plastic while other linking system accomplishing the same purpose are not wire made but are built more like a cage such as in U.S. Pat. No. 7,143,563 where once the bar is inserted either parallel wise or at a 90 degree angle relative to each other, a sliding cap is put on to close the cage and locks the bars together. U.S. Pat. No. 5,893,252 shows a plastic support where bars are positioned at a 90-degree angle relative to each other, the top bar is then locked thanks to two clips pivoting over the top bar and encapsulating said bar.
- Preformed permanent opposite panels attached to each other via vertical rods are found in U.S. patent application Ser. No. 10/506,465 published on Sep. 22, 2005 under publication No. 2005/0204695A1, but do not allow for horizontal rods to be inserted for interconnection purposes. Since the panels are molded, they are expensive to manufacture and limited to relatively small sizes, and the use of these panels is usually too limiting in term of wall dimensions with no flexibility in that respect.
- In the case of a liquid becoming a solid foam, the expansion of the foam will exert a pressure that will push apart the two facing panels, the spreading apart of the panels is restrained by the interlocking device composed of the grid made by the horizontal and vertical bars or rods.
- In the case of concrete walls, the concrete is poured between the panels (forms), and the hydrostatic pressure of the liquid or paste like mixture pushes apart the forms.
- Some examples of such foam panel structures are found in U.S. Pat. Nos. 3,788,020; 4,574,550; 4,730,422; 4,889,310; 6,240,692; 6,247,280; 6,935,081; and 7,082,732.
- Although the insulation panel systems provide some advantages over more conventional removable wooden plank systems, they do suffer from a plurality of drawbacks such as the lack of versatility, the relatively high material cost, the long and costly (labour) assembly time, non-uniform spacing between adjacent rebars (both horizontal and vertical), relatively susceptible to blow out (thereby the need for extensive retaining structure system), small panels that need to be covered for protection and/or finishing, etc.
- Accordingly, there is a need for an improved panel interlocking system.
- It is therefore a general object of the present invention to provide an improved panel interlocking system that obviates the above-mentioned problems.
- An advantage of the present invention is that the panel interlocking system provides permanent forms or panels linked from the inside with a device tying the bars together all in one system.
- An advantage of the present invention is that the panel interlocking system allows for any size panels to be easily secured to a facing panel structure using orthogonal rods, bars, rebars or the like of any cross-sectional shape.
- Another advantage of the present invention is that the panel interlocking system allows for the panels to be pre-assembled with securing brackets before installation with other panels or panel structure, to save on-site working time.
- A further advantage of the present invention is that the panel interlocking system provides easy customization of the panel and/or bracket types that may be different than the facing panel, the panel may also be removable for finishing directly on the concrete wall or change the panel type after hardening of the filler material such as the drying of the concrete or the like.
- Still another advantage of the present invention is that the panel interlocking system allows for simple and rapid installation.
- Another advantage of the present invention is that the panel interlocking system is easily adaptable to existing structures for wall repairs and/or insulation.
- One of the advantages of the present invention is to have a link between orthogonal bars relative to each other to form a grid. The grid system can then be linked to the two panels facing each other also called forms. In the case of an existing wall, only one panel may be used to create a space between the existing wall and said panel. With either the panels facing each other or a panel facing an existing vertical wall, and the bar system in between; this panel locking system permits a positioning and an interlocking between bars and facing panels, the space between the two vertical surfaces can be filled with a filler material made of one or more compound with a predetermined curing time varying according to the nature of these compounds and their additives. Once completely cured the assembly becomes one monolithic block commonly called a sandwich wall or panel.
- The present invention also advantageously allows the manufacturing of composite paneling, i.e. two panel (thin skin) linked together from the inside via a grid made of vertical and horizontal rods, with the gap between the two skins being filled with a polyurethane like liquid that foams to form a solid. The expansion of the foam spreads the two skins apart and exerts a pressure at the knots between vertical and horizontal rods. These composite panels can be used as a stand alone wall for separation of open offices or can be used as non-bearing wall in a building/house.
- Furthermore, the present invention permits a positioning and locking of the rebars usually positioned at a 90-degree angle between each other, this grid is either self-attached to one form forming one side of a panel or attached to two forms facing each other with a variable gap there between, which determines the thickness of the panel. This present system can use insulated forms or not and the forms typically stay in place, and can apply to other medium than concrete to be poured, injected, and foamed between two panels to form then a composite paneling system. An advantage of the present invention resides in the positioning and linking of the rebar which constitutes a mesh or trellis system for the reinforcement of concrete.
- Advantageously, the permanent form of the present invention can be made of a thin concrete panel, steel, plastic, reinforced polypropylene, glass and/or carbon fiber, etc. or even a combination of several different materials. And the bars can have any section and be of any material.
- Another advantage of the system over ICF is that if it is only insulated on the outside of the wall, which is the side exposed to the elements of nature, the inside of the building can make full use of the thermal mass of the concrete wall.
- Yet another advantage of the present invention is that panel connectors can be moulded while the extruded panels can be pierced or perforated.
- A further advantage of the present invention is that it enables production of a wall with shotcrete on one or both sides, such as used for separation walls (with good sound insulation) between adjacent lands or properties.
- Another advantage of the present invention is that it can be used where an existing wall (usually old foundation wall) is to be refurbished and may act as a form; the present interlocking system therefore including the opposite form.
- When used below grade, a further advantage of the present invention is that panels, when covered with fiber glass, act as a waterproof skin on top of the extruded polystyrene, there is no need to put an additional water proof membrane afterward. Only a narrow sealing membrane on the joints between adjacent panels and at the junction between panels and footings may complete the installation.
- Yet another advantage of the present invention is that it allows for a precise positioning of the rebar grid. All outside panels are placed on the perimeter with bracing, then positioning of the horizontal and vertical rebars, followed by the placement of inside panels just after cleaning of footings. A short time between installing inside panels and pouring of concrete minimizes the chances of further contamination of bottom of concrete footings, which further allows for a better bond between concrete wall and footing, with no cold joints.
- According to a first aspect of the present invention, there is provided a panel interlocking system for locking a panel to an opposite panel structure, the system being adapted to connect to substantially orthogonal first and second rods positioned generally parallel to a plane defined by the panel, and to be embedded therewith in a filler material poured adjacent the panel in a direction toward the panel structure, the system comprising at least one panel securing bracket having a body with a first end for connecting to the panel and a generally opposite second end for connecting to the orthogonal rods, the second end having at least one first rod opening extending therethrough for slidably receiving the first rod therein, the second end defining a second rod abutting region adjacent the at least one first rod opening in a direction toward the first end for being in abutment contact with the second rod, whereby the second rod being adapted to be in abutment contact to and between the first rod and a structure rod so as to be interlocked therebetween for locking the panel to the panel structure.
- In a second aspect of the present invention, there is provided a panel interlocking system for attachment to an opposite panel structure, the system comprising:
-
- a panel for locking to the panel structure;
- at least one first rod and at least one second rod, substantially orthogonal to each other, positioned generally parallel to a plane defined by the panel; and
- at least one bracket having a body with a first end connecting to the panel and a generally opposite second end connecting to the orthogonal rods, the second end having at least one first rod opening extending therethrough for slidably receiving the first rod therein, the second end defining a second rod abutting region adjacent the at least one first rod opening in a direction toward the first end for being in abutment contact with the second rod, the second rod being adapted to be in abutment contact to and between the first rod and a structure rod so as to be interlocked therebetween for locking the panel to the panel structure, whereby at least one bracket, the first and second rods and the structure rod being adapted to be embedded within a filler material poured adjacent the panel in a direction toward the panel structure.
- In a further aspect of the present invention, there is provided a method for interlocking a panel to an opposite panel structure, said panel connecting to a first end of a body of at least one bracket, the bracket having a generally opposite free second end, said method comprising the steps of:
-
- positioning the panel in a face-to-face configuration with the structure panel, with the at least one bracket extending toward the panel structure;
- slidably engaging, in a first direction generally parallel to a plane defined by the panel, a first rod into at least one first rod opening extending through the second end;
- engaging, in a second direction substantially perpendicular to the first direction and generally parallel to the panel plane, a second rod in abutment contact with a second rod abutting region adjacent the at least one first rod opening, said second rod being located adjacent said first rod between said first rod and said panel; and
- slidably engaging, in a direction substantially parallel to the first direction, a structure rod into at least one rod receiving structure bracket, said second rod being adapted to be in abutment contact to and between the first rod and the structure rod so as to be interlocked therebetween for locking the panel to the panel structure.
- Other objects and advantages of the present invention will become apparent from a careful reading of the detailed description provided herein, with appropriate reference to the accompanying drawings.
- Further aspects and advantages of the present invention will become better understood with reference to the description in association with the following Figures, in which similar references used in different Figures denote similar components, wherein:
-
FIG. 1 is a perspective view of panel interlocking systems in accordance with embodiments of the present invention; -
FIG. 2 is a partially broken enlarged top view of the embodiments ofFIG. 1 ; -
FIG. 3 is a partially broken enlarged perspective view taken alongline 3 ofFIG. 1 ; -
FIG. 4 is a perspective view of other embodiments of panel interlocking systems in accordance with the present invention; -
FIG. 5 is a partially broken enlarged top plan view of the embodiments ofFIG. 4 ; -
FIG. 6 is a partially broken enlarged perspective view taken alongline 6 ofFIG. 4 ; -
FIG. 7 is a perspective view of other embodiments of panel interlocking systems in accordance with the present invention; -
FIG. 8 is a partially broken enlarged top plan view of the embodiments ofFIG. 7 ; -
FIG. 9 is a partially broken enlarged perspective view taken along line 9 ofFIG. 7 ; -
FIG. 10 is a perspective view of another embodiment of a panel interlocking system in accordance with the present invention; -
FIG. 11 is a broken enlarged side elevation view of the embodiment ofFIG. 10 ; -
FIG. 12 is a partially broken enlarged perspective view taken alongline 12 ofFIG. 10 ; -
FIG. 13 is a perspective view of other embodiments of panel interlocking systems in accordance with the present invention; -
FIG. 14 is a partially broken enlarged top plan view of the embodiments ofFIG. 13 ; -
FIG. 15 is a partially broken enlarged perspective view taken alongline 15 ofFIG. 13 ; -
FIG. 16 is an enlarged partially broken sectioned perspective view of a bracket fastener connected to the panel of the embodiment ofFIG. 13 ; -
FIG. 17 is a view similar toFIG. 16 showing another fastener-panel connection type; -
FIG. 18 is an enlarged partially broken section view of a double bracket fastener connected to an intermediate panel as inFIG. 23 ; -
FIG. 19 is another embodiment of a panel interlocking system, similar to one of the embodiments ofFIG. 13 ; -
FIG. 20 is a view similar toFIG. 15 showing the embodiment ofFIG. 19 ; -
FIG. 21 is a partially broken top plan view of other embodiments of panel interlocking systems in accordance with the present invention; -
FIG. 22 is a partially broken side elevation view of the embodiments ofFIG. 21 ; -
FIG. 23 is a perspective view of other embodiments of panel interlocking systems in accordance with the present invention; and -
FIG. 24 is a partially broken enlarged top plan view of the embodiments ofFIG. 23 . - With reference to the annexed drawings the preferred embodiments of the present invention will be herein described for indicative purpose and by no means as of limitation.
- Reference is now made to
FIGS. 1 to 3 , which show two 100, 200 of panel interlocking system in accordance with the present invention for locking aembodiments respective panel 102 or panel structure to an opposite panel structure, namely the facingpanel 202 in this case; an opposite panel structure can also be an intermediate wall structure, an existing wall or the like. Each 100, 200 is adapted to connect to substantiallysystem 104, 106, 204, bars, rebars (reinforcing bars) or the like elongated piece, namely respective generally verticalorthogonal linking rods 104, 204 and common second generallyfirst rods horizontal rods 106, with all first and second rods being positioned generally parallel to a plane defined by the 102, 202. Thepanels 104, 106, 204 are adapted to be embedded therewith in a filler material such as concrete or the like hardening or drying mixture (not shown) that will be poured adjacent and in-between theorthogonal rods 102, 202, i.e. in a direction toward the facing panel relative to each panel.panels - Each
102, 202 used as a form for a concrete wall may includepanel 108, 208 extending along predetermined sides of theelongated channels 102, 202 for receiving elongatedpanel 110, 210, in the form of ‘+’ shape cross-section bars or the like, to be positioned between adjacent panels (top side, bottom side and/or lateral sides) or even partially pre-embedded into apanel linking members concrete footing 30 for location and securing of the 102, 202 thereon, as shown inpanel FIG. 1 . - As shown more specifically in
FIGS. 2 and 3 , each 100, 200 includes at least one, preferably a plurality ofsystem 112, 212. Eachpanel securing brackets 112, 212 has abracket 114, 214 with abody 116, 216 connecting to thefirst end 102, 202 and a generally oppositepanel 118, 218 connecting to thesecond end 104, 106, 204. Theorthogonal rods 118, 218 has at least onesecond end 120, 220 extending there through for slidably receiving the respective verticalfirst rod opening 104, 204 therein and to keep thefirst rod vertical rod 104 at a predetermined distance from thepanel 102 while preventing it from moving away therefrom, and defines a second 122, 222 adjacent therod abutting region 120, 220 in a direction toward thefirst rod opening 116, 216 adapted to be in abutment contact with the common respectivefirst end horizontal rod 106, such that thehorizontal rod 106 is so positioned to be in abutment contact to and between the respective 104, 204 and therefore interlocked there between to lock the facingvertical rods 102, 202 to each other, especially when the concrete is being poured between the two facing panels.panels - In the
first embodiment 100, thebody 114 has a generally V-shape, such as a folded plate or the like, defining anopen end 116 and an oppositeclosed end 118 forming the first and second end respectively. Theopen end 116 is secured to thepanel 102 by welding, bonding, embedded in a thin concrete or foam panel or the like fastening mechanism known in the art, which depends on the panel and/or bracket materials, or may even include folded ear pieces (not shown) to abut against and secured the panel internal surface, and theclosed end 118 is essentially rounded to form the first rod opening. - Furthermore, in the
first embodiment 100, the foldedelongated plate 114 defines a plurality of saidbrackets 112 positioned in an end-to-end configuration with all the respectivefirst rod openings 120 being in register with each other for slidably receiving a commonvertical rod 104 therein. Theclosed end 118 of theelongated plate 114 includes a plurality ofcutouts 124 extending from thesecond end 118 toward the firstopen end 116, with eachcutout 124 spacing adjacentfirst rod openings 120 from one another and defining the respective secondrod abutting region 122 that abuttingly support the respectivehorizontal rod 106. - The bottom surface of each cutout 124 (cutout depth) defines a
back ridge 126 that extends substantially perpendicularly to the direction extending between the bracket first 116 and second 118 ends and faces toward thesecond end 118. Theridge 126, being part of the horizontalrod abutting region 122, is also used to be in abutment contact with thehorizontal rod 106 to substantially retain the same against, typically in abutment contact, with thefirst rod 104 positioned through thefirst rod opening 120. - In the
second embodiment 200, thebody 214 of eachbracket 212 is made out of a plate having itsfirst end 216 folded substantially orthogonally relative to theplate 214 for securing to thepanel 202 by sliding into a corresponding T-shape channel 228 extending along thepanel 202. Theplate 214 has itssecond end 218 arcuately folded to form a saddle facing toward thefirst end 216 and defining thefirst rod opening 220 for slidably receiving thevertical rod 204 therein. Thesaddle 220 typically extends over at least an angle of about 270 degrees for defining an almost closed first rod opening and properly retaining therod 204 therein. - Typically, as shown in
FIGS. 1 and 3 , theplate 214 defines a plurality ofbrackets 212 being positioned in an end-to-end configuration with all thefirst rod openings 220 being in register with each other for slidably receiving the commonvertical rod 204 therein. Similarly to the abovefirst embodiment 100, theplate 214 includes a plurality ofcutouts 224 extending from thesecond end 218 toward thefirst end 216, and defining adjacentfirst rod openings 220. Eachcutout 224 defines a respective secondrod abutting region 222 to support in abutment the respectivehorizontal rod 106, along with aback ridge 226. - Furthermore, the first ends 216 of the
plate 214 are folded orthogonally relative to the plate in an alternating configuration, in opposite directions, either betweenadjacent brackets 212 or between eachbracket 212 and adjacent bracket spacing sections of theplate 214. This alternating configuration of folded first ends 216 allows theplate 214 to fully engage the corresponding T-shape channel 228. - For the assembly of the two
100, 200 to each other, thepanel interlocking systems first panel 102 is installed onto its supporting surface 30 (footing for example), and thehorizontal rods 106 are then slidably inserted onto the correspondingrod abutting regions 122 of thebrackets 112 extending from thefirst panel 102. The firstvertical rods 104 are then slidably inserted into the correspondingfirst rod openings 120 of thebrackets 112 in front of thehorizontal rods 106 to lock the latter in place between the vertical rods and the panel. It is noted that thevertical rods 104 could alternatively be installed prior to thehorizontal rods 106. Subsequently, thesecond panel 202 is installed facing thefirst panel 102 with thefirst rod openings 220 of thebrackets 212 extending beyond thehorizontal rods 106 to allow insertion of thevertical rods 204 of thesecond panel 202 to be slidably inserted into the correspondingfirst rod openings 220 and to be locked between thehorizontal rods 106 and thefirst panel 102, to interlock the two 102, 202 to each other.panels - Alternatively, if there is enough access from the sides of the
100, 200, the first 102 and second 202 panels could be installed with their respectivepanel systems 104, 204 before slidably inserting the interlockingvertical rods horizontal rods 106 between thevertical rods 104 of thefirst panel 102 and those 204 of thesecond panel 202, to lock the 104, 204 of onevertical rods 102, 202 between thepanel horizontal rods 106 and the facing 202, 102.panel - Now referring more specifically to
FIGS. 4 to 6 , two 300, 400 of the panel interlocking system in accordance with the present invention are interlocked to each other, with respective vertical 304, 404 and horizontal 306, 406 rods, via another embodiments embodiment 90 of an intermediate panel structure allowing for a thicker concrete wall. In such a case, each 302, 402 is interlocked with thepanel intermediate structure 90 in a similar way they would directly interlock to one another, which is essentially the same interlocking system as hereinabove described for the first two 100, 200. Theembodiments intermediate structure 90 is typically formed of a plurality ofvertical members 92 with correspondingvertical rods 304′, 404′, eachmember 92 defining a plurality of securingbrackets 312′, 412′ having similar characteristics (first rod opening, second rod abutting region, etc.) than the second ends 118, 218 of the above-described 112, 212.brackets - In the
third embodiment 300, a plastictype material plate 314 forms a plurality of registered securingbrackets 312 in which thefirst end 316 substantially has a T-shape for slidably engaging a corresponding T-shape channel 328 extending along thepanel 302 or along a side surface thereof, similar to the abovesecond embodiment 200. - In the
fourth embodiment 400, the preferably plastictype material plate 414 forming a plurality of registered securingbrackets 412 includes ashoulder 430 formed at thefirst end 416 to be in abutment contact with anedge 432 of thesurface 403 of thecorresponding panel 402 facing theintermediate structure 90. Although not shown, thepanel 402 is temporarily secured to theplate 414 for easy removal after the concrete has dried (typically facilitated using known in the art release agent covering the surface of the removable panel facing the concrete), and replacement by another wall finish (not shown). - It is noted that in both
300, 400, eachembodiments 312, 412 has thebracket 318, 418 and thesecond end 320, 420 and the secondfirst rod opening rod abutting region 322 are also similar to the abovesecond embodiment 200. - Now referring more specifically to
FIGS. 7 to 9 , anotherembodiment 500 of the panel interlocking system in accordance with the present invention has itspanel 502 interlocked to asecond embodiment 90 a of an intermediate panel structure. In thefifth embodiment 500, thebody 514 is made out of a rigid wire shaped to form a plurality of V-shape brackets 512, similar to those 112 of abovefirst embodiment 100, positioned in a side-by-side configuration with two adjacent V-shape brackets being spaced apart from one another by a respective wire spacing segment 534 (shown in dotted lines inFIG. 8 ). Thewire 514 forms a plurality of secondrod abutting regions 522 for being in abutment contact with a commonhorizontal rod 506, and each first rod opening 520 slidably receives a respectivevertical rod 504 therein. The spacingsegments 534 of thewire 514 are securable to thepanel 502, and are preferably embedded within thepanel 502, such that only the V-shape brackets 512 protrude out of thepanel 502 for connection to the 504, 506.rods - The
system 500 typically includes a plurality of foldedrigid wire 514 positioned in a side-by-side configuration with each V-shape bracket 512 being in register with a corresponding V-shape bracket 512 of eachwire 514 such that all registeredsecond end openings 520 are adapted to slidably receive a respectivevertical rod 504 therein. The plurality ofrigid wires 514 are typically secured to each other via a plurality of cross bars 536 spaced apart from one another, with therigid wires 514 and the cross bars 536 forming a foldedwire mesh 538 together. - As better shown in
FIG. 8 , at least one, preferably twocross bars 536 are located adjacent each bracket closedsecond end 518 of registered V-shape brackets 512 to being in abutment contact with correspondinghorizontal rods 506 when they are in abutment contact with thevertical rods 504 positioned through correspondingfirst rod openings 520, and typically form theback ridges 526. - In
FIGS. 7 to 9 , theintermediate structure 90 a is a similar folded wire mesh than the abovefifth embodiment 500 with accordion type shapehorizontal wires 94 positioned in a side-by-side configuration and attached to each other via vertical cross bars 96. The accordiontype shape wires 94 form alternatingsecond end openings 98 to receive respectivevertical bars 504′, with the cross bars 96 typically forming corresponding backridges 99 to abut the respective 506, 506′.horizontal rods - Now referring more specifically to
FIGS. 10 to 12 , anotherembodiment 600 of the panel interlocking system in accordance with the present invention is shown. Thissixth system 600 includes a plurality ofindependent brackets 612 each having a generally T-shapedfirst end 616 adapted to slidably engage corresponding T-shape channel 628 formed along thepanel 602. Eachbracket 612 is typically spaced from the adjacent twobrackets 612 engaged into thesame channel 628 by generally elongated correspondingbracket spacers 640 located therebetween and, preferably, also slidably engaging thesame channel 628. - The
abutting region 622 of thebracket 612 forms a recessedseat 642 that essentially helps positioning and prevents sliding of thehorizontal rod 606 thereon, which proves useful when thehorizontal rods 606 are installed prior to thevertical rods 604. - Typically, the
bracket 612 further includes a top portion of thevertical rod opening 620 that is a countersunk throughhole 644 quite helpful for guiding the correspondingvertical rod 604 when slidably inserting thevertical rod 604 therein, usually from the top toward the bottom. - Optionally, the
bracket 612 includes achannel 646 extending transversally through thebody 614 and located between the first 616 and second 618 ends to guide and position a generally horizontalelongated member 648, such as a plumbing pipe, an electrical conduit or wire(s), a hollow pipe or the like, that is abuttingly supported therein. - Referring more specifically to
FIG. 12 a, theabutting region 622 of thebracket 612 alternatively includes a generally angledsegment 641 relative to a direction perpendicular to the panel plane and downwardly toward the bracketfirst end 616 for abuttingly receiving thehorizontal rod 606 thereagainst. Theangled segment 641 also essentially helps the positioning of thehorizontal rod 606 thereon against theback ridge 626 and prevents sliding of therod 606, which proves useful when thehorizontal rods 606 are installed prior to thevertical rods 604. - Now referring more specifically to
FIGS. 13 to 15 , 700, 800 of the panel interlocking system in accordance with the present invention are shown. Thisother embodiments seventh system 700 includes a plurality ofindependent brackets 712 each afirst end 716 with afirst end surface 750 facing substantially away from thesecond end 718 for being in abutment contact with asurface 703 of thepanel 702 facing thebrackets 712 and the 704, 706.rods - The
first end 716 typically includes at least one, preferably two bracket throughopenings 752 extending through said first end surface for receiving afastener 754 therethrough for connection to thepanel 702. To this end, as shown inFIGS. 16 and 17 , thesystem 700 further includes the generallycylindrical fastener 754 that extends through a throughbore 756 of thepanel 702 and has aprotrusion 758 extending out of thepanel surface 703. Theprotrusion 758 generally defines acircumferential groove 760 adjacent thepanel surface 703 such that the throughopening 752 slidably engages thecircumferential groove 760 via anopening mouth 752′ for securing thebracket 712 to thepanel 702. - In
FIG. 16 , thefastener 754 typically includes ahead 762 adapted to be in abutment contact with theopposite surface 705 of thepanel 702 facing generally away from thebracket 712. Alternatively, thehead 762 adapted to engage a counter bore 756′ of the panel throughbore 756 on the panelsecond surface 705 to allow thefastener head 762 to rest below, and preferably in register with, the panelsecond surface 705, as shown inFIG. 17 , such that thesurface 705 and heads 762 are then coverable by a fiberglass skin or the like. - Referring back to
FIGS. 13 to 15 , the bracketsecond end 718 has a U-shape with the base wall of the U-shape forming theback ridge 726 abuttingly receiving thehorizontal rod 706, and one of the two, generally parallel, side walls of the U-shape forming therod abutting region 722. At least one, preferably both side walls of the U-shape having thefirst rod openings 720 of thebrackets 712 extending there through. - Furthermore, when a plurality of
panels 702 are positioned side by side, a series ofbrackets 712 preferably secure to twoadjacent panels 702, with each one of the bracket throughopenings 752 slidably engaging afastener 754 of a respectiveadjacent panel 702, to retain the panels adjacent to one another. Such an interlocking system is essentially used on one side of the wall only since the assembly ofbrackets 712 on a second facing panel is more complex. - This
eighth system 800 includes a plurality ofindependent plates 814 each including a plurality registeredbrackets 812. All bracket first ends 816 of acommon plate 814 have an H-shape with eachopen cavity 864 of the H-shape being adapted to slidably receive a panel side edge. As illustrated, thepanels 802, preferably forming an internal side of the concrete wall, are typically corrugated with horizontal corrugations (seeFIG. 13 ) to allow a thinner concrete wall for a same resistance and inwardly or internally curved (seeFIG. 14 ) to provide for empty spaces between thepanels 802 and internal boards (such as plasterboards (known as Gyproc™ panel) or the like—not shown) to extend power grid wirings, plumbing hardware or the like (not shown) therein. The inward curve of thepanels 802 allow to transfer the outward load from the concrete to theplates 814 that are retained to thehorizontal rods 706 and theback panels 702 viavertical rods 804. -
FIG. 18 shows analternate embodiment 754′ of a fastener used with an intermediate panel structure (90 d as shown inFIG. 23 ) or panel and having oneprotrusion 758 with correspondingcircumferential groove 760 extending from a respective surface of thepanel structure 90 d. - Now referring more specifically to
FIGS. 19 and 20 , anotherembodiment 700 a of a panel interlocking system in accordance with the present invention is shown, which is similar to theseventh embodiment 700. The main difference is that thebracket 712 a has a generally cylindrical-shapedbody 714 a withfirst end 716 a that directly extends through the panel bore 756 and includes ahead 762′ to abut the panel oppositesurface 705. Similarly to thefastener 754, thebracket 712 a includes acircumferential groove 760 a adjacent thepanel surface 703 to allow a panel link (betweenadjacent bores 756 of adjacent panels 702)/stiffener bar 766 (betweenadjacent bores 756 of a same panel 702). Although not shown,such panel bar 766 could be angled to connect adjacent panels angled relative to one another. Each bracketsecond end 718 a includes a diametrictransversal channel 768 adapted to receive thehorizontal rod 706 a therein, and a first rod through opening 720 a extending generally orthogonally to thechannel 768 to slidably receive thevertical rod 704 a therein. - Now referring more specifically to
FIGS. 21 and 22 , 700 b, 700 c of thealternate embodiments panel interlocking system 700 in accordance with the present invention are shown, in which the 712 b, 712 c essentially differ fromrespective brackets bracket 712 and are secured to corresponding 704 b, 704 c andvertical rods horizontal rod 706. 712 b, 712 c each are of a generally L-shape with the base wall of the L-shape forming the bracketBrackets 716 b, 716 c, and the free end of the elongated wall of the L-shape having thefirst end first rod opening 720 extending there through and the adjacent second rod abutment region 722 (bracket 712 c only in this case) to form the bracketsecond end 718. The first end of thebracket 712 b has anopening 752 with amouth 752′ to slidably engage thecorresponding fastener 754 protruding from thepanel 702 b, similar tobracket 712. On the other side, thebracket 712 c simply includes a throughclosed opening 752 c adapted to be engaged by a screw-type fastener 754 c or the like when the securing is done onto an existingwall 702 c or the like (not accessible from both sides or simply too thick). - Now referring more specifically to
FIGS. 23 and 24 , anotherembodiment 90 d of an intermediate panel structure usingvertical members 92 d similar to themembers 92 ofFIGS. 4 to 6 but having opposedlongitudinal side channels 93 adapted to be engaged by arespective edge wall 42 of an adjacentintermediate panel 40. Theintermediate panel 40 typically includesfasteners 754′ slidably receivingbrackets 712 b (with a squaredsecond end 718 b), 712 d on back and front side ofFIG. 23 respectively (or top and bottom side ofFIG. 24 respectively).Brackets 712 d, ofpanel interlocking system 700 d in accordance with the present invention, have a generally U-shape with the base wall of the U-shape forming the bracketfirst end 716 d and having a through opening (not shown) with a side mouth (not shown) to engage thecorresponding protrusion 758 of thefastener 754′. The 712 b, 712 d and thebrackets vertical members 92 d are in register with each other to connect to respective horizontal 706 b, 706 d and vertical 704 b, 704 d rods. This embodiment is the most suitable to use when shotcrete (concrete shot under pressure using a gun or the like) is considered, to form an insulated sandwich panel (not shown). - Depending on the type and material of the panel that is considered, the different components of the present panel interlocking system could be made out of numerous materials such as metal, plastic, or the like type materials using a wide variety of manufacturing processes.
- All plates described hereinabove are typically weight relieved mainly to allow a better flow of concrete when poured thereon as well as a better adherence of the concrete onto the plate to preserve a unitary strong concrete wall.
- Although the present invention has been described with a certain degree of particularity, it is to be understood that the disclosure has been made by way of example only and that the present invention is not limited to the features of the embodiments described and illustrated herein, but includes all variations and modifications within the scope and spirit of the invention as hereinafter claimed.
Claims (23)
1. A panel interlocking system (100) for locking a panel (102) to an opposite panel structure (202), said system (100) being adapted to connect to substantially orthogonal first (104) and second (106) rods positioned generally parallel to a plane defined by the panel (102), and to be embedded therewith in a filler material poured adjacent the panel (102) in a direction toward the panel structure (202), said system (100) comprising:
at least one panel securing bracket (112) having a body (114) with a first end (116) for connecting to the panel (102) and a generally opposite second end (118) for connecting to the orthogonal rods (104,106), the second end (118) having at least one first rod opening (120) extending therethrough for slidably receiving the first rod (104) therein, the second end (118) defining a second rod abutting region (122) adjacent the at least one first rod opening (120) in a direction toward the first end (116) for being in abutment contact with the second rod (106), whereby said second rod (106) being adapted to be in abutment contact to and between the first rod (104) and a structure rod (204) so as to be interlocked therebetween for locking the panel (102) to the panel structure (202).
2. The system of claim 1 , wherein said first end (716) includes a first end surface (750) facing substantially away from said second end (718) for being in abutment contact with a surface (703) of the panel (702).
3. The system of claim 2 , wherein said first end (716) includes a through opening (752) extending through said first end surface (750) for receiving a fastener (754) therethrough for connection to the panel (702).
4. The system of claim 2 , further including a generally cylindrical fastener (754) extending through a through bore (756) of the panel (702) and having a protrusion (758) extending out of said panel surface (703), said protrusion (758) defining a circumferential groove (760) adjacent the panel surface (703), wherein said first end (716) includes a through opening (752) slidably engaging said circumferential groove (760) via an opening mouth (752′) for securing the bracket (712) to the panel (702).
5. The system of claim 4 , wherein said cylindrical fastener (754) includes a head (762) adapted to be in abutment contact with a panel second surface (705) facing generally away from the bracket (712).
6. The system of claim 4 , wherein said cylindrical fastener (754) includes a head (762) adapted to engage a counter bore (756′) of the panel through bore (756) on a panel second surface (705) facing generally away from the bracket (712) so as to allow the fastener head (762) to rest below the panel second surface (705).
7-9. (canceled)
10. The system of claim 1 , wherein said body (114) has a generally V-shape defining an open end and an opposite closed end forming said first end (116) and said second end (118) respectively, said open end (116) being securable to the panel (102), said closed end (118) being rounded so as to form said first rod opening (120).
11. The system of claim 10 , wherein said body (114) is made out of a plate folded to form the V-shape.
12. The system of claim 11 , wherein said folded plate (114) defines a plurality of said bracket (112) being positioned in an end-to-end configuration with all said first rod openings (120) being in register with each other for slidably receiving the first rod (104) therein, said closed end (118) including a plurality of cutouts (124) extending from the second end (118) toward the first end (116), each said cutout (124) defining a respective said second rod abutting region (122) for being in abutment contact with a respective said second rod (106).
13. The system of claim 10 , wherein said body (514) is made out of a rigid wire folded to form a plurality of said V-shape of said brackets (512) positioned in a side-by-side configuration with two adjacent said V-shapes (512) being spaced apart from one another by a respective wire spacing segment (534), the wire forming a plurality of said second rod abutting region (522) for being in abutment contact with the second rod (506), each said first rod opening (520) being for slidably receiving a respective said first rod (504) therein, said spacing segments (534) of the wire (514) being securable to the panel (502).
14. The system of claim 13 , wherein said spacing segments (534) of the wire are embedded within the panel (502), whereby said V-shapes (512) protrude out of said panel (502) for connecting to the first (504) and second (506) rods.
15. The system of claim 13 , including a plurality of said folded rigid wire (514) positioned in a side-by-side configuration with each said V-shape (512) being in register with a corresponding said V-shape of each said rigid wire (514), whereby all registered second end openings (520) being adapted for slidably receiving a respective said first rod (504) therein, said plurality of rigid wires (514) being secured to each other via a plurality of cross bars (536) spaced apart from one another, whereby said rigid wires (514) and said cross bars (536) forming a folded wire mesh (538).
16. The system of claim 15 , wherein at least one said cross bar (536) is located adjacent each said bracket closed second end (518) of registered V-shapes (512) for being in abutment contact with corresponding said second rods (506) when corresponding said second rods (506) are in abutment contact with said first rods (504) positioned through corresponding said first rod openings (520).
17. The system of claim 1 , wherein said body (214) is made out of a plate having said first end (216) being folded substantially orthogonally relative to the plate (214) for securing to the panel (202), said plate (214) having said second end (218) being arcuately folded to form a saddle facing toward the first end (216) and defining said first rod opening (220) for slidably receiving the first rod (204) therein.
18. The system of claim 17 , wherein said saddle (220) extends over at least an angle of about 270 degrees for defining said first rod opening.
19. The system of claim 17 , wherein said plate (214) defines a plurality of said bracket (212) being positioned in an end-to-end configuration with all said first rod openings (220) being in register with each other for slidably receiving the first rod (204) therein, said plate (214) including a plurality of cutouts (224) extending from the second end (218) toward the first end (216) defining adjacent said first rod openings (220), each said cutout (224) defining a respective said second rod abutting region (222) for being in abutment contact with a respective said second rod (106).
20. The system of claim 19 , wherein said first ends (216) of said plate (214) are folded orthogonally relative to the plate (214) in an alternating configuration in opposite directions.
21-23. (canceled)
24. The system of claim 1 , wherein a plurality of said bracket (712) being positioned in an end-to-end configuration with all said first rod openings (720) being in register with each other to slidably receive the first rod (704) therein.
25-29. (canceled)
30. A panel interlocking system (100) for attachment to an opposite panel structure (202), said system comprising:
a panel (102) for locking to the panel structure (202);
at least one first rod (104) and at least one second rod (106), substantially orthogonal to each other, positioned generally parallel to a plane defined by the panel (102); and
at least one bracket (112) having a body (114) with a first end (116) connecting to the panel (102) and a generally opposite second end (118) connecting to the orthogonal rods (104,106), the second end (118) having at least one first rod opening (120) extending therethrough for slidably receiving the first rod (104) therein, the second end (118) defining a second rod abutting region (122) adjacent the at least one first rod opening (120) in a direction toward the first end (116) for being in abutment contact with the second rod (106), said second rod (106) being adapted to be in abutment contact to and between the first rod (104) and a structure rod (204) so as to be interlocked therebetween for locking the panel (102) to the panel structure (202), whereby said at least one bracket (112), said first (104) and second (106) rods and the structure rod (204) being adapted to be embedded within a filler material poured adjacent the panel (102) in a direction toward the panel structure (202).
31. A method for interlocking a panel (102) to an opposite panel structure (202), said panel (102) connecting to a first end (116) of a body (114) of at least one bracket (112), the bracket (112) having a generally opposite free second end (118), said method comprising the steps of:
positioning the panel (102) in a face-to-face configuration with the structure panel (202), with the at least one bracket (112) extending toward the panel structure (202);
slidably engaging, in a first direction generally parallel to a plane defined by the panel (102), a first rod (104) into at least one first rod opening (120) extending through the second end (118);
engaging, in a second direction substantially perpendicular to the first direction and generally parallel to the panel plane, a second rod (106) in abutment contact with a second rod abutting region (122) adjacent the at least one first rod opening (120), said second rod (106) being located adjacent said first rod (104) between said first rod (104) and said panel (102); and
slidably engaging, in a direction substantially parallel to the first direction, a structure rod (204) into at least one rod receiving structure bracket (212), said second rod (106) being adapted to be in abutment contact to and between the first rod (104) and the structure rod (204) so as to be interlocked therebetween for locking the panel (102) to the panel structure (202).
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/CA2008/001277 WO2010003211A1 (en) | 2008-07-11 | 2008-07-11 | Panel interlocking system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20110099932A1 true US20110099932A1 (en) | 2011-05-05 |
Family
ID=41506607
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US12/737,404 Abandoned US20110099932A1 (en) | 2008-07-11 | 2008-07-11 | Panel interlocking system |
Country Status (3)
| Country | Link |
|---|---|
| US (1) | US20110099932A1 (en) |
| CA (1) | CA2730526A1 (en) |
| WO (1) | WO2010003211A1 (en) |
Cited By (37)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20120085062A1 (en) * | 2010-10-11 | 2012-04-12 | Michael Neumayr | Prefabricated shear wall system with integrated channels |
| US20120137613A1 (en) * | 2010-12-02 | 2012-06-07 | Schurmann Stephan E | Insulated Concrete Walls |
| US8844224B2 (en) * | 2012-04-30 | 2014-09-30 | James Scot LINDQUIST | Utility dowel bracket |
| US20150211230A1 (en) * | 2011-12-20 | 2015-07-30 | Margarita Jimenez Horwitz | Module for building facades and method of use in construction |
| US20160305139A1 (en) * | 2009-01-07 | 2016-10-20 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
| US20160305121A1 (en) * | 2011-06-03 | 2016-10-20 | Hercutech Inc. | Insulated concrete composite wall system |
| US20160340855A1 (en) * | 2009-07-15 | 2016-11-24 | Megamold Infrastructure Systems LLC | Modular construction mold apparatus and method for constructing concrete buildings and structures |
| US9784005B2 (en) | 2012-01-05 | 2017-10-10 | Cfs Concrete Forming Systems Inc. | Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components |
| US9783991B2 (en) | 2013-12-06 | 2017-10-10 | Cfs Concrete Forming Systems Inc. | Structure cladding trim components and methods for fabrication and use of same |
| US9790684B2 (en) * | 2010-10-11 | 2017-10-17 | Michael Neumayr | Modular wall system with integrated channels |
| US9790681B2 (en) | 2012-01-05 | 2017-10-17 | Cfs Concrete Forming Systems Inc. | Panel-to-panel connections for stay-in-place liners used to repair structures |
| US9856639B2 (en) * | 2012-08-07 | 2018-01-02 | Nandor Koszo | Wall assembly and a building structure including the wall assembly |
| US9982444B2 (en) | 2014-04-04 | 2018-05-29 | Cfs Concrete Forming Systems Inc. | Liquid and gas-impermeable connections for panels of stay-in-place form-work systems |
| US10022825B2 (en) | 2010-07-06 | 2018-07-17 | Cfs Concrete Forming Systems Inc. | Method for restoring, repairing, reinforcing, protecting, insulating and/or cladding a variety of structures |
| US20180209114A1 (en) * | 2015-07-22 | 2018-07-26 | James Foley | Trench box and method of assembly |
| US10077553B2 (en) * | 2010-10-11 | 2018-09-18 | Michael Neumayr | Modular wall system with integrated channels |
| US10151119B2 (en) | 2012-01-05 | 2018-12-11 | Cfs Concrete Forming Systems Inc. | Tool for making panel-to-panel connections for stay-in-place liners used to repair structures and methods for using same |
| US20190100910A1 (en) * | 2016-03-22 | 2019-04-04 | Glavloc Build Systems Limited | A construction system |
| US10280636B2 (en) | 2007-11-09 | 2019-05-07 | Cfs Concrete Forming Systems Inc. | Connector components for form-work systems and methods for use of same |
| US20190136521A1 (en) * | 2017-11-09 | 2019-05-09 | Kach Inc. | Metal skeleton for the reinforcement of concrete walls and floors |
| US20190195255A1 (en) * | 2010-09-24 | 2019-06-27 | Hiroshi Shimizu | Accessory attachment structure for steel plate-reinforced concrete structure, design system and design method of steel plate-reinforced concrete structure, consruction method of steel plate-reinforced concrete structure, and steel plate-reinforced concrete structure |
| US20200080311A1 (en) * | 2016-12-14 | 2020-03-12 | Lifting Point Pre-Form Pty Limited | Support module for a structure |
| US20200173170A1 (en) * | 2017-06-20 | 2020-06-04 | Haim Bar | Insulating concrete form |
| US10731333B2 (en) | 2015-12-31 | 2020-08-04 | Cfs Concrete Forming Systems Inc. | Structure-lining apparatus with adjustable width and tool for same |
| CN112227404A (en) * | 2020-10-12 | 2021-01-15 | 山东大学 | Connection system and connection method of prefabricated composite foundation and prefabricated composite shear wall |
| CN112227403A (en) * | 2020-10-12 | 2021-01-15 | 山东大学 | Connecting system and connecting method for prefabricated superposed foundation and full-prefabricated shear wall |
| WO2021156874A1 (en) * | 2020-02-06 | 2021-08-12 | Ofer Porat | Cladded wall system |
| US11174634B2 (en) * | 2019-07-24 | 2021-11-16 | Framing Systems, Inc. | Prefabricated concrete form with stairs |
| US20220290429A1 (en) * | 2021-03-12 | 2022-09-15 | Ascent Projects Inc. | Building System Including Concrete Formwork Using Concrete Shells |
| EP4069913A1 (en) * | 2019-12-06 | 2022-10-12 | Laszlo Mathe | Assembly for forming a thermally insulated wall, connecting device, fastening device, and plate |
| US11512483B2 (en) | 2017-12-22 | 2022-11-29 | Cfs Concrete Forming Systems Inc. | Snap-together standoffs for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures |
| US11674322B2 (en) | 2019-02-08 | 2023-06-13 | Cfs Concrete Forming Systems Inc. | Retainers for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures |
| USD992405S1 (en) * | 2021-08-30 | 2023-07-18 | Chien-Ho WANG | Fastening device |
| USD996197S1 (en) * | 2021-08-30 | 2023-08-22 | Chien-Ho WANG | Fastening device |
| US11821204B2 (en) | 2017-04-03 | 2023-11-21 | Cfs Concrete Forming Systems Inc. | Longspan stay-in-place liners |
| USD1010434S1 (en) * | 2021-08-30 | 2024-01-09 | Chien-Ho WANG | Fastening device |
| US12037801B2 (en) | 2009-01-07 | 2024-07-16 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2567033A4 (en) * | 2010-05-06 | 2013-12-18 | Unitised Building Ltd | A building structure |
| ITTO20111250A1 (en) * | 2011-12-31 | 2012-03-31 | Michele Caboni | CONICAL OR SEMICONIC CONNECTOR AND CONSTRUCTION STRUCTURE OBTAINED THROUGH A PLURALITY OF SUCH CONNECTORS. |
| ITVI20130218A1 (en) * | 2013-09-03 | 2015-03-04 | Raffaele Fedele | SPACER DEVICE FOR ARMORING, WALL PANEL FOR FORMWORK AND FORMWORK FOR REINFORCED CONCRETE THAT INCLUDES THEM |
| CN104675008B (en) * | 2015-02-23 | 2016-08-10 | 上海闵轩钢结构工程有限公司 | A kind of fiber cement board combined wall and preparation method thereof |
| CN105821990B (en) * | 2016-05-18 | 2017-11-14 | 浙江宝龙建设有限公司 | Moisture-proof and thermal insulation exterior wall of light steel keel house |
| AU2019215800B2 (en) * | 2018-02-02 | 2024-07-25 | OZM Australia Pty Ltd | Lost formwork cladding and connector and method of using same |
| CN112049284A (en) * | 2020-10-20 | 2020-12-08 | 河北新农建节能科技有限公司 | Net frame type built-in heat-insulation concrete composite wall with multipurpose connecting rods and construction method |
| CN112502325A (en) * | 2020-12-11 | 2021-03-16 | 天长市飞龙金属制品有限公司 | Concrete shear wall construction process based on steel grating |
| CN115199060B (en) * | 2022-08-15 | 2024-08-06 | 中国建筑第八工程局有限公司 | Bidirectional accurate positioning device for dry-hanging curtain wall installation and construction method thereof |
Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2964821A (en) * | 1956-07-05 | 1960-12-20 | Donald E Meehan | Apparatus for constructing building walls |
| US3788020A (en) * | 1966-03-22 | 1974-01-29 | Roher Bohm Ltd | Foamed plastic concrete form with fire resistant tension member |
| US3959940A (en) * | 1973-01-17 | 1976-06-01 | Ramberg Lawrence R | Reinforcing assembly and reinforced concrete building walls |
| US4574550A (en) * | 1984-05-21 | 1986-03-11 | Jack Maschhoff | Building wall and insulation assembly |
| US4730422A (en) * | 1985-11-20 | 1988-03-15 | Young Rubber Company | Insulating non-removable type concrete wall forming structure and device and system for attaching wall coverings thereto |
| US4889310A (en) * | 1988-05-26 | 1989-12-26 | Boeshart Patrick E | Concrete forming system |
| US5893252A (en) * | 1996-05-16 | 1999-04-13 | Hardy Construction Technology, Llc | System for affixing rebar lattice to receive concrete |
| US6240692B1 (en) * | 2000-05-26 | 2001-06-05 | Louis L. Yost | Concrete form assembly |
| US6247280B1 (en) * | 1999-04-23 | 2001-06-19 | The Dow Chemical Company | Insulated wall construction and forms and method for making same |
| US20050155307A1 (en) * | 2004-01-19 | 2005-07-21 | Patrick Timony | Hanger for insulated concrete system and method of installation thereof and method of installing a retrofit hanger in an insulated concrete |
| US6935081B2 (en) * | 2001-03-09 | 2005-08-30 | Daniel D. Dunn | Reinforced composite system for constructing insulated concrete structures |
| US20050204695A1 (en) * | 2002-03-01 | 2005-09-22 | Paul Blazevic | Building panel and construction method |
| US7082732B2 (en) * | 2003-08-06 | 2006-08-01 | Canstroy International Inc. | Insulated concrete wall forming system and hinged bridging webs |
| US7143563B1 (en) * | 2003-05-20 | 2006-12-05 | Palmer Douglas A | Tie and tie method for binding together adjacent support elements |
| US20080168734A1 (en) * | 2006-09-20 | 2008-07-17 | Ronald Jean Degen | Load bearing wall formwork system and method |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2800112B1 (en) * | 1999-10-22 | 2002-05-24 | Philippe Durand | CONCRETE WALL FRAME |
| US6898912B2 (en) * | 2002-04-15 | 2005-05-31 | Leonid G. Bravinski | System and method for the reinforcement of concrete |
-
2008
- 2008-07-11 US US12/737,404 patent/US20110099932A1/en not_active Abandoned
- 2008-07-11 WO PCT/CA2008/001277 patent/WO2010003211A1/en not_active Ceased
- 2008-07-11 CA CA2730526A patent/CA2730526A1/en not_active Abandoned
Patent Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2964821A (en) * | 1956-07-05 | 1960-12-20 | Donald E Meehan | Apparatus for constructing building walls |
| US3788020A (en) * | 1966-03-22 | 1974-01-29 | Roher Bohm Ltd | Foamed plastic concrete form with fire resistant tension member |
| US3959940A (en) * | 1973-01-17 | 1976-06-01 | Ramberg Lawrence R | Reinforcing assembly and reinforced concrete building walls |
| US4574550A (en) * | 1984-05-21 | 1986-03-11 | Jack Maschhoff | Building wall and insulation assembly |
| US4730422A (en) * | 1985-11-20 | 1988-03-15 | Young Rubber Company | Insulating non-removable type concrete wall forming structure and device and system for attaching wall coverings thereto |
| US4889310A (en) * | 1988-05-26 | 1989-12-26 | Boeshart Patrick E | Concrete forming system |
| US5893252A (en) * | 1996-05-16 | 1999-04-13 | Hardy Construction Technology, Llc | System for affixing rebar lattice to receive concrete |
| US6247280B1 (en) * | 1999-04-23 | 2001-06-19 | The Dow Chemical Company | Insulated wall construction and forms and method for making same |
| US6240692B1 (en) * | 2000-05-26 | 2001-06-05 | Louis L. Yost | Concrete form assembly |
| US6935081B2 (en) * | 2001-03-09 | 2005-08-30 | Daniel D. Dunn | Reinforced composite system for constructing insulated concrete structures |
| US20050204695A1 (en) * | 2002-03-01 | 2005-09-22 | Paul Blazevic | Building panel and construction method |
| US7143563B1 (en) * | 2003-05-20 | 2006-12-05 | Palmer Douglas A | Tie and tie method for binding together adjacent support elements |
| US7082732B2 (en) * | 2003-08-06 | 2006-08-01 | Canstroy International Inc. | Insulated concrete wall forming system and hinged bridging webs |
| US20050155307A1 (en) * | 2004-01-19 | 2005-07-21 | Patrick Timony | Hanger for insulated concrete system and method of installation thereof and method of installing a retrofit hanger in an insulated concrete |
| US20080168734A1 (en) * | 2006-09-20 | 2008-07-17 | Ronald Jean Degen | Load bearing wall formwork system and method |
Cited By (56)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10280636B2 (en) | 2007-11-09 | 2019-05-07 | Cfs Concrete Forming Systems Inc. | Connector components for form-work systems and methods for use of same |
| US12037801B2 (en) | 2009-01-07 | 2024-07-16 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
| US11512484B2 (en) | 2009-01-07 | 2022-11-29 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
| US10662661B2 (en) | 2009-01-07 | 2020-05-26 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
| US20160305139A1 (en) * | 2009-01-07 | 2016-10-20 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
| US9879436B2 (en) * | 2009-01-07 | 2018-01-30 | Cfs Concrete Forming Systems Inc | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
| US20160340855A1 (en) * | 2009-07-15 | 2016-11-24 | Megamold Infrastructure Systems LLC | Modular construction mold apparatus and method for constructing concrete buildings and structures |
| US10022825B2 (en) | 2010-07-06 | 2018-07-17 | Cfs Concrete Forming Systems Inc. | Method for restoring, repairing, reinforcing, protecting, insulating and/or cladding a variety of structures |
| US20190195255A1 (en) * | 2010-09-24 | 2019-06-27 | Hiroshi Shimizu | Accessory attachment structure for steel plate-reinforced concrete structure, design system and design method of steel plate-reinforced concrete structure, consruction method of steel plate-reinforced concrete structure, and steel plate-reinforced concrete structure |
| US10077553B2 (en) * | 2010-10-11 | 2018-09-18 | Michael Neumayr | Modular wall system with integrated channels |
| US9790684B2 (en) * | 2010-10-11 | 2017-10-17 | Michael Neumayr | Modular wall system with integrated channels |
| US20120085062A1 (en) * | 2010-10-11 | 2012-04-12 | Michael Neumayr | Prefabricated shear wall system with integrated channels |
| US9249572B2 (en) * | 2010-10-11 | 2016-02-02 | Michael Neumayr | Prefabricated shear wall system with integrated channels |
| US20120137613A1 (en) * | 2010-12-02 | 2012-06-07 | Schurmann Stephan E | Insulated Concrete Walls |
| US20160305121A1 (en) * | 2011-06-03 | 2016-10-20 | Hercutech Inc. | Insulated concrete composite wall system |
| US10151106B2 (en) * | 2011-06-03 | 2018-12-11 | Hercutech, Inc. | Insulated concrete composite wall system |
| US20150211230A1 (en) * | 2011-12-20 | 2015-07-30 | Margarita Jimenez Horwitz | Module for building facades and method of use in construction |
| US9790681B2 (en) | 2012-01-05 | 2017-10-17 | Cfs Concrete Forming Systems Inc. | Panel-to-panel connections for stay-in-place liners used to repair structures |
| US9784005B2 (en) | 2012-01-05 | 2017-10-10 | Cfs Concrete Forming Systems Inc. | Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components |
| US10151119B2 (en) | 2012-01-05 | 2018-12-11 | Cfs Concrete Forming Systems Inc. | Tool for making panel-to-panel connections for stay-in-place liners used to repair structures and methods for using same |
| US8844224B2 (en) * | 2012-04-30 | 2014-09-30 | James Scot LINDQUIST | Utility dowel bracket |
| US9856639B2 (en) * | 2012-08-07 | 2018-01-02 | Nandor Koszo | Wall assembly and a building structure including the wall assembly |
| US9783991B2 (en) | 2013-12-06 | 2017-10-10 | Cfs Concrete Forming Systems Inc. | Structure cladding trim components and methods for fabrication and use of same |
| US20180313099A1 (en) * | 2014-04-04 | 2018-11-01 | Cfs Concrete Forming Systems Inc. | Liquid and gas-impermeable connections for panels of stay-in-place form-work systems |
| US9982444B2 (en) | 2014-04-04 | 2018-05-29 | Cfs Concrete Forming Systems Inc. | Liquid and gas-impermeable connections for panels of stay-in-place form-work systems |
| US10450763B2 (en) * | 2014-04-04 | 2019-10-22 | Cfs Concrete Forming Systems Inc. | Liquid and gas-impermeable connections for panels of stay-in-place form-work systems |
| US10604906B2 (en) * | 2015-07-22 | 2020-03-31 | Kames Foley | Trench box and method of assembly |
| US11286634B2 (en) * | 2015-07-22 | 2022-03-29 | 2307050 Alberta Ltd. | Trench box and method of assembly |
| US12173464B2 (en) * | 2015-07-22 | 2024-12-24 | 2307050 Alberta Ltd. | Trench box and method of assembly |
| US20180209114A1 (en) * | 2015-07-22 | 2018-07-26 | James Foley | Trench box and method of assembly |
| US20220220689A1 (en) * | 2015-07-22 | 2022-07-14 | 1814966 Alberta Ltd. | Trench box and method of assembly |
| US11499308B2 (en) | 2015-12-31 | 2022-11-15 | Cfs Concrete Forming Systems Inc. | Structure-lining apparatus with adjustable width and tool for same |
| US11053676B2 (en) | 2015-12-31 | 2021-07-06 | Cfs Concrete Forming Systems Inc. | Structure-lining apparatus with adjustable width and tool for same |
| US10731333B2 (en) | 2015-12-31 | 2020-08-04 | Cfs Concrete Forming Systems Inc. | Structure-lining apparatus with adjustable width and tool for same |
| US10724232B2 (en) * | 2016-03-22 | 2020-07-28 | Glavloc Build Systems Limited | Construction system |
| US20190100910A1 (en) * | 2016-03-22 | 2019-04-04 | Glavloc Build Systems Limited | A construction system |
| US11866939B2 (en) * | 2016-12-14 | 2024-01-09 | Inquik Ip Holdings Pty Ltd | Support module for a structure |
| US20200080311A1 (en) * | 2016-12-14 | 2020-03-12 | Lifting Point Pre-Form Pty Limited | Support module for a structure |
| US11821204B2 (en) | 2017-04-03 | 2023-11-21 | Cfs Concrete Forming Systems Inc. | Longspan stay-in-place liners |
| US12158000B2 (en) | 2017-04-03 | 2024-12-03 | Cfs Concrete Forming Systems Inc. | Longspan stay-in-place liners |
| US20200173170A1 (en) * | 2017-06-20 | 2020-06-04 | Haim Bar | Insulating concrete form |
| US20190136521A1 (en) * | 2017-11-09 | 2019-05-09 | Kach Inc. | Metal skeleton for the reinforcement of concrete walls and floors |
| US11761220B2 (en) | 2017-12-22 | 2023-09-19 | Cfs Concrete Forming Systems Inc. | Snap-together standoffs for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures |
| US11512483B2 (en) | 2017-12-22 | 2022-11-29 | Cfs Concrete Forming Systems Inc. | Snap-together standoffs for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures |
| US11674322B2 (en) | 2019-02-08 | 2023-06-13 | Cfs Concrete Forming Systems Inc. | Retainers for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures |
| US11174634B2 (en) * | 2019-07-24 | 2021-11-16 | Framing Systems, Inc. | Prefabricated concrete form with stairs |
| US11821202B2 (en) | 2019-07-24 | 2023-11-21 | Framing Systems, Inc. | Prefabricated concrete form with stairs |
| US20230040469A1 (en) * | 2019-12-06 | 2023-02-09 | Laszlo Mathe | Assembly for forming a thermally insulated wall, connecting device, fastening device, and panel |
| EP4069913A1 (en) * | 2019-12-06 | 2022-10-12 | Laszlo Mathe | Assembly for forming a thermally insulated wall, connecting device, fastening device, and plate |
| WO2021156874A1 (en) * | 2020-02-06 | 2021-08-12 | Ofer Porat | Cladded wall system |
| CN112227404A (en) * | 2020-10-12 | 2021-01-15 | 山东大学 | Connection system and connection method of prefabricated composite foundation and prefabricated composite shear wall |
| CN112227403A (en) * | 2020-10-12 | 2021-01-15 | 山东大学 | Connecting system and connecting method for prefabricated superposed foundation and full-prefabricated shear wall |
| US20220290429A1 (en) * | 2021-03-12 | 2022-09-15 | Ascent Projects Inc. | Building System Including Concrete Formwork Using Concrete Shells |
| USD996197S1 (en) * | 2021-08-30 | 2023-08-22 | Chien-Ho WANG | Fastening device |
| USD1010434S1 (en) * | 2021-08-30 | 2024-01-09 | Chien-Ho WANG | Fastening device |
| USD992405S1 (en) * | 2021-08-30 | 2023-07-18 | Chien-Ho WANG | Fastening device |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2010003211A1 (en) | 2010-01-14 |
| CA2730526A1 (en) | 2010-01-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20110099932A1 (en) | Panel interlocking system | |
| US8763331B2 (en) | Wall molds for concrete structure with structural insulating core | |
| US8161699B2 (en) | Building construction using structural insulating core | |
| US8800227B2 (en) | Connectors for concrete structure and structural insulating core | |
| US8756889B2 (en) | Metal stud building panel with foam block core | |
| US6260320B1 (en) | Concrete panel construction system | |
| US6729094B1 (en) | Pre-fabricated building panels and method of manufacturing | |
| US10151106B2 (en) | Insulated concrete composite wall system | |
| US8176696B2 (en) | Building construction for forming columns and beams within a wall mold | |
| US8458969B2 (en) | Stay-in-place form systems for form-work edges, windows and other building openings | |
| US7481032B2 (en) | Stud system for insulation of concrete structures | |
| US10287773B2 (en) | Formwork | |
| US20100257805A1 (en) | Concrete panel corner connection | |
| US20170009448A1 (en) | Masonry wall assembly | |
| US6321496B1 (en) | Insulated form assembly for a poured concrete wall | |
| US10753109B2 (en) | Concrete form tie, and concrete formwork comprising same | |
| US20060096236A1 (en) | Structural wall apparatuses, systems, and methods | |
| WO2010014192A1 (en) | A building construction for forming columns and beams within a wall mold | |
| WO2011138573A2 (en) | A construction system | |
| US20220049502A1 (en) | Systems and methods for retrofitting an existing building | |
| CA3014571A1 (en) | Concrete form tie, and concrete formwork comprising same | |
| EP1238172B1 (en) | Concrete panel construction system | |
| US20250223801A1 (en) | External walls and methods of constructing and cladding same | |
| JP3689168B2 (en) | Insulated foundation block combined with formwork | |
| JPH1181338A (en) | Concrete foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |