US20240060318A1 - Insert spacer - Google Patents
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- Publication number
- US20240060318A1 US20240060318A1 US17/889,913 US202217889913A US2024060318A1 US 20240060318 A1 US20240060318 A1 US 20240060318A1 US 202217889913 A US202217889913 A US 202217889913A US 2024060318 A1 US2024060318 A1 US 2024060318A1
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- US
- United States
- Prior art keywords
- spacer
- insert
- inner cavity
- anchor
- coupled
- 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
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/142—Means in or on the elements for connecting same to handling apparatus
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
- E04G15/04—Cores for anchor holes or the like around anchors embedded in the concrete
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/167—Tools or apparatus specially adapted for working-up plates, panels or slab shaped building elements
- E04G21/168—Tools or apparatus specially adapted for working-up plates, panels or slab shaped building elements used for tilting, e.g. from horizontal to vertical position or vice versa
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
- E04C5/206—Spacers having means to adapt the spacing distance
Definitions
- the present invention is directed to an insert for use with a spacer utilized in concrete construction.
- Inserts are commonly used in concrete construction provide a void/opening and a structure in a concrete slab which can be gripped to lift or move the concrete slab, for example to move the slab to a vertical orientation in tilt-up construction.
- concrete slabs may be formed at differing thickness.
- existing inserts it may be necessary to store, and retain on-site, a number of inserts having varying heights/thicknesses to accommodate the differing thickness of the slab. Accordingly existing systems can lead to inefficiencies in storing, transporting and locating the appropriate inserts.
- the present invention is directed to a system including an insert and a spacer or spacers that can be coupled to the insert to adjust the height/thickness of the insert. More particularly, in one embodiment, the invention is a system including an insert having a body defining an inner cavity at a first end thereof.
- the insert includes an anchor having an opening formed therein, where the opening of the anchor is positioned in the inner cavity of the insert.
- the system further includes a spacer having a first end that is couplable to a second end of the insert to thereby adjust a height of the insert.
- the spacer is configured to be coupled to another spacer at a second end of the spacer.
- FIG. 1 is an upper perspective view of an insert, with a cover positioned thereon;
- FIG. 2 shows the insert of FIG. 1 , with the cover removed;
- FIG. 3 is an end view of the insert of FIG. 1 ;
- FIG. 4 is an upper perspective view of a spacer
- FIG. 5 is a side view of the insert of FIG. 1 , in conjunction with the spacer of FIG. 4 ;
- FIG. 6 shows the insert and spacer of FIG. 5 , coupled together
- FIG. 7 is shows the insert of FIG. 1 coupled to two spacers
- FIG. 8 is a cross section of the insert and spacers of FIG. 7 ;
- FIG. 9 is detail view of the area indicated in FIG. 8 ;
- FIG. 10 is an upper perspective view of an alternative spacer
- FIG. 11 is an upper perspective view of another alternative spacer
- FIG. 12 is an upper perspective view of the insert/spacer of FIG. 6 , positioned within a form along with rebar positioned therein;
- FIG. 13 shows the assembly of FIG. 12 , filled with poured concrete
- FIG. 14 shows the assembly of FIG. 13 , with the covers of the inserts removed, exposing the anchors;
- FIG. 15 shows the panel of FIG. 14 in cross section, removed from the form, tilted up and positioned on a base.
- a spacer 10 is configured for use with an insert or void former 12 .
- the insert 12 includes a body 14 that is fluid tight (or generally fluid tight) and generally semi-ellipsoid in one embodiment but can have a variety of other shapes and configurations.
- the insert 12 /body 14 is generally or at least partially hollow, defining an inner cavity 16 (see FIGS. 2 and 8 ) therein having a lip 18 extending therearound.
- the insert 12 /body 14 has a first (upper) end 17 and an opposite second (lower) end 19 .
- the body 14 can be made of any of a wide variety of materials including polymers, plastics, thermoplastics, fiberglass or other materials which may exhibit low water absorption, relatively high strength and relatively high impact resistance.
- the insert 12 includes an anchor 20 (see FIGS. 2 and 8 ) having a generally longitudinally extending anchor body 22 .
- the distal (upper) end of the anchor 20 terminates in an annular tip 24 having an opening 26 formed therein.
- the tip 24 is a complete annular ring in which case the opening 26 is entirely closed, but the tip 24 can also have a slot formed therein or be generally “hook” shaped, in which case the opening 26 can be partially open.
- a lower end of the anchor 20 extends through an opening/hole 28 of the body 14 , and in one embodiment the hole 28 is generally sealed about/around the anchor 20 in a fluid tight or generally fluid-tight manner.
- the anchor 20 can be made of a variety of materials, but in once case is made of metal, such as steel, iron, or other metals or high-strength material. In one case, the anchor 20 can be made of a material that is stronger than the body 14 of the insert 12 .
- the insert 12 can include a base 30 that is coupled to the lower end of the anchor 20 .
- the base 30 can in one case be made of the same materials as those outlined above for the body 14 .
- the base 30 can include a center hub 32 and a plurality of legs 34 that extend radially outwardly from the hub 32 , where in one case the legs are 34 equally circumferentially spaced from each other.
- the hub 32 can be generally cylindrical as shown, but can also take the form of other shapes.
- the insert 12 /base 30 includes four equally circumferentially-spaced legs 34 , but the insert 12 /base 30 can include varying numbers of legs 34 , including for example three legs 34 in one case, or more than four legs 34 in another case.
- the base 30 /each leg 34 can include a number of feet or protrusions 36 , where each foot 36 is coupled to a leg 34 , at or adjacent to a distal end thereof in one case.
- the base 30 can also include a central foot or protrusion 36 a (see FIGS. 3 , 5 and 8 ) that is aligned with the anchor 22 /hub 32 .
- Each foot 36 can extend axially downwardly from the associated leg 34 /hub 32 and be oriented generally parallel with the central axis of the anchor 20 /spacer 10 in one case.
- each of the feet 36 can be aligned in a plane such that, when the insert 12 is positioned on a flat, planar surface, each foot 36 is in contact with the surface and the insert 12 is stably positioned.
- each foot 36 is shown as a protrusion, it should be understood that each foot 36 /protrusion can be replaced with a socket formed in each foot 36 (or in each leg 34 or hub 32 , such as at a distal end thereof) that can receive a protrusion therein for purposes which will be described in greater detail below.
- the body 14 or insert 12 can include a cover 40 that is manually removably coupleable to the opening 16 /lip 18 of the body 14 in a generally sealed/fluid-tight manner, such as via a press-fit, snap-fit or the like.
- the cover 40 includes a serrated, upwardly-extending edge or ridge 42 extending around a perimeter thereof.
- the cover 40 can also include a set of locating pins 44 protruding axially away from the upper surface of the cover 40 .
- the cover 40 can be made of the same materials as those outlined for the body 14 and base 30 , but can also be made of more flexible/pliable material, such as rubber, synthetic rubber, elastomeric materials or the like.
- the insert 12 can be positioned in a form 50 , and liquid concrete 52 poured therein and allowed to cure. After the poured concrete is cured into a slab or panel 52 , the insert 12 provides an opening 16 and/or structure 20 in the slab 52 which can be gripped to move the slab 52 , for example to a vertical orientation. However, because the concrete slabs may be formed at varying thickness, the insert 12 may not have the appropriate height/thickness. Accordingly, a spacer 10 (or multiple spacers 10 ) as shown for example in FIGS. 4 - 8 , can be used with the insert 12 to adjust the height/thickness of the insert 12 .
- the insert 12 and spacers 10 when in the configuration shown in FIGS. 1 - 14 , the insert 12 and spacers 10 are arranged such that their central axes are oriented generally perpendicular to an underlying ground surface 51 . In this configuration, the spacer 10 can be considered to adjust the height of the insert 12 , depending upon the frame of reference. In contrast, when in the configuration shown in FIG. 15 , the insert 12 and spacers 10 are arranged such that their central axes are oriented generally parallel to the ground surface 51 , and the spacers 10 may be considered to adjust the thickness of the insert 12 , depending upon the frame of reference.
- the height and thickness dimensions as used herein can be one and the same, depending upon the orientation of the insert 12 and spacers 10 , and thus any reference herein to a height dimension can also be considered a reference to a thickness dimension, and vice versa.
- the spacer 10 may include a spacer body 54 having a first (upper) end, side or surface 56 , that is configured to be coupled to an insert 12 and/or another spacer 10 , and an opposite, second (lower) end 58 that is configured to be positioned on an underlying support surface 51 (e.g. a ground surface, or lower surface of the form 50 ) and/or be configured to be coupled to another spacer 10 .
- the spacer 10 can include a center hub 60 and a plurality of legs 62 that extend radially outwardly from the hub 60 . If desired, a series of straight/linear stiffening ribs 61 can extend between adjacent legs 62 to provide stiffness and strength to the spacer 10 .
- the spacer 10 can include a plurality of sockets or recesses 64 , each of which is configured to receive a protrusion 36 of the insert 12 therein. Each socket 64 is positioned at a radially outer end of the associated leg 34 in one embodiment.
- the spacer 10 can also include axially extending protrusion 66 located at a distal and of each leg 62 , aligned with a socket 64 in one case, terminating in a foot 68 .
- each protrusion 66 of the spacer 10 is aligned with a socket 64 of the same spacer 10 , although if desired the protrusions 66 and sockets 64 on a single spacer 10 can be offset (e.g. in the circumferential direction) if desired (e.g. with a 45 degree pattern offset in one case).
- the insert 12 includes a center protrusion 36 a and four outer protrusions 36 evenly circumferentially spaced about the center protrusion 36 a
- the spacer 10 can thus include a corresponding configuration with a center socket 64 a and four outer sockets 64 evenly circumferentially spaced about the center socket 64
- the spacer 10 ′ includes a center socket 64 a , three legs 62 and three outer sockets 64 evenly circumferentially spaced about the center socket 64 a , to be coupled to a correspondingly-shaped insert 12 (not shown).
- the spacer 10 , 10 ′ can include at least three legs 62 /sockets 64 /protrusions 66 to provide a sufficiently stable structure.
- the spacer 10 can include a number of protrusions 66 /feet 68 and/or sockets 64 , where each protrusion 66 , foot 68 and/or socket 64 is coupled or positioned on a leg 62 , at or adjacent to a distal end thereof in one case.
- the spacer 10 can also include a central protrusion 66 a and a central foot 68 a that are aligned with the hub 60 .
- the spacer 10 can be made of the same materials as those outlined above for the body 14 and the base 30 .
- each foot 68 of the spacer 10 can be aligned in a plane such that, when the spacer 10 is positioned on a flat, planar surface, each foot 68 is in contact with the surface and the spacer 10 is stably positioned.
- the spacer 10 has a plurality of sockets 64 positioned on an upper side/upper surface 56 thereof, and more particularly on an upper side or surface of each leg 62 .
- Each socket 64 can be sized to closely receive a foot 36 of the insert 12 (and/or the foot 68 of another spacer 10 ) therein, as shown in FIGS. 8 and 9 , such that in one case the sockets 64 grip the associated foot 36 / 68 positioned therein to form a removable (or, in one case, permanent) connection to the insert 12 (or another spacer 10 ).
- each foot 36 / 68 or protrusion can be coupled to an associated socket 64 by any of a wide variety of structures or mechanical couplings, including snap fits, magnets, interference fits, brackets, clips, inter-engaging shapes, etc.
- the sockets 64 of the spacer 10 have a spacing and configuration such that some or each foot 36 of the insert 12 can be received in a socket 64 of the spacer 10 to thereby couple the spacer 10 to the associated insert 12 .
- the sockets 64 of the spacer 10 can have a spacing and configuration such that the associated foot 68 of another spacer 10 can be received in each socket 64 to thereby couple the spacer 10 to the other (in one case, underlying) spacer 10 as shown in FIGS. 7 and 8 .
- the feet 68 of the spacer 10 can have a spacing and configuration such that the feet 68 of that spacer 10 can be received in the sockets 64 of another (in one case, identically-configured) spacer 10 to thereby couple the spacer 10 to the other (in one case, underlying) spacer 10 .
- the spacer 10 can be used with, and coupled to, various other spacers 10 in a modular manner, and coupled to each other to adjust the height/thickness of the insert 12 , as shown in FIGS. 5 - 8 .
- a number of spacers 10 (two spacers 10 in the embodiment of FIGS. 7 and 8 ) can be coupled together as desired to form a stack of spacers 10 having the desired height/thickness.
- the figures show the inserts 12 as having a foot 36 including or taking the form of a protrusion on the lower surface thereof, and each spacer 10 as having a socket 64 on an upper surface 56 thereof.
- this configuration can be reversed such that the insert 12 has a socket 64 on the lower surface thereof (e.g. on the lower surface of a foot 36 , if included), and each spacer 10 has a foot/protrusion 36 on an upper surface 56 thereof.
- various combinations can be utilized in which the insert 12 has a combination of feet 36 /sockets on the lower surface thereof, and each spacer 10 has a corresponding combination of feet/sockets 64 an upper surface 56 thereof to enable coupling thereto.
- a foot/protrusion/socket, on either an insert 12 or spacer 10 is termed a “coupling structure” herein.
- the spacers 10 can have a variety of shapes and configurations, including the spacer 10 ′ shown in FIG. 10 .
- FIG. 11 shows another alternative spacer 10 ′′ in which the legs 62 ′ are not generally radially extending, but instead are somewhat circumferentially-extending (arranged as chords relative to a polar coordinate system), and extend in a straight line and at ninety degrees angles (or in one case, at an angle between about sixty degrees and about one hundred and twenty degrees) in one case between adjacent sockets 64 /protrusions 66 to form a square or rectangle shape.
- the spacer 10 ′′ may lack a center socket 64 a and/or center protrusion 66 a , and may be used with an insert that 12 that also lacks a center protrusions 66 a and/or center socket 64 a .
- the spacer 10 ′′ may lack any center structure and/or any radially-extending structure extending from a center of the spacer 10 ′′.
- the insert 12 can include a plurality of outer protrusions 66 or sockets 64 evenly circumferentially spaced about a center thereof
- the spacer 10 , 10 ′, 10 ′′ can include a plurality of outer protrusions 66 or sockets 64 evenly circumferentially spaced about a center thereof.
- the spacer can include both radially-extending legs/structure and circumferentially-extending (or chord oriented) legs/structure.
- Each spacer 10 can have a predetermined height/thickness h extending in the height direction H shown in FIG. 5 .
- the height/thickness h of each spacer 10 corresponds to the total height the spacer 10 adds to the insert 12 when coupled thereto, and in one case can be measured from the bottom of the socket 64 to the bottom of the feet 68 , as shown in FIG. 5 .
- the height dimension h can determine the height/thickness that the spacer 10 adds to the insert 12 when coupled to the insert 12 .
- the height dimension h can have any of a wide variety of values as desired, such as 1 ⁇ 2 inch in one case, or 1 inch in another case, but other values are contemplated.
- each spacer 10 provides a known height/thickness adjustment to the insert 12 .
- a 11 ⁇ 2 inch height/thickness adjustment is required, then three 1 ⁇ 2 inch spacers 10 can be used, or a 1 inch spacer 10 in combination with a 1 ⁇ 2 inch spacer 10 can be used, etc.
- the height dimension of the spacer 10 is carried directly on the spacer 10 , such as printed on a sticker, printed on the spacer 10 , integrally molded on the spacer 10 , etc. for ease of use.
- the insert 12 is typically coupled to/embedded in a panel (or other concrete structure) 52 , and the spacer(s) 10 assist in properly locating the insert 12 in the panel 52 .
- the insert 12 can first be positioned in a form 50 used for forming the panel 52 .
- the form 50 can include or take the shape of an outer rectangular frame or formwork 70 in the illustrated embodiment, where the frame 70 can be made of wood or other materials suitable for containing poured concrete.
- a plurality of intersecting/perpendicularly rebars 72 , or other reinforcing structures can be positioned in the form 50 such that the rebar 72 will be embedded in the panel 52 after the panel 52 is poured/formed.
- an insert 12 is selected, and the desired number of spacer(s) 10 at the desired height/thickness are selected to ensure the insert 12 has the desired height/thickness.
- the insert 12 may be desired to be positioned at a height/thickness such that the lip 18 of the insert is generally aligned with the upper edge of the panel 52 to be poured (e.g. in one case, the upper edge of the form 50 ).
- a user can thereby determine the amount of additional height/thickness that is needed for the insert 12 by measurement and then selecting the desired spacers 10 , or by trial-and-error in trying different combinations of spacers 10 .
- the combined insert 12 /spacer(s) 10 assembly is positioned in the form 50 and positioned on an underlying horizontal surface 51 , such as a floor, panel, ground surface or the like.
- the inner cavity 16 of the insert 12 may be facing upwardly with respect to a gravitational frame of reference, with the cover 40 positioned thereon.
- the form 50 can be filled with wet or liquid concrete up to the lip 18 of the body 14 or slightly higher, as shown in FIG. 13 , and the concrete is allowed to cure/harden to form the panel 52 .
- the locating pins 44 and/or serrated ridge 42 of the cover 40 may be generally flush with, or protrude outwardly from, the upper surface of the panel 52 to aid a user/operator in locating the insert 12 , and the cavity 16 can form an opening formed in or adjacent to the upper surface.
- the serrated ridge 42 can provide at least a partial break in the concrete positioned over the cover 40 /insert 12 to provide ease of removing the cover 40 .
- the cover 40 is then removed to provide access to the inner cavity 16 and the anchor opening 26 , as shown in FIG. 14 .
- the inner cavity 16 lacks any stiffening ribs or other structure (or significant structure) or any other components located therein or extending thereacross, besides the anchor 20 , to provide ease of access to the anchor 20 .
- the cover 40 is removed, as shown in FIGS. 14 and 15 , access is providing to the anchor 20 /anchor opening 26 such that the panel 52 can be gripped with a crane, hoisting device, lifting hook or the like.
- the form 50 extending around the perimeter of panel 52 is then removed and the panel 52 is released/separated from the underlying horizontal surface, and can be lifted or tilted up to a vertical position and positioned on a base 73 , with the insert 12 and associated spacers 10 embedded therein.
- the panel 52 can have a generally planar outer surface 76 , and the insert 12 is embedded in the panel 52 such that the inner cavity 16 defines an opening in the concrete panel 52 formed in and intersecting the outer surface 76 .
- the insert 12 and spacers(s) 10 are embedded in the panel 52 such that the lip 18 is generally aligned with the outer surface 76 .
- the spacer 10 can include a set of stiffening ribs 61 that extend between adjacent legs 62 to provide strength and stiffness to the spacer 10 .
- the ribs 61 and legs 62 can thereby form a series of openings 63 therebetween, which are generally triangular in top view in the illustrated embodiment.
- the spacer 10 may be configured such that the openings 63 (and any other openings formed therein when viewed in the axial direction), have a relatively large surface area. Providing the relatively large surface area ensures that concrete sufficiently flows through the insert 12 /openings 63 during pouring to avoid or minimize the formation of voids.
- each opening 63 may have a surface area equal to or greater than that of a circle with a 3 ⁇ 4 inch diameter, or greater than about 0.44 square inches.
- the spacer 10 may lack any openings that have a surface area of less than about 0.44 square inches in one case, or less than about 0.3 inches in another case, or less than about 0.6 inches another case, or less than about 1 inch in yet another case.
- the spacer 10 thereby provides a modular component or system that is easy and intuitive to use, reduces part counts on-site, and is robust and enables quicker and more efficient construction of panels.
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Abstract
Description
- The present invention is directed to an insert for use with a spacer utilized in concrete construction.
- Inserts are commonly used in concrete construction provide a void/opening and a structure in a concrete slab which can be gripped to lift or move the concrete slab, for example to move the slab to a vertical orientation in tilt-up construction. However, concrete slabs may be formed at differing thickness. Thus, when utilizing existing inserts, it may be necessary to store, and retain on-site, a number of inserts having varying heights/thicknesses to accommodate the differing thickness of the slab. Accordingly existing systems can lead to inefficiencies in storing, transporting and locating the appropriate inserts.
- In one embodiment the present invention is directed to a system including an insert and a spacer or spacers that can be coupled to the insert to adjust the height/thickness of the insert. More particularly, in one embodiment, the invention is a system including an insert having a body defining an inner cavity at a first end thereof. The insert includes an anchor having an opening formed therein, where the opening of the anchor is positioned in the inner cavity of the insert. The system further includes a spacer having a first end that is couplable to a second end of the insert to thereby adjust a height of the insert. The spacer is configured to be coupled to another spacer at a second end of the spacer.
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FIG. 1 is an upper perspective view of an insert, with a cover positioned thereon; -
FIG. 2 shows the insert ofFIG. 1 , with the cover removed; -
FIG. 3 is an end view of the insert ofFIG. 1 ; -
FIG. 4 is an upper perspective view of a spacer; -
FIG. 5 is a side view of the insert ofFIG. 1 , in conjunction with the spacer ofFIG. 4 ; -
FIG. 6 shows the insert and spacer ofFIG. 5 , coupled together; -
FIG. 7 is shows the insert ofFIG. 1 coupled to two spacers; -
FIG. 8 is a cross section of the insert and spacers ofFIG. 7 ; -
FIG. 9 is detail view of the area indicated inFIG. 8 ; -
FIG. 10 is an upper perspective view of an alternative spacer; -
FIG. 11 is an upper perspective view of another alternative spacer; -
FIG. 12 is an upper perspective view of the insert/spacer ofFIG. 6 , positioned within a form along with rebar positioned therein; -
FIG. 13 shows the assembly ofFIG. 12 , filled with poured concrete; -
FIG. 14 shows the assembly ofFIG. 13 , with the covers of the inserts removed, exposing the anchors; and -
FIG. 15 shows the panel ofFIG. 14 in cross section, removed from the form, tilted up and positioned on a base. - With reference to
FIGS. 1-8 , in one embodiment aspacer 10 is configured for use with an insert or void former 12. Theinsert 12 includes abody 14 that is fluid tight (or generally fluid tight) and generally semi-ellipsoid in one embodiment but can have a variety of other shapes and configurations. Theinsert 12/body 14 is generally or at least partially hollow, defining an inner cavity 16 (seeFIGS. 2 and 8 ) therein having alip 18 extending therearound. Theinsert 12/body 14 has a first (upper)end 17 and an opposite second (lower)end 19. Thebody 14 can be made of any of a wide variety of materials including polymers, plastics, thermoplastics, fiberglass or other materials which may exhibit low water absorption, relatively high strength and relatively high impact resistance. - The
insert 12 includes an anchor 20 (seeFIGS. 2 and 8 ) having a generally longitudinally extendinganchor body 22. The distal (upper) end of theanchor 20 terminates in anannular tip 24 having an opening 26 formed therein. In the illustrated embodiment thetip 24 is a complete annular ring in which case the opening 26 is entirely closed, but thetip 24 can also have a slot formed therein or be generally “hook” shaped, in which case the opening 26 can be partially open. A lower end of theanchor 20 extends through an opening/hole 28 of thebody 14, and in one embodiment thehole 28 is generally sealed about/around theanchor 20 in a fluid tight or generally fluid-tight manner. Theanchor 20 can be made of a variety of materials, but in once case is made of metal, such as steel, iron, or other metals or high-strength material. In one case, theanchor 20 can be made of a material that is stronger than thebody 14 of theinsert 12. - The
insert 12 can include abase 30 that is coupled to the lower end of theanchor 20. Thebase 30 can in one case be made of the same materials as those outlined above for thebody 14. Thebase 30 can include acenter hub 32 and a plurality oflegs 34 that extend radially outwardly from thehub 32, where in one case the legs are 34 equally circumferentially spaced from each other. Thehub 32 can be generally cylindrical as shown, but can also take the form of other shapes. In the illustrated embodiment, theinsert 12/base 30 includes four equally circumferentially-spaced legs 34, but theinsert 12/base 30 can include varying numbers oflegs 34, including for example threelegs 34 in one case, or more than fourlegs 34 in another case. - The
base 30/eachleg 34 can include a number of feet orprotrusions 36, where eachfoot 36 is coupled to aleg 34, at or adjacent to a distal end thereof in one case. Thebase 30 can also include a central foot or protrusion 36 a (seeFIGS. 3, 5 and 8 ) that is aligned with theanchor 22/hub 32. Eachfoot 36 can extend axially downwardly from the associatedleg 34/hub 32 and be oriented generally parallel with the central axis of theanchor 20/spacer 10 in one case. - The distal end of each of the
feet 36 can be aligned in a plane such that, when theinsert 12 is positioned on a flat, planar surface, eachfoot 36 is in contact with the surface and theinsert 12 is stably positioned. Although eachfoot 36 is shown as a protrusion, it should be understood that eachfoot 36/protrusion can be replaced with a socket formed in each foot 36 (or in eachleg 34 orhub 32, such as at a distal end thereof) that can receive a protrusion therein for purposes which will be described in greater detail below. - The
body 14 orinsert 12 can include acover 40 that is manually removably coupleable to the opening 16/lip 18 of thebody 14 in a generally sealed/fluid-tight manner, such as via a press-fit, snap-fit or the like. In the illustrated embodiment, thecover 40 includes a serrated, upwardly-extending edge orridge 42 extending around a perimeter thereof. Thecover 40 can also include a set of locatingpins 44 protruding axially away from the upper surface of thecover 40. Thecover 40 can be made of the same materials as those outlined for thebody 14 andbase 30, but can also be made of more flexible/pliable material, such as rubber, synthetic rubber, elastomeric materials or the like. - As will be described in greater detail below, the
insert 12 can be positioned in a form 50, andliquid concrete 52 poured therein and allowed to cure. After the poured concrete is cured into a slab orpanel 52, theinsert 12 provides an opening 16 and/orstructure 20 in theslab 52 which can be gripped to move theslab 52, for example to a vertical orientation. However, because the concrete slabs may be formed at varying thickness, theinsert 12 may not have the appropriate height/thickness. Accordingly, a spacer 10 (or multiple spacers 10) as shown for example inFIGS. 4-8 , can be used with theinsert 12 to adjust the height/thickness of theinsert 12. - It should be understood that, when in the configuration shown in
FIGS. 1-14 , theinsert 12 andspacers 10 are arranged such that their central axes are oriented generally perpendicular to an underlying ground surface 51. In this configuration, thespacer 10 can be considered to adjust the height of theinsert 12, depending upon the frame of reference. In contrast, when in the configuration shown inFIG. 15 , theinsert 12 andspacers 10 are arranged such that their central axes are oriented generally parallel to the ground surface 51, and thespacers 10 may be considered to adjust the thickness of theinsert 12, depending upon the frame of reference. Thus, the height and thickness dimensions as used herein can be one and the same, depending upon the orientation of theinsert 12 andspacers 10, and thus any reference herein to a height dimension can also be considered a reference to a thickness dimension, and vice versa. - With reference to
FIGS. 4-8 , thespacer 10 may include a spacer body 54 having a first (upper) end, side orsurface 56, that is configured to be coupled to aninsert 12 and/or anotherspacer 10, and an opposite, second (lower)end 58 that is configured to be positioned on an underlying support surface 51 (e.g. a ground surface, or lower surface of the form 50) and/or be configured to be coupled to anotherspacer 10. Thespacer 10 can include acenter hub 60 and a plurality oflegs 62 that extend radially outwardly from thehub 60. If desired, a series of straight/linearstiffening ribs 61 can extend betweenadjacent legs 62 to provide stiffness and strength to thespacer 10. - The
spacer 10 can include a plurality of sockets or recesses 64, each of which is configured to receive aprotrusion 36 of theinsert 12 therein. Eachsocket 64 is positioned at a radially outer end of the associatedleg 34 in one embodiment. Thespacer 10 can also include axially extendingprotrusion 66 located at a distal and of eachleg 62, aligned with asocket 64 in one case, terminating in afoot 68. In the illustrated embodiment, eachprotrusion 66 of thespacer 10 is aligned with asocket 64 of thesame spacer 10, although if desired theprotrusions 66 andsockets 64 on asingle spacer 10 can be offset (e.g. in the circumferential direction) if desired (e.g. with a 45 degree pattern offset in one case). - In the embodiment of
FIGS. 1-8 , theinsert 12 includes a center protrusion 36 a and fourouter protrusions 36 evenly circumferentially spaced about the center protrusion 36 a, and thespacer 10 can thus include a corresponding configuration with a center socket 64 a and fourouter sockets 64 evenly circumferentially spaced about thecenter socket 64. In the embodiment ofFIG. 10 , thespacer 10′ includes a center socket 64 a, threelegs 62 and threeouter sockets 64 evenly circumferentially spaced about the center socket 64 a, to be coupled to a correspondingly-shaped insert 12 (not shown). In one case, the 10, 10′ can include at least threespacer legs 62/sockets 64/protrusions 66 to provide a sufficiently stable structure. - The
spacer 10 can include a number ofprotrusions 66/feet 68 and/orsockets 64, where eachprotrusion 66,foot 68 and/orsocket 64 is coupled or positioned on aleg 62, at or adjacent to a distal end thereof in one case. Thespacer 10 can also include acentral protrusion 66 a and a central foot 68 a that are aligned with thehub 60. Thespacer 10 can be made of the same materials as those outlined above for thebody 14 and thebase 30. The distal end of eachfoot 68 of thespacer 10 can be aligned in a plane such that, when thespacer 10 is positioned on a flat, planar surface, eachfoot 68 is in contact with the surface and thespacer 10 is stably positioned. - In the illustrated embodiment, the
spacer 10 has a plurality ofsockets 64 positioned on an upper side/upper surface 56 thereof, and more particularly on an upper side or surface of eachleg 62. Eachsocket 64 can be sized to closely receive afoot 36 of the insert 12 (and/or thefoot 68 of another spacer 10) therein, as shown inFIGS. 8 and 9 , such that in one case thesockets 64 grip the associatedfoot 36/68 positioned therein to form a removable (or, in one case, permanent) connection to the insert 12 (or another spacer 10). However, it should be understood that eachfoot 36/68 or protrusion can be coupled to an associatedsocket 64 by any of a wide variety of structures or mechanical couplings, including snap fits, magnets, interference fits, brackets, clips, inter-engaging shapes, etc. - The
sockets 64 of thespacer 10 have a spacing and configuration such that some or eachfoot 36 of theinsert 12 can be received in asocket 64 of thespacer 10 to thereby couple thespacer 10 to the associatedinsert 12. Similarly, thesockets 64 of thespacer 10 can have a spacing and configuration such that the associatedfoot 68 of anotherspacer 10 can be received in eachsocket 64 to thereby couple thespacer 10 to the other (in one case, underlying) spacer 10 as shown inFIGS. 7 and 8 . Or, stated another way, thefeet 68 of thespacer 10 can have a spacing and configuration such that thefeet 68 of thatspacer 10 can be received in thesockets 64 of another (in one case, identically-configured) spacer 10 to thereby couple thespacer 10 to the other (in one case, underlying)spacer 10. In this manner, thespacer 10 can be used with, and coupled to, variousother spacers 10 in a modular manner, and coupled to each other to adjust the height/thickness of theinsert 12, as shown inFIGS. 5-8 . A number of spacers 10 (twospacers 10 in the embodiment ofFIGS. 7 and 8 ) can be coupled together as desired to form a stack ofspacers 10 having the desired height/thickness. - It should be noted that the figures show the
inserts 12 as having afoot 36 including or taking the form of a protrusion on the lower surface thereof, and eachspacer 10 as having asocket 64 on anupper surface 56 thereof. However, this configuration can be reversed such that theinsert 12 has asocket 64 on the lower surface thereof (e.g. on the lower surface of afoot 36, if included), and eachspacer 10 has a foot/protrusion 36 on anupper surface 56 thereof. In addition, various combinations can be utilized in which theinsert 12 has a combination offeet 36/sockets on the lower surface thereof, and eachspacer 10 has a corresponding combination of feet/sockets 64 anupper surface 56 thereof to enable coupling thereto. In one case, there is a one-to-one correspondence between the number of feet/sockets located on one component (e.g. aninsert 12 or a spacer 10) and the number of feet/sockets on the other component (e.g. a spacer 10) such that the components include exactly the same number ofsockets 64 that correspond tofeet 36, and vice versa. In one case, a foot/protrusion/socket, on either aninsert 12 orspacer 10 is termed a “coupling structure” herein. - As noted above, the
spacers 10 can have a variety of shapes and configurations, including thespacer 10′ shown inFIG. 10 .FIG. 11 shows anotheralternative spacer 10″ in which thelegs 62′ are not generally radially extending, but instead are somewhat circumferentially-extending (arranged as chords relative to a polar coordinate system), and extend in a straight line and at ninety degrees angles (or in one case, at an angle between about sixty degrees and about one hundred and twenty degrees) in one case betweenadjacent sockets 64/protrusions 66 to form a square or rectangle shape. In this embodiment thespacer 10″ may lack a center socket 64 a and/orcenter protrusion 66 a, and may be used with an insert that 12 that also lacks a center protrusions 66 a and/or center socket 64 a. In addition, as can be seen, in one case thespacer 10″ may lack any center structure and/or any radially-extending structure extending from a center of thespacer 10″. In this case, and in other cases, theinsert 12 can include a plurality ofouter protrusions 66 orsockets 64 evenly circumferentially spaced about a center thereof, and the 10, 10′, 10″ can include a plurality ofspacer outer protrusions 66 orsockets 64 evenly circumferentially spaced about a center thereof. In addition, if desired the spacer can include both radially-extending legs/structure and circumferentially-extending (or chord oriented) legs/structure. - Each
spacer 10 can have a predetermined height/thickness h extending in the height direction H shown inFIG. 5 . In one case, the height/thickness h of eachspacer 10 corresponds to the total height thespacer 10 adds to theinsert 12 when coupled thereto, and in one case can be measured from the bottom of thesocket 64 to the bottom of thefeet 68, as shown inFIG. 5 . The height dimension h can determine the height/thickness that thespacer 10 adds to theinsert 12 when coupled to theinsert 12. The height dimension h can have any of a wide variety of values as desired, such as ½ inch in one case, or 1 inch in another case, but other values are contemplated. In this manner, eachspacer 10 provides a known height/thickness adjustment to theinsert 12. Thus, if a 1½ inch height/thickness adjustment is required, then three ½inch spacers 10 can be used, or a 1inch spacer 10 in combination with a ½inch spacer 10 can be used, etc. In one case the height dimension of thespacer 10 is carried directly on thespacer 10, such as printed on a sticker, printed on thespacer 10, integrally molded on thespacer 10, etc. for ease of use. - The
insert 12 is typically coupled to/embedded in a panel (or other concrete structure) 52, and the spacer(s) 10 assist in properly locating theinsert 12 in thepanel 52. With reference toFIG. 12 , theinsert 12 can first be positioned in a form 50 used for forming thepanel 52. The form 50 can include or take the shape of an outer rectangular frame or formwork 70 in the illustrated embodiment, where the frame 70 can be made of wood or other materials suitable for containing poured concrete. A plurality of intersecting/perpendicularly rebars 72, or other reinforcing structures can be positioned in the form 50 such that the rebar 72 will be embedded in thepanel 52 after thepanel 52 is poured/formed. - In order to utilize the
insert 12 andspacer 10, aninsert 12 is selected, and the desired number of spacer(s) 10 at the desired height/thickness are selected to ensure theinsert 12 has the desired height/thickness. In one case, theinsert 12 may be desired to be positioned at a height/thickness such that thelip 18 of the insert is generally aligned with the upper edge of thepanel 52 to be poured (e.g. in one case, the upper edge of the form 50). A user can thereby determine the amount of additional height/thickness that is needed for theinsert 12 by measurement and then selecting the desiredspacers 10, or by trial-and-error in trying different combinations ofspacers 10. Once the desiredspacers 10 are determined and coupled to theinsert 12, the combinedinsert 12/spacer(s) 10 assembly is positioned in the form 50 and positioned on an underlying horizontal surface 51, such as a floor, panel, ground surface or the like. Theinner cavity 16 of theinsert 12 may be facing upwardly with respect to a gravitational frame of reference, with thecover 40 positioned thereon. - After the system of
FIG. 12 is assembled, the form 50 can be filled with wet or liquid concrete up to thelip 18 of thebody 14 or slightly higher, as shown inFIG. 13 , and the concrete is allowed to cure/harden to form thepanel 52. The locating pins 44 and/orserrated ridge 42 of thecover 40 may be generally flush with, or protrude outwardly from, the upper surface of thepanel 52 to aid a user/operator in locating theinsert 12, and thecavity 16 can form an opening formed in or adjacent to the upper surface. In addition, theserrated ridge 42 can provide at least a partial break in the concrete positioned over thecover 40/insert 12 to provide ease of removing thecover 40. Thecover 40 is then removed to provide access to theinner cavity 16 and the anchor opening 26, as shown inFIG. 14 . In one case, theinner cavity 16 lacks any stiffening ribs or other structure (or significant structure) or any other components located therein or extending thereacross, besides theanchor 20, to provide ease of access to theanchor 20. - Once the
cover 40 is removed, as shown inFIGS. 14 and 15 , access is providing to theanchor 20/anchor opening 26 such that thepanel 52 can be gripped with a crane, hoisting device, lifting hook or the like. The form 50 extending around the perimeter ofpanel 52 is then removed and thepanel 52 is released/separated from the underlying horizontal surface, and can be lifted or tilted up to a vertical position and positioned on a base 73, with theinsert 12 and associatedspacers 10 embedded therein. Thepanel 52 can have a generally planarouter surface 76, and theinsert 12 is embedded in thepanel 52 such that theinner cavity 16 defines an opening in theconcrete panel 52 formed in and intersecting theouter surface 76. Theinsert 12 and spacers(s) 10 are embedded in thepanel 52 such that thelip 18 is generally aligned with theouter surface 76. - As noted above and shown in
FIGS. 4 and 10 , in some cases thespacer 10 can include a set of stiffeningribs 61 that extend betweenadjacent legs 62 to provide strength and stiffness to thespacer 10. Theribs 61 andlegs 62 can thereby form a series ofopenings 63 therebetween, which are generally triangular in top view in the illustrated embodiment. Thespacer 10 may be configured such that the openings 63 (and any other openings formed therein when viewed in the axial direction), have a relatively large surface area. Providing the relatively large surface area ensures that concrete sufficiently flows through theinsert 12/openings 63 during pouring to avoid or minimize the formation of voids. Thus, each opening 63 may have a surface area equal to or greater than that of a circle with a ¾ inch diameter, or greater than about 0.44 square inches. In addition, thespacer 10 may lack any openings that have a surface area of less than about 0.44 square inches in one case, or less than about 0.3 inches in another case, or less than about 0.6 inches another case, or less than about 1 inch in yet another case. - The
spacer 10 thereby provides a modular component or system that is easy and intuitive to use, reduces part counts on-site, and is robust and enables quicker and more efficient construction of panels. - Having described the invention in detail and by reference to the various embodiments, it should be understood that modifications and variations thereof are possible without departing from the scope of the claims of the present application.
Claims (29)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US17/889,913 US20240060318A1 (en) | 2022-08-17 | 2022-08-17 | Insert spacer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US17/889,913 US20240060318A1 (en) | 2022-08-17 | 2022-08-17 | Insert spacer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20240060318A1 true US20240060318A1 (en) | 2024-02-22 |
Family
ID=89907538
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US17/889,913 Abandoned US20240060318A1 (en) | 2022-08-17 | 2022-08-17 | Insert spacer |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US20240060318A1 (en) |
Citations (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3830032A (en) * | 1972-09-21 | 1974-08-20 | Prod Corp T | Mesh chair for concrete reinforcement |
| US4060954A (en) * | 1972-11-03 | 1977-12-06 | Liuzza James J | Bar chair for reinforcing rods |
| US4367892A (en) * | 1980-10-23 | 1983-01-11 | The Burke Company | Lift system for tilt-up walls |
| US4437642A (en) * | 1980-10-23 | 1984-03-20 | The Burke Company | Lift system for tilt-up walls |
| US4580378A (en) * | 1984-03-26 | 1986-04-08 | The Burke Company | Anchor assembly for tilt-up wall section |
| US5094047A (en) * | 1989-03-22 | 1992-03-10 | The Burke Company | Apparatus and method for lifting tilt-up wall constructions |
| US6089522A (en) * | 1998-10-02 | 2000-07-18 | Aztec Concrete Accessories, Inc. | Method and apparatus for supporting reinforcement members |
| US6279274B1 (en) * | 1998-09-16 | 2001-08-28 | Ramset Fasteners (Aust.) Pty. Ltd. | Cast-in fittings for concrete components |
| US6460824B1 (en) * | 1999-04-08 | 2002-10-08 | Dayton Superior Corporation | Concrete void former and cooperating cover |
| AU2007100552A5 (en) * | 2004-08-10 | 2007-07-12 | Universal Tilt Products Pty Ltd | Chair |
| US20080028718A1 (en) * | 2006-08-02 | 2008-02-07 | Erickson John A | Stackable rebar support chair |
| US20080203270A1 (en) * | 2005-09-06 | 2008-08-28 | Itw Construction Products Australia Pty Ltd. | Void Former |
| US7562919B2 (en) * | 2001-09-05 | 2009-07-21 | ITW Zealand Limited | Lifting eye releasing orientation apparatus with cable guiding feature |
| US7950190B2 (en) * | 2008-08-12 | 2011-05-31 | Schulze Todd M | Concrete panel lifting insert assembly |
| US10060145B2 (en) * | 2016-02-29 | 2018-08-28 | Midwest Concrete & Masonry Supply, Inc. | Lifting anchor assembly for precast concrete structures |
| US10538926B2 (en) * | 2017-08-23 | 2020-01-21 | Midwest Concrete & Masonry Supply, Inc. | Lifting anchor assembly for precast concrete structures |
-
2022
- 2022-08-17 US US17/889,913 patent/US20240060318A1/en not_active Abandoned
Patent Citations (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3830032A (en) * | 1972-09-21 | 1974-08-20 | Prod Corp T | Mesh chair for concrete reinforcement |
| US4060954A (en) * | 1972-11-03 | 1977-12-06 | Liuzza James J | Bar chair for reinforcing rods |
| US4367892A (en) * | 1980-10-23 | 1983-01-11 | The Burke Company | Lift system for tilt-up walls |
| US4437642A (en) * | 1980-10-23 | 1984-03-20 | The Burke Company | Lift system for tilt-up walls |
| US4580378A (en) * | 1984-03-26 | 1986-04-08 | The Burke Company | Anchor assembly for tilt-up wall section |
| US5094047A (en) * | 1989-03-22 | 1992-03-10 | The Burke Company | Apparatus and method for lifting tilt-up wall constructions |
| US6279274B1 (en) * | 1998-09-16 | 2001-08-28 | Ramset Fasteners (Aust.) Pty. Ltd. | Cast-in fittings for concrete components |
| US6089522A (en) * | 1998-10-02 | 2000-07-18 | Aztec Concrete Accessories, Inc. | Method and apparatus for supporting reinforcement members |
| US6460824B1 (en) * | 1999-04-08 | 2002-10-08 | Dayton Superior Corporation | Concrete void former and cooperating cover |
| US7562919B2 (en) * | 2001-09-05 | 2009-07-21 | ITW Zealand Limited | Lifting eye releasing orientation apparatus with cable guiding feature |
| AU2007100552A5 (en) * | 2004-08-10 | 2007-07-12 | Universal Tilt Products Pty Ltd | Chair |
| US20080203270A1 (en) * | 2005-09-06 | 2008-08-28 | Itw Construction Products Australia Pty Ltd. | Void Former |
| US20080028718A1 (en) * | 2006-08-02 | 2008-02-07 | Erickson John A | Stackable rebar support chair |
| US7950190B2 (en) * | 2008-08-12 | 2011-05-31 | Schulze Todd M | Concrete panel lifting insert assembly |
| US10060145B2 (en) * | 2016-02-29 | 2018-08-28 | Midwest Concrete & Masonry Supply, Inc. | Lifting anchor assembly for precast concrete structures |
| US10538926B2 (en) * | 2017-08-23 | 2020-01-21 | Midwest Concrete & Masonry Supply, Inc. | Lifting anchor assembly for precast concrete structures |
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| AS | Assignment |
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