US20020062603A1 - Tilt-up concrete form brace - Google Patents
Tilt-up concrete form brace Download PDFInfo
- Publication number
- US20020062603A1 US20020062603A1 US09/725,524 US72552400A US2002062603A1 US 20020062603 A1 US20020062603 A1 US 20020062603A1 US 72552400 A US72552400 A US 72552400A US 2002062603 A1 US2002062603 A1 US 2002062603A1
- Authority
- US
- United States
- Prior art keywords
- brace
- shoe
- affixed
- horizontal surface
- adhesive
- 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
- 239000004567 concrete Substances 0.000 title abstract description 30
- 239000000853 adhesive Substances 0.000 claims abstract description 26
- 230000001070 adhesive effect Effects 0.000 claims abstract description 26
- 238000010276 construction Methods 0.000 claims abstract description 15
- 239000000463 material Substances 0.000 claims description 15
- 238000000034 method Methods 0.000 claims description 9
- 239000004033 plastic Substances 0.000 claims description 6
- 101100313377 Caenorhabditis elegans stip-1 gene Proteins 0.000 claims 1
- 101100313382 Dictyostelium discoideum stip-2 gene Proteins 0.000 claims 1
- 101100516335 Rattus norvegicus Necab1 gene Proteins 0.000 claims 1
- 101150059016 TFIP11 gene Proteins 0.000 claims 1
- 239000002184 metal Substances 0.000 description 6
- 239000002023 wood Substances 0.000 description 5
- 238000009408 flooring Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 241000167857 Bourreria Species 0.000 description 1
- 239000002390 adhesive tape Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- -1 for example Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
Definitions
- the present invention is directed generally toward a brace or bracket which is utilized in the formation of walls for tilt-up concrete building structures and more particularly to a preformed, molded brace, preferably plastic, which is utilized to support a concrete wall form at a desired position upon a previously poured concrete slab floor.
- FIG. 1 Many industrial/commercial structures are formed using a tilt-up concrete wall construction technique.
- a concrete slab flooring 10 is poured on a site and allowed to cure.
- the slab floor 10 is used as a platform to enable the side walls 12 to be poured in a horizontal orientation on top of the concrete slab flooring 10 .
- the side walls are tilted upward in a perpendicular orientation to the slab floor and affixed together to form the vertical side walls of the structure.
- concrete forms 14 such as 2 ⁇ 4's and/or 2 ⁇ 6's and/or 2 ⁇ 8's are positioned on the top of the previously formed concrete slab 10 to define a perimeter area wherein a concrete pour is made within the form and on top of the concrete slab.
- a metal or wood L-shaped bracket 18 In setting up the form work 14 upon the slab 10 , it is conventional to utilize a metal or wood L-shaped bracket 18 , the lower surface of which is directly abutted into the concrete slab 10 and the vertical surface of which may be used to be attached to the form work 14 and hold the form work in a generally perpendicular orientation to the slab.
- U.S. Pat. No. 3,609,935 issued to D. L. Thomas Oct. 5, 1971 discloses a permanent form 14 for pre-cast tilt-up concrete modules.
- the brackets 16 or corner pieces include plural nail openings through which nails are driven into the slab 10 .
- U.S. Pat. No. 4,123,882 issued to Case et al. on Nov. 7, 1978 discloses a method and apparatus for erecting a concrete wall panel which utilizes a pre-cast insert in the wall panel to enable rapid panel pick up.
- U.S. Pat. No. 5,212,920 issued to Tye on May 25, 1993 discloses a strong back attachment system for concrete panel tilt-up construction.
- U.S. Pat. No. 4,042,205 issued to Herrell on Aug. 16, 1977 discloses a reusable mold element for horizontally forming panels. The particular forming members are maintained in the slab 10 via plural nails.
- U.S. Pat. No. 4,083,156 issued to Tye on Apr. 11, 1978 discloses an apparatus for bracing a tilt-up wall panel wherein universal panel braces are utilized. The panel braces are affixed to the slab via permanent anchors.
- U.S. Pat. No. 3,700,202 issued to Donnels on Oct. 24, 1972 discloses an adjustable brace similar to the one disclosed in U.S. Pat. No. 4,083,156 (Tye).
- U.S. Pat. No. 5,491,948 issued to Harris on Feb. 20, 1996 discloses a tilt-up concrete pad and method of forming and erecting the tilt-up concrete pad which utilizes reusable forms.
- the brackets 16 utilized in the system appear to be permanently attached via nails to the flooring.
- U.S. Pat. No. 5,226,265 issued to Kelly et al. on Jul. 13, 1993 discloses a unique apparatus and method for lifting tilt-up wall constructions which is inserted into the concrete pour.
- U.S. Pat. No. 4,389,831 issued to Baumann on Jan. 28, 1983 discloses a simplified construction system for pre-cast concrete walls wherein the floor, ceiling and side walls are formed upon the slab 10 and subsequently pivoted upward into a final orientation.
- U.S. Pat. No. 4,339,106 issued to Navarro on Jul. 13, 1982 discloses a reusable bracket assembly for concrete form which includes brackets 16 that are maintained upon the slab via plural nails.
- U.S. Pat. No. 6,067,757 issued to Olsen et al. on May 30, 2000 discloses a tilt-up concrete panel and forming system which utilizes a bracket 16 which includes plural apertures for receiving nails therethrough.
- U.S. Pat. No. 4,104,356 issued to Deutsch et al. on Aug. 1, 1978 discloses a tilt-up panel bracket 16 formed of metal and adapted for power driven fasteners into the slab 10 .
- the prior art metal or wood brace 16 typically utilizes nails 20 which are driven into the concrete slab flooring 10 .
- a contractor typically first drills one or more holes into the slab since a nail 20 cannot typically be driven directly into the slab 10 without breaking or cracking the slab. Thereafter, a nail 20 is inserted into each hole, pounded into the slab 10 and the wooden concrete form 14 is then attached to the opposite side of the bracket 16 to enable a subsequent pouring of the side walls within the interior of the frameworks. After curing of the pour, the brace or bracket 16 is removed from the slab 10 and the forms 14 removed therefrom.
- the slab 10 breaks open in the area of the nail 22 , thereby requiring subsequent patching of the slab 10 , which is visually unpleasing and structurally unsound. Even if the slab is not damaged, patching is required to fill in the nail hole. As such, the prior art bracing and attachment of the bracing to the slab 10 via nails 20 is time consuming, structurally deficient and results in patchwork to the slab which is visually unpleasant.
- a brace for use in tilt-up construction is disclosed.
- the brace is triangular in shape and includes a bottom surface and a vertical side surface.
- the bottom surface of the brace is affixed to a permanent horizontal surface (e.g., a slab) in a manner that allows the brace to be removed without damaging the permanent horizontal surface.
- the vertical side surface of the brace is attached to a concrete pour form.
- the concrete pour form can be made of various materials (e.g., wood or metal).
- the bottom surface of the brace is affixed to the permanent horizontal surface using an adhesive, such as double-sided tape.
- the bottom surface of the brace also includes holes so that the brace can be affixed to the permanent horizontal surface using nails instead of or in addition to the adhesive.
- the adhesive may be applied to the brace at the time of manufacture.
- the vertical side surface is attached to the form using an adhesive.
- the vertical side surface includes holes so that the vertical side surface can be attached to the form using nails instead of or in addition to the adhesive.
- a shoe is attached to the permanent horizontal surface and the brace locks into the shoe.
- the shoe and the brace are molded in a manner which allows the brace to snap or lock into place.
- the shoe and the brace may be molded out of a plastic material.
- FIG. 1 is an illustration showing prior art tilt-up construction wherein concrete pour forms are nailed to a slab using brackets;
- FIG. 2 is an illustration of a prior art bracket used in the tilt-up construction shown in FIG. 1;
- FIG. 3 is an illustration of a brace for use in tilt-up construction formed in accordance with the present invention.
- FIG. 4 is a perspective view of a flange that may be included in various embodiments of the brace of FIG. 3;
- FIG. 5 is a cross section of the flange of FIG. 4;
- FIG. 6 is a perspective view of a wedge piece that may be included in various embodiments of the brace of FIG. 3;
- FIG. 7 is a cross section of the wedge piece of FIG. 6;
- FIG. 8 is an illustration of a shoe which can be used to hold the brace shown in FIG. 3;
- FIG. 9 is an alternative embodiment wherein a brace is affixed indirectly to a slab using strips of material.
- FIG. 10 is an alternative embodiment of an elongated shoe which can be used to hold a plurality of braces.
- the present invention is a brace or bracket for use in tilt-up construction that does not require the nailing the brace to the slab 10 .
- a triangle-shaped pre-formed brace element 30 is attached to the slab 10 via an adhesive which is applied to the lower surface of the brace 30 .
- the brace element is a preformed, molded brace, preferably, plastic.
- the adhesive e.g., double-sided tape
- the brace is constructed so as to be disposable. However, it is possible that the brace may not be damaged during the removal process. Thus, preferably, additional adhesive can be added so that the brace can be reused if desired.
- the vertical side surface of the brace 30 may be connected to a conventional form 14 , to enable the form or formwork 14 to be positioned upon the slab 10 and allow the concrete wall pour to occur.
- the concrete pour forms are constructed of wood, however, it will be appreciated that pour forms can be constructed of other materials, for example, metal.
- the brace 30 may be secured to the form 14 using an adhesive.
- the brace can be secured to the form using traditional means, such as nails.
- the brace has holes in the vertical side surface of the brace so that the brace can be easily attached to the form 14 using nails if desired.
- the adhesive is sufficient to temporarily position the brace 30 upon the slab 10 , yet sufficiently weak that when desired the brace 30 can be quickly removed from the slab 10 , for example, by hitting the brace 30 with a hammer.
- the present invention allows for the rapid placement of the brace 30 upon the slab 10 without the drilling of the slab for nails and without requiring the slab to be patched after removal of the brace.
- there are holes on the lower surface of the brace 30 so that the brace can be secured to the slab 10 using nails if desired.
- the brace 30 includes a flange 32 (shown in FIGS. 3 - 5 ) that can be used to batter or angle the form 14 relative to the brace 30 .
- a flange 32 shown in FIGS. 3 - 5
- the flange 32 is connected to the brace 30 with a connecting member 34 which allows the flange to be positioned between the brace 30 and the form 14 if desired.
- the brace 30 includes a wedge piece 36 (such as the one shown in FIGS.
- a wedge piece may be desirable if the form is warped.
- the wedge piece 36 is connected to the brace 30 in a manner similar to the manner in which the flange 32 is connected to the brace. It will be appreciated that various embodiments do not include a wedge or a flange. It will also be appreciated that in those embodiments that do include a wedge or a flange, it is not necessary that the wedge or flange be utilized.
- brace 30 is formed with a two-piece construction, i.e., the brace 30 as shown in FIG. 3 and a brace shoe or pad 40 as shown in FIG. 6.
- the shoe 40 is provided with the adhesive for attachment to the slab 10 while the brace 30 may be manually inserted and removed from the base or shoe 40 .
- the brace 30 can be reused for multiple applications while the shoe 40 can be made to be disposable.
- the shoe 40 has holes on the lower surface so that the shoe can be nailed to the slab 10 if desired.
- FIG. 9 illustrates an alternative embodiment in strips of material 52 A, 52 B (e.g., wood, metal or plastic) are affixed to the slab 10 .
- the strips of material 52 A, 52 B are affixed to the slab 10 using an adhesive, such as an adhesive tape.
- an adhesive such as an adhesive tape.
- the strips 52 A, 52 B may be attached to the slab using means other than adhesive, for example nails.
- one strip of material 52 A is placed next to the form 14 .
- a second strip 52 B is placed a distance away from the form in a parallel direction.
- One or more braces 50 are then affixed to the strips 52 A, 52 B and the form 14 as desired.
- the brace 50 is attached to the strips 52 A, 52 B with nails 56 which are inserted through nail flanges 54 .
- two nail flanges 54 (one on each side of the brace) are attached to each of two strips of material 52 A, 52 B.
- Nail flanges 54 are also used to attach the back of the vertical side surface of the brace 50 to the form 14 .
- the brace 50 is molded to include the nail flanges in a one-piece construction.
- the nail flanges are separate pieces molded to attach (for example, by snapping into place) to a separate brace piece.
- FIG. 10 illustrates another embodiment of the invention which utilizes an elongated shoe 60 .
- the elongated shoe 60 is an extruded piece, for example made of plastic.
- the back of the elongated shoe is affixed to the form 14 , for example, using an adhesive or nails.
- the bottom of the elongated shoe is affixed to the slab 10 , for example, using an adhesive, such as double-sided tape or glue.
- an adhesive such as double-sided tape is pre-applied to the elongated shoe.
- braces 62 can be inserted into the elongated shoe 60 .
- the braces 62 are snapped into the elongated shoe 60 (extruded piece) and are affixed to the form 14 , for example by nailing or stapling.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
- (Not Applicable)
- (Not Applicable)
- The present invention is directed generally toward a brace or bracket which is utilized in the formation of walls for tilt-up concrete building structures and more particularly to a preformed, molded brace, preferably plastic, which is utilized to support a concrete wall form at a desired position upon a previously poured concrete slab floor.
- Many industrial/commercial structures are formed using a tilt-up concrete wall construction technique. As shown in FIG. 1, in this type of construction technique, a concrete
slab flooring 10 is poured on a site and allowed to cure. Subsequently, theslab floor 10 is used as a platform to enable theside walls 12 to be poured in a horizontal orientation on top of theconcrete slab flooring 10. After curing, the side walls are tilted upward in a perpendicular orientation to the slab floor and affixed together to form the vertical side walls of the structure. In forming the side walls, it is conventional that concrete forms 14 such as 2×4's and/or 2×6's and/or 2×8's are positioned on the top of the previously formedconcrete slab 10 to define a perimeter area wherein a concrete pour is made within the form and on top of the concrete slab. In setting up the form work 14 upon theslab 10, it is conventional to utilize a metal or wood L-shaped bracket 18, the lower surface of which is directly abutted into theconcrete slab 10 and the vertical surface of which may be used to be attached to theform work 14 and hold the form work in a generally perpendicular orientation to the slab. - U.S. Pat. No. 3,609,935 issued to D. L. Thomas Oct. 5, 1971 discloses a
permanent form 14 for pre-cast tilt-up concrete modules. Thebrackets 16 or corner pieces include plural nail openings through which nails are driven into theslab 10. U.S. Pat. No. 4,123,882 issued to Case et al. on Nov. 7, 1978 discloses a method and apparatus for erecting a concrete wall panel which utilizes a pre-cast insert in the wall panel to enable rapid panel pick up. U.S. Pat. No. 5,212,920 issued to Tye on May 25, 1993 discloses a strong back attachment system for concrete panel tilt-up construction. - U.S. Pat. No. 4,042,205 issued to Herrell on Aug. 16, 1977 discloses a reusable mold element for horizontally forming panels. The particular forming members are maintained in the
slab 10 via plural nails. U.S. Pat. No. 4,083,156 issued to Tye on Apr. 11, 1978 discloses an apparatus for bracing a tilt-up wall panel wherein universal panel braces are utilized. The panel braces are affixed to the slab via permanent anchors. U.S. Pat. No. 3,700,202 issued to Donnels on Oct. 24, 1972 discloses an adjustable brace similar to the one disclosed in U.S. Pat. No. 4,083,156 (Tye). - U.S. Pat. No. 5,491,948 issued to Harris on Feb. 20, 1996 discloses a tilt-up concrete pad and method of forming and erecting the tilt-up concrete pad which utilizes reusable forms. The
brackets 16 utilized in the system appear to be permanently attached via nails to the flooring. U.S. Pat. No. 5,226,265 issued to Kelly et al. on Jul. 13, 1993 discloses a unique apparatus and method for lifting tilt-up wall constructions which is inserted into the concrete pour. U.S. Pat. No. 4,389,831 issued to Baumann on Jan. 28, 1983 discloses a simplified construction system for pre-cast concrete walls wherein the floor, ceiling and side walls are formed upon theslab 10 and subsequently pivoted upward into a final orientation. U.S. Pat. No. 4,339,106 issued to Navarro on Jul. 13, 1982 discloses a reusable bracket assembly for concrete form which includesbrackets 16 that are maintained upon the slab via plural nails. U.S. Pat. No. 6,067,757 issued to Olsen et al. on May 30, 2000 discloses a tilt-up concrete panel and forming system which utilizes abracket 16 which includes plural apertures for receiving nails therethrough. U.S. Pat. No. 4,104,356 issued to Deutsch et al. on Aug. 1, 1978 discloses a tilt-up panel bracket 16 formed of metal and adapted for power driven fasteners into theslab 10. - As shown in FIG. 2, the prior art metal or
wood brace 16 typically utilizesnails 20 which are driven into theconcrete slab flooring 10. In this regard, a contractor typically first drills one or more holes into the slab since anail 20 cannot typically be driven directly into theslab 10 without breaking or cracking the slab. Thereafter, anail 20 is inserted into each hole, pounded into theslab 10 and thewooden concrete form 14 is then attached to the opposite side of thebracket 16 to enable a subsequent pouring of the side walls within the interior of the frameworks. After curing of the pour, the brace orbracket 16 is removed from theslab 10 and theforms 14 removed therefrom. In removing theprior art bracket 16 andnails 20 from theslab 10, it is typical that theslab 10 breaks open in the area of thenail 22, thereby requiring subsequent patching of theslab 10, which is visually unpleasing and structurally unsound. Even if the slab is not damaged, patching is required to fill in the nail hole. As such, the prior art bracing and attachment of the bracing to theslab 10 vianails 20 is time consuming, structurally deficient and results in patchwork to the slab which is visually unpleasant. - Thus, a need exists for a brace which is utilized in the formation of walls for tilt-up concrete building structures wherein removal of the brace will not cause breaks in the previously poured concrete slab floor.
- In accordance with the present invention, a brace for use in tilt-up construction is disclosed. The brace is triangular in shape and includes a bottom surface and a vertical side surface. The bottom surface of the brace is affixed to a permanent horizontal surface (e.g., a slab) in a manner that allows the brace to be removed without damaging the permanent horizontal surface. The vertical side surface of the brace is attached to a concrete pour form. The concrete pour form can be made of various materials (e.g., wood or metal).
- In accordance with other aspects of the invention, the bottom surface of the brace is affixed to the permanent horizontal surface using an adhesive, such as double-sided tape. Preferably, the bottom surface of the brace also includes holes so that the brace can be affixed to the permanent horizontal surface using nails instead of or in addition to the adhesive. The adhesive may be applied to the brace at the time of manufacture.
- In accordance with yet other aspects of the invention, the vertical side surface is attached to the form using an adhesive. Preferably, the vertical side surface includes holes so that the vertical side surface can be attached to the form using nails instead of or in addition to the adhesive.
- In accordance with still other aspects of the invention, a shoe is attached to the permanent horizontal surface and the brace locks into the shoe. For example, the shoe and the brace are molded in a manner which allows the brace to snap or lock into place. For example, the shoe and the brace may be molded out of a plastic material.
- These as well as other features of the present invention will become more apparent upon reference to the drawings wherein:
- FIG. 1 is an illustration showing prior art tilt-up construction wherein concrete pour forms are nailed to a slab using brackets;
- FIG. 2 is an illustration of a prior art bracket used in the tilt-up construction shown in FIG. 1;
- FIG. 3 is an illustration of a brace for use in tilt-up construction formed in accordance with the present invention;
- FIG. 4 is a perspective view of a flange that may be included in various embodiments of the brace of FIG. 3;
- FIG. 5 is a cross section of the flange of FIG. 4;
- FIG. 6 is a perspective view of a wedge piece that may be included in various embodiments of the brace of FIG. 3;
- FIG. 7 is a cross section of the wedge piece of FIG. 6;
- FIG. 8 is an illustration of a shoe which can be used to hold the brace shown in FIG. 3;
- FIG. 9 is an alternative embodiment wherein a brace is affixed indirectly to a slab using strips of material; and
- FIG. 10 is an alternative embodiment of an elongated shoe which can be used to hold a plurality of braces.
- The present invention is a brace or bracket for use in tilt-up construction that does not require the nailing the brace to the
slab 10. In exemplary embodiments, such as the one shown in FIG. 3, a triangle-shapedpre-formed brace element 30 is attached to theslab 10 via an adhesive which is applied to the lower surface of thebrace 30. The brace element is a preformed, molded brace, preferably, plastic. Preferably, the adhesive (e.g., double-sided tape) is applied at the time of manufacturing of thebrace 30, and is covered via a slip sheet which when removed, allows the adhesive to grip theslab 10. Preferably, the brace is constructed so as to be disposable. However, it is possible that the brace may not be damaged during the removal process. Thus, preferably, additional adhesive can be added so that the brace can be reused if desired. - The vertical side surface of the
brace 30 may be connected to aconventional form 14, to enable the form orformwork 14 to be positioned upon theslab 10 and allow the concrete wall pour to occur. Traditionally, the concrete pour forms are constructed of wood, however, it will be appreciated that pour forms can be constructed of other materials, for example, metal. Thebrace 30 may be secured to theform 14 using an adhesive. Alternatively, the brace can be secured to the form using traditional means, such as nails. In exemplary embodiments (not shown), the brace has holes in the vertical side surface of the brace so that the brace can be easily attached to theform 14 using nails if desired. - Preferably, the adhesive is sufficient to temporarily position the
brace 30 upon theslab 10, yet sufficiently weak that when desired thebrace 30 can be quickly removed from theslab 10, for example, by hitting thebrace 30 with a hammer. As such, the present invention allows for the rapid placement of thebrace 30 upon theslab 10 without the drilling of the slab for nails and without requiring the slab to be patched after removal of the brace. In exemplary embodiments, there are holes on the lower surface of thebrace 30 so that the brace can be secured to theslab 10 using nails if desired. - In exemplary embodiments, the
brace 30 includes a flange 32 (shown in FIGS. 3-5) that can be used to batter or angle theform 14 relative to thebrace 30. For example, it may be desirable to angle the form so that this side of the wall panel which becomes the top of the wall is angled inward to the building, thus causing rain water to flow to the roof of the building, rather than down the exterior side of the building. Theflange 32 is connected to thebrace 30 with a connectingmember 34 which allows the flange to be positioned between thebrace 30 and theform 14 if desired. In alternative exemplary embodiments, thebrace 30 includes a wedge piece 36 (such as the one shown in FIGS. 6 and 7) that can be used to take up space between the brace and the form. A wedge piece may be desirable if the form is warped. Thewedge piece 36 is connected to thebrace 30 in a manner similar to the manner in which theflange 32 is connected to the brace. It will be appreciated that various embodiments do not include a wedge or a flange. It will also be appreciated that in those embodiments that do include a wedge or a flange, it is not necessary that the wedge or flange be utilized. - Alternative embodiments of the brace are formed with a two-piece construction, i.e., the
brace 30 as shown in FIG. 3 and a brace shoe orpad 40 as shown in FIG. 6. In this embodiment, theshoe 40 is provided with the adhesive for attachment to theslab 10 while thebrace 30 may be manually inserted and removed from the base orshoe 40. As such, thebrace 30 can be reused for multiple applications while theshoe 40 can be made to be disposable. Preferably, theshoe 40 has holes on the lower surface so that the shoe can be nailed to theslab 10 if desired. - FIG. 9 illustrates an alternative embodiment in strips of material52A, 52B (e.g., wood, metal or plastic) are affixed to the
slab 10. Preferably, the strips of material 52A, 52B are affixed to theslab 10 using an adhesive, such as an adhesive tape. However, it will be appreciated that the strips 52A, 52B may be attached to the slab using means other than adhesive, for example nails. In the exemplary embodiment shown in FIG. 9, one strip of material 52A is placed next to theform 14. A second strip 52B is placed a distance away from the form in a parallel direction. One ormore braces 50 are then affixed to the strips 52A, 52B and theform 14 as desired. In the illustrated embodiment, thebrace 50 is attached to the strips 52A, 52B withnails 56 which are inserted throughnail flanges 54. In the illustrated embodiment, two nail flanges 54 (one on each side of the brace) are attached to each of two strips of material 52A, 52B.Nail flanges 54 are also used to attach the back of the vertical side surface of thebrace 50 to theform 14. In exemplary embodiments, thebrace 50 is molded to include the nail flanges in a one-piece construction. In alternate embodiments, the nail flanges are separate pieces molded to attach (for example, by snapping into place) to a separate brace piece. - FIG. 10 illustrates another embodiment of the invention which utilizes an
elongated shoe 60. Preferably, theelongated shoe 60 is an extruded piece, for example made of plastic. The back of the elongated shoe is affixed to theform 14, for example, using an adhesive or nails. The bottom of the elongated shoe is affixed to theslab 10, for example, using an adhesive, such as double-sided tape or glue. It will be appreciated that theelongated shoe 60 may be attached to theslab 10 using other means, for example, nails, staples. In exemplary embodiments, an adhesive, such as double-sided tape is pre-applied to the elongated shoe. Multiple braces 62 can be inserted into theelongated shoe 60. In exemplary embodiments, such as the one shown in FIG. 10, thebraces 62 are snapped into the elongated shoe 60 (extruded piece) and are affixed to theform 14, for example by nailing or stapling. - Additional modifications and improvements of the present invention may also be apparent to those of ordinary skill in the art. Thus, the particular combination of parts described and illustrated herein is intended to represent only a certain embodiment of the present invention, and is not intended to serve as a limitation of alternative devices within the spirit and scope of the invention.
Claims (18)
Priority Applications (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US09/725,524 US20020062603A1 (en) | 2000-11-29 | 2000-11-29 | Tilt-up concrete form brace |
AU2002226904A AU2002226904B2 (en) | 2000-11-29 | 2001-11-20 | Tilt-up concrete form brace |
PCT/US2001/043346 WO2002043534A1 (en) | 2000-11-29 | 2001-11-20 | Tilt-up concrete form brace |
AU2690402A AU2690402A (en) | 2000-11-29 | 2001-11-20 | Tilt-up concrete form brace |
NZ526119A NZ526119A (en) | 2000-11-29 | 2001-11-20 | Tilt-up concrete form brace |
US10/121,125 US8186645B2 (en) | 2000-11-29 | 2002-04-11 | Tilt-up concrete form brace |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US09/725,524 US20020062603A1 (en) | 2000-11-29 | 2000-11-29 | Tilt-up concrete form brace |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/121,125 Continuation-In-Part US8186645B2 (en) | 2000-11-29 | 2002-04-11 | Tilt-up concrete form brace |
Publications (1)
Publication Number | Publication Date |
---|---|
US20020062603A1 true US20020062603A1 (en) | 2002-05-30 |
Family
ID=24914896
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US09/725,524 Abandoned US20020062603A1 (en) | 2000-11-29 | 2000-11-29 | Tilt-up concrete form brace |
US10/121,125 Expired - Fee Related US8186645B2 (en) | 2000-11-29 | 2002-04-11 | Tilt-up concrete form brace |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/121,125 Expired - Fee Related US8186645B2 (en) | 2000-11-29 | 2002-04-11 | Tilt-up concrete form brace |
Country Status (4)
Country | Link |
---|---|
US (2) | US20020062603A1 (en) |
AU (2) | AU2002226904B2 (en) |
NZ (1) | NZ526119A (en) |
WO (1) | WO2002043534A1 (en) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20040035083A1 (en) * | 2002-08-20 | 2004-02-26 | Kyozaburo Takagi | Extruded bracket with miter cut |
US20050205753A1 (en) * | 2004-02-12 | 2005-09-22 | Kyozaburo Takagi | Construction components including hinged portions and pliant sealing edges |
US20050218277A1 (en) * | 2004-04-06 | 2005-10-06 | Shaw Lee A | Non-destructive form brackets and methods of using the same |
US20070120040A1 (en) * | 2005-11-29 | 2007-05-31 | Hollon Gregory L | System and method for minimizing holes on slab floor when forming tilt concrete walls |
US20080123268A1 (en) * | 2006-11-29 | 2008-05-29 | Taillefer Michael A | Television mount |
US20080134606A1 (en) * | 2006-12-07 | 2008-06-12 | Shaw And Sons, Inc. | Monolithic concrete wall expansion joint system |
GB2592951A (en) * | 2020-03-11 | 2021-09-15 | Balanced Earth Homes Ltd | Improvements relating to insulated raft foundations |
US11359392B2 (en) * | 2019-08-05 | 2022-06-14 | Ccs Contractor Equipment & Supply, Llc | Form bracket for concrete panel form |
US11808002B2 (en) | 2019-09-16 | 2023-11-07 | Mono Slab Ez Form Llc | Cement form with extension |
US11946266B2 (en) | 2020-05-07 | 2024-04-02 | Mono Slab Ez Form Llc | Cement form with brick ledge |
CN118639862A (en) * | 2024-08-15 | 2024-09-13 | 河南正川建设工程有限公司 | Building template and construction method thereof |
Families Citing this family (24)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20020062603A1 (en) | 2000-11-29 | 2002-05-30 | Scott Shaw | Tilt-up concrete form brace |
AU2003212016B2 (en) * | 2002-07-09 | 2008-04-17 | Aztec Concrete Accessories, Inc. | Brace for Concrete Forms |
US7051988B2 (en) * | 2002-07-09 | 2006-05-30 | Dayton Superior Corporation | Brace for concrete forms |
US7828263B2 (en) | 2004-07-22 | 2010-11-09 | Dayton Superior Corporation | Concrete form brace and battering wedge |
US7780894B2 (en) * | 2005-12-21 | 2010-08-24 | Jones Kurtis D | System for defining openings in tilt-up walls |
US20070151173A1 (en) * | 2005-12-30 | 2007-07-05 | Boake Paugh | Method of constructing structures with seismically-isolated base |
US20070234664A1 (en) * | 2006-03-23 | 2007-10-11 | Kenneth Matthew Tucker | Method of forming a decorative concrete wall |
WO2012122592A1 (en) * | 2011-03-11 | 2012-09-20 | Elston Greg | An adaptable bracket |
DK3239431T3 (en) * | 2016-04-26 | 2019-06-11 | Halfen Gmbh | Support bracket for attaching a cladding to a load-bearing wall |
US9988823B1 (en) | 2017-10-02 | 2018-06-05 | General Steel And Supply Company | Concrete forming system |
USD947651S1 (en) | 2018-06-05 | 2022-04-05 | Meadow Burke, Llc | Pre-cast panel wall brace |
US11091923B2 (en) | 2018-06-05 | 2021-08-17 | Meadow Burke, Llc | Brace for a precast concrete panel |
US10427916B1 (en) | 2018-10-05 | 2019-10-01 | Tgr Construction, Inc. | Structure installation system with vehicle having hangers to support a wall |
US11209167B1 (en) * | 2019-05-02 | 2021-12-28 | Leunam Gutierrez | Fireplace cover |
US11686111B2 (en) | 2019-05-06 | 2023-06-27 | Ccs Contractor Equipment & Supply, Llc | Modular pipe brace assembly |
US10633812B1 (en) | 2019-06-25 | 2020-04-28 | Tgr Construction, Inc. | Bollard wall gate system |
US10633887B1 (en) | 2019-08-29 | 2020-04-28 | Tgr Construction, Inc. | Bollard setting and installation system |
US11492797B2 (en) | 2020-03-05 | 2022-11-08 | Meadow Burke, Llc | Connector for precast concrete structures |
US12110678B2 (en) | 2020-07-09 | 2024-10-08 | Meadow Burke, Llc | Reinforcement for a connector in a precast concrete panel |
US11105116B1 (en) | 2021-03-18 | 2021-08-31 | Tgr Construction, Inc. | Bollard wall system |
US11834823B2 (en) * | 2021-04-07 | 2023-12-05 | Monarch Materials Group, Inc. | Method of forming vertical wall around window frame |
US11988000B2 (en) | 2021-12-28 | 2024-05-21 | OCM, Inc. | Tilt-form bracket for concrete wall construction |
USD1021607S1 (en) | 2021-12-28 | 2024-04-09 | OCM, Inc. | Tilt-form bracket extension |
USD1025751S1 (en) | 2021-12-28 | 2024-05-07 | OCM, Inc. | Tilt-form bracket |
Family Cites Families (63)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1374894A (en) | 1919-06-03 | 1921-04-19 | Nils F Ambursen | Hanger for concrete construction |
US1512165A (en) * | 1921-04-20 | 1924-10-21 | Vernon E Funkhouser | Road form |
US1527698A (en) * | 1922-03-07 | 1925-02-24 | Gustavus W Pearthree | Road form |
US1722144A (en) * | 1924-01-12 | 1929-07-23 | John N Heltzel | Concrete form |
US1944511A (en) * | 1929-02-23 | 1934-01-23 | John N Heltzel | Road form |
US2063748A (en) * | 1935-05-29 | 1936-12-08 | Alexander H Cathcart | Method of moving and resetting tile walls |
US2994905A (en) * | 1959-01-09 | 1961-08-08 | Jr William A Franker | Cove construction |
US3202393A (en) * | 1962-08-30 | 1965-08-24 | Chester W Pettit | Form holding bracket |
US3400847A (en) * | 1967-04-21 | 1968-09-10 | Admiral Corp | Cabinet support member |
US3582035A (en) | 1967-06-08 | 1971-06-01 | Structural Voids Inc | Concrete pan forming system |
USRE27258E (en) * | 1969-04-10 | 1971-12-28 | Trim correcting apparatus for boats | |
US3632078A (en) | 1969-04-10 | 1972-01-04 | West Coast Ind Inc | Concrete form |
US3609935A (en) | 1969-05-01 | 1971-10-05 | Delmar L Thomas | Permanent form for precast tilt-up concrete modules and process |
US3584826A (en) | 1969-05-05 | 1971-06-15 | Arvin F Liester | Concrete wall forming apparatus and method |
US3637181A (en) | 1970-03-16 | 1972-01-25 | Minnesota Mining & Mfg | Adhesive fixture |
US3681882A (en) | 1970-03-30 | 1972-08-08 | United Fabricating Co Inc | Raised floor panel and assembly |
US3700202A (en) | 1970-06-29 | 1972-10-24 | Walker Boudwin Construction Co | Adjustable brace for tilt-up construction |
US3775240A (en) | 1970-11-27 | 1973-11-27 | Heckinger And Ass Inc | Structural building module |
US3797800A (en) * | 1971-06-02 | 1974-03-19 | E Loy | Portable reusable form for concrete foundations |
US3743286A (en) * | 1971-11-03 | 1973-07-03 | F Weinhagen | Water basketball apparatus |
US3817006A (en) * | 1972-10-27 | 1974-06-18 | Bracing Syst Inc | Apparatus for supporting masonry walls against wind damage during construction |
US3979093A (en) | 1973-10-18 | 1976-09-07 | Madden James E | Means for mounting pipes and conduits in studs and joists |
US3938199A (en) * | 1973-12-27 | 1976-02-17 | Laven Merrill L | Swimming pool components |
US4042205A (en) | 1975-12-08 | 1977-08-16 | Flavel Deloyd Herrell | Mold element for horizontally forming panels |
US4101111A (en) * | 1976-12-03 | 1978-07-18 | Byron Norman Bishop | Block and brace assembly |
US4104356A (en) * | 1977-01-26 | 1978-08-01 | Joseph Paul Deutsch | Tilt-up panel bracket |
US4417425A (en) | 1977-02-11 | 1983-11-29 | Dayton Superior Corporation | Apparatus for erecting concrete wall panels |
US4083156A (en) | 1977-04-14 | 1978-04-11 | Superior Concrete Accessories, Inc. | Apparatus for bracing a tilt-up wall panel |
US4393568A (en) | 1979-04-16 | 1983-07-19 | Ramon Navarro | Method for attaching wooden forms to a concrete surface |
US4339106A (en) * | 1980-07-31 | 1982-07-13 | Ramon Navarro | Reusable bracket assembly for concrete form |
US4389831A (en) | 1981-05-26 | 1983-06-28 | Sharon K. Baumann Trust | Simplified construction system |
IE53768B1 (en) | 1983-01-03 | 1989-02-01 | Ducata Ltd | Improvements in or relating to wall fixings |
US4542613A (en) | 1983-05-26 | 1985-09-24 | Leyte Vidal Marco A | Precast concrete building panel and method of producing the same |
US4553751A (en) * | 1984-11-02 | 1985-11-19 | Ketchum John L | Rebound apparatus |
DE3503810A1 (en) | 1985-02-05 | 1986-08-07 | Michael 7613 Hausach Hering | Shuttering system for shuttering surfaces, in particular for producing concrete elements |
US4659057A (en) | 1985-06-26 | 1987-04-21 | Felter John V | Tilt up concrete wall panel system |
US4695211A (en) * | 1985-09-10 | 1987-09-22 | Sea-Land Corporation, Inc. | Refrigerated carrier floor clamp |
DE3540735A1 (en) * | 1985-11-16 | 1987-05-21 | Henkel Kgaa | DEVICE FOR PRESENTING SALES ITEMS |
US5377447A (en) * | 1986-03-11 | 1995-01-03 | Fritch; John R. | Landscape edging apparatus and method |
US4846437A (en) * | 1987-02-12 | 1989-07-11 | Fitzgerald Leonard R | Bracket for supporting concrete formwork |
US5205942A (en) * | 1987-02-12 | 1993-04-27 | Fitzgerald Leonard R | Lipped channel formwork |
US5096155A (en) | 1987-02-12 | 1992-03-17 | Fitzgerald Leonard R | Concrete form supporting bracket |
US4841702A (en) | 1988-02-22 | 1989-06-27 | Huettemann Erik W | Insulated concrete building panels and method of making the same |
US5226265A (en) | 1989-03-22 | 1993-07-13 | The Burke Company | Apparatus and method for lifting tilt-up wall constructions |
US5076079A (en) * | 1990-01-22 | 1991-12-31 | Monoson David B | Anti-theft device for computers and the like |
US5843327A (en) * | 1990-06-15 | 1998-12-01 | Lindgren; Haakan | Casting mold device |
US5212920A (en) | 1991-03-19 | 1993-05-25 | Richmond Screw Anchor Company, Inc. | Strongback attachment system for concrete panel tilt-up construction |
JPH06129043A (en) | 1991-12-27 | 1994-05-10 | Nippon Carbide Ind Co Inc | Permanent form |
SE507315C2 (en) * | 1992-12-09 | 1998-05-11 | Ulf Lundagaards | Locking device for locking an object in relation to a support |
US5491948A (en) | 1993-12-22 | 1996-02-20 | Harris; Dallas L. | Tilt-up concrete pad and method of forming and erecting the tilt-up concrete pad |
US5662305A (en) * | 1994-01-25 | 1997-09-02 | Velcro Industries B.V. | Securing device |
US5489468A (en) | 1994-07-05 | 1996-02-06 | Davidson; Glenn R. | Sealing tape for concrete forms |
US5656194A (en) * | 1995-06-14 | 1997-08-12 | Superior Walls Of America, Ltd. | Assembly jig for prefabricated concrete walls |
US5664749A (en) * | 1995-10-05 | 1997-09-09 | Fasteners For Retail, Inc. | Adjustable sign holders |
US6073405A (en) * | 1995-12-22 | 2000-06-13 | Icf Kaiser Engineers, Inc. | Fitting for effecting bolted connection between a beam and a column in a steel frame structure |
US5695165A (en) * | 1995-12-29 | 1997-12-09 | Rainin Instrument Co., Inc. | Multi-mode attachable hanger for pipettes |
US5817247A (en) * | 1996-12-27 | 1998-10-06 | Colatruglio; Timothy | Wall supporting |
JP3231001B2 (en) * | 1997-03-06 | 2001-11-19 | 喬 藤畠 | Fixture using metal and wood board |
US6067757A (en) | 1999-02-17 | 2000-05-30 | Olson; Timothy | Tilt-up concrete panel and forming system therefore |
US6230451B1 (en) | 1999-05-11 | 2001-05-15 | Sto-Cote Products, Inc. | Ice skating rink structure |
US6182416B1 (en) * | 1999-07-23 | 2001-02-06 | Thomas L. Brackin | Tilt-up wall panel construction method and form blocks |
US20020062603A1 (en) | 2000-11-29 | 2002-05-30 | Scott Shaw | Tilt-up concrete form brace |
US6540201B1 (en) * | 2001-02-26 | 2003-04-01 | White Cap Industries Incorporated | Tilt-up concrete panel forming system |
-
2000
- 2000-11-29 US US09/725,524 patent/US20020062603A1/en not_active Abandoned
-
2001
- 2001-11-20 WO PCT/US2001/043346 patent/WO2002043534A1/en not_active Application Discontinuation
- 2001-11-20 AU AU2002226904A patent/AU2002226904B2/en not_active Expired
- 2001-11-20 AU AU2690402A patent/AU2690402A/en active Pending
- 2001-11-20 NZ NZ526119A patent/NZ526119A/en not_active IP Right Cessation
-
2002
- 2002-04-11 US US10/121,125 patent/US8186645B2/en not_active Expired - Fee Related
Cited By (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6834471B2 (en) * | 2002-08-20 | 2004-12-28 | Fukuvi Usa, Inc. | Extruded bracket with miter cut |
US20040035083A1 (en) * | 2002-08-20 | 2004-02-26 | Kyozaburo Takagi | Extruded bracket with miter cut |
US7530544B2 (en) * | 2004-02-12 | 2009-05-12 | Fukuvi Usa, Inc. | Panel forming system including construction component having hinged portion engaged with set portion forming panel forming surfaces against which curable materials are shaped |
US20050205753A1 (en) * | 2004-02-12 | 2005-09-22 | Kyozaburo Takagi | Construction components including hinged portions and pliant sealing edges |
US20050218277A1 (en) * | 2004-04-06 | 2005-10-06 | Shaw Lee A | Non-destructive form brackets and methods of using the same |
US7097147B2 (en) * | 2004-04-06 | 2006-08-29 | Shaw Lee A | Non-destructive form brackets and methods of using the same |
US20070120040A1 (en) * | 2005-11-29 | 2007-05-31 | Hollon Gregory L | System and method for minimizing holes on slab floor when forming tilt concrete walls |
US20080123268A1 (en) * | 2006-11-29 | 2008-05-29 | Taillefer Michael A | Television mount |
US7926235B2 (en) | 2006-12-07 | 2011-04-19 | Shaw & Sons, Inc. | Monolithic concrete wall expansion joint system |
US20100071290A1 (en) * | 2006-12-07 | 2010-03-25 | Shaw Lee A | Monolithic concrete wall expansion joint system |
US20080134606A1 (en) * | 2006-12-07 | 2008-06-12 | Shaw And Sons, Inc. | Monolithic concrete wall expansion joint system |
US11359392B2 (en) * | 2019-08-05 | 2022-06-14 | Ccs Contractor Equipment & Supply, Llc | Form bracket for concrete panel form |
US20220235564A1 (en) * | 2019-08-05 | 2022-07-28 | Ccs Contractor Equipment & Supply, Llc | Form bracket for concrete panel form |
US20230151622A1 (en) * | 2019-08-05 | 2023-05-18 | Ccs Contractor Equipment & Supply, Llc | Form bracket for concrete panel form |
US11761219B2 (en) * | 2019-08-05 | 2023-09-19 | Ccs Contractor Equipment & Supply, Llc | Form bracket for concrete panel form |
USD1000253S1 (en) | 2019-08-05 | 2023-10-03 | Ccs Contractor Equipment & Supply, Llc | Form bracket for concrete panel form |
US11828075B2 (en) * | 2019-08-05 | 2023-11-28 | Ccs Contractor Equipment & Supply, Llc | Form bracket for concrete panel form |
US11808002B2 (en) | 2019-09-16 | 2023-11-07 | Mono Slab Ez Form Llc | Cement form with extension |
GB2592951A (en) * | 2020-03-11 | 2021-09-15 | Balanced Earth Homes Ltd | Improvements relating to insulated raft foundations |
US11946266B2 (en) | 2020-05-07 | 2024-04-02 | Mono Slab Ez Form Llc | Cement form with brick ledge |
CN118639862A (en) * | 2024-08-15 | 2024-09-13 | 河南正川建设工程有限公司 | Building template and construction method thereof |
Also Published As
Publication number | Publication date |
---|---|
NZ526119A (en) | 2004-11-26 |
US8186645B2 (en) | 2012-05-29 |
AU2690402A (en) | 2002-06-11 |
US20020145093A1 (en) | 2002-10-10 |
AU2002226904B2 (en) | 2006-10-26 |
WO2002043534A1 (en) | 2002-06-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US20020062603A1 (en) | Tilt-up concrete form brace | |
AU2002226904A1 (en) | Tilt-up concrete form brace | |
US6540201B1 (en) | Tilt-up concrete panel forming system | |
US7051988B2 (en) | Brace for concrete forms | |
US6526713B2 (en) | Concrete structure | |
US6609340B2 (en) | Concrete structures and methods of forming the same using extenders | |
US4211043A (en) | Precast concrete building module form | |
US7445192B2 (en) | Shear wall template | |
US4042205A (en) | Mold element for horizontally forming panels | |
US20160281355A1 (en) | Wall forming system and kit thereof | |
US5246640A (en) | Method of constructing a wall from pourable concrete material | |
US4086978A (en) | Built-in scaffold support | |
US4104356A (en) | Tilt-up panel bracket | |
US20050086904A1 (en) | Method and apparatus for forming cast wall panels | |
US5806274A (en) | Floor joist retainer and method for using the same | |
US5547163A (en) | Wedged tiewire assembled plyform panel to I-beam stakes | |
EP1624123A2 (en) | Form panel and use of the same for the erection of roofs | |
US4215519A (en) | Method for cast-in-place concrete walls | |
JP2001173240A (en) | Reinforced outer wall and method of reinforcing outer wall | |
US4616800A (en) | Swimming pool bond beam form system | |
JP2889142B2 (en) | How to fix outer wall materials for renovation | |
US20070137136A1 (en) | System and method for minimizing holes on slab floor when forming tilt concrete walls | |
KR200198525Y1 (en) | Wood wall form remove tool | |
KR200143182Y1 (en) | Horizontality mediation plate for executing concrete slabs | |
US7549617B1 (en) | Slab saver form attachment device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
AS | Assignment |
Owner name: AZTEC CONCRETE ACCESSORIES, INC., CALIFORNIA Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:SHAW, SCOTT;HASLEM, DALE R.;WILBUR, STEVE;AND OTHERS;REEL/FRAME:011336/0611 Effective date: 20001121 |
|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |
|
AS | Assignment |
Owner name: GENERAL ELECTRIC CAPITAL CORPORATION, NEW YORK Free format text: SECURITY AGREEMENT;ASSIGNOR:DAYTON SUPERIOR CORPORATION;REEL/FRAME:014301/0075 Effective date: 20040130 |
|
AS | Assignment |
Owner name: BANK OF NEW YORK, THE, NEW YORK Free format text: SECURITY INTEREST;ASSIGNOR:DAYTON SUPERIOR CORPORATION;REEL/FRAME:014920/0650 Effective date: 20040130 Owner name: BANK OF NEW YORK, THE, NEW YORK Free format text: SECURITY INTEREST AMENDMENT;ASSIGNOR:DAYTON SUPERIOR CORPORATION;REEL/FRAME:014943/0333 Effective date: 20040130 |
|
AS | Assignment |
Owner name: DAYTON SUPERIOR DELAWARE CORPORATION (D/B/A DAYTON Free format text: MERGER;ASSIGNOR:DAYTON SUPERIOR CORPORATION;REEL/FRAME:018635/0732 Effective date: 20061214 |