US20130232897A1 - Anchor system for securing a concrete wall panel to a supporting concrete foundation - Google Patents
Anchor system for securing a concrete wall panel to a supporting concrete foundation Download PDFInfo
- Publication number
- US20130232897A1 US20130232897A1 US13/871,446 US201313871446A US2013232897A1 US 20130232897 A1 US20130232897 A1 US 20130232897A1 US 201313871446 A US201313871446 A US 201313871446A US 2013232897 A1 US2013232897 A1 US 2013232897A1
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- United States
- Prior art keywords
- wall panel
- concrete
- base plate
- anchor
- hole
- 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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- 230000001154 acute effect Effects 0.000 claims abstract description 16
- 238000010079 rubber tapping Methods 0.000 claims abstract description 7
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 6
- 238000005553 drilling Methods 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 abstract description 6
- 239000010959 steel Substances 0.000 abstract description 6
- 238000005266 casting Methods 0.000 abstract description 2
- 239000004593 Epoxy Substances 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 239000011440 grout Substances 0.000 description 2
- 230000003116 impacting effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 229920006332 epoxy adhesive Polymers 0.000 description 1
- 239000003000 extruded plastic Substances 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000004800 polyvinyl chloride Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
Definitions
- a connector or anchor for connecting a cast concrete wall panel to a poured concrete foundation, for example, as disclosed in U.S. Pat. No. 5,609,005, the disclosure of which is herein incorporated by reference.
- a connector includes an inverted V-shaped angle member having an inclined surface supporting an inclined tubular member which extends to the outer surface of the wall panel.
- An anchor rod is inserted through a hole within the angle member and into an inclined hole drilled within the concrete foundation.
- the anchor rod is secured within the concrete foundation with an epoxy adhesive, and a nut is threaded onto the upper end portion of the anchor rod after the adhesive is cured.
- each concrete wall panel is cast horizontally on a poured concrete floor after the concrete floor cures, and the cured wall panel is tilted upwardly to a vertical position and located where the anchor rods are inserted into the drilled holes within the concrete foundation.
- the tubular member is commonly filled with grout, and earth may be filled in outside the wall panel to cover the grout on each connector
- Locating the anchor system for access from the inside surface of the wall panel also provides for convenient access to the anchor system from the concrete floor and for faster and safer installation as well as for convenient inspection of the anchor system.
- Inside installation of the anchor system also avoids exposure of the anchor system to corrosion from exterior weather conditions and eliminates exterior patching of the anchor system with mortar to limit weather exposure.
- an anchor system constructed in accordance with the present invention includes a steel base plate which is positioned adjacent the bottom surface of the wall panel before the wall panel is cast, and a plurality of concrete reinforcing rods have lower ends welded to the base plate and project upwardly within the wall panel.
- a cavity forming member or tapered channel member has a lower end surface welded to the base plate and projects upwardly in flush relation with the inner surface of the wall panel. The channel member projects upwardly substantially above the floor surface and is slightly inclined on an acute angle less than twelve degrees and preferably about six degrees with respect to a vertical plane or the inner surface of the erected wall panel.
- a hole is drilled into the concrete foundation on the acute angle and in alignment with a hole formed within the base plate at the bottom of the cavity defined by the channel member.
- a special self-tapping concrete anchor bolt is then extended through the hole in the base plate and threaded into the slightly inclined hole within the concrete foundation.
- the channel member provides for convenient access and alignment for drilling the inclined hole within the concrete foundation and for inserting the self-tapping concrete anchor bolt with a hand supported power operated impacting bolt driver.
- the base plate of the anchor system may be tilted by the slightly acute angle or the base plate may be horizontal and have an inclined spot face around the hole within the base plate at the acute angle.
- FIG. 1 is a perspective view of a wall panel anchor constructed in accordance with the invention
- FIG. 2 is a vertical section of the anchor taken generally on the line 2 - 2 of FIG. 1 ;
- FIG. 3 is a vertical section of a concrete wall panel, concrete foundation and concrete floor showing the anchor system with the anchor of FIGS. 1 & 2 installed for connecting the concrete wall panel to the concrete foundation in accordance with the invention;
- FIG. 4 is another vertical section similar to FIG. 3 and illustrating the attachment of a removable cap member onto a tapered channel member of the anchor shown in FIG. 1 ;
- FIG. 5 is a top end view of the cap member
- FIG. 6 is an elevational rear view of the cap member
- FIG. 7 is an enlarged horizontal section of the installed cap member, taken generally on the line 7 - 7 of FIG. 4 .
- FIG. 1 illustrates a fabricated steel wall panel anchor 20 which is constructed in accordance with the invention and used for securing a cast concrete wall panel 22 ( FIG. 3 ) to a poured concrete footer or foundation 24 which may support a poured concrete floor 26 .
- the wall anchor 20 includes a flat steel base plate 30 having a length of about 13 inches, a width of about 6 inches and a thickness of 3 ⁇ 4 inch.
- An elongated cavity defining member or tapered channel member 35 has an inner inclined wall 37 integrally connecting generally triangular opposite side walls 38 . The bottom ends of the walls 37 and 38 are welded to the base plate 30 so that the member 35 forms a tapering cavity 40 .
- the inner wall 37 of the cavity defining member or channel 35 is perpendicular to the base plate 30 which, as shown in FIGS. 2 and 3 extends at an acute angle A less than twelve degrees and preferably about six degrees.
- a pair of right angle brackets 43 have vertical flanges 44 welded to the ends of the slightly inclined base plate 30 and include base flanges 46 which also extend at the acute angle A with respect to the bottom surface of the base plate 30 .
- the base flanges 46 have center holes 47 .
- a set or pair of steel concrete reinforcing rods or rebars or bars 50 project upwardly from the base plate 30 on opposite sides of the cavity defining member 35 and have lower end portions 52 perpendicular to the base plate 30 and welded to the base plate.
- the reinforcing bars 50 have a slightly curved portion or bend 54 above the lower end portions 52 so that each bar 50 has an upper portion 56 which extends vertically within the wall panel 22 .
- the base plate 30 has a circular hole 58 of about 15/16 inch diameter within the bottom of the cavity 40 .
- the wall panel 22 is cast in a horizontal position, for example, as disclosed in above-mentioned U.S. Pat. No. 5,609,005.
- the wall anchor members 20 are attached to a form, for example, by nails or fasteners extending through the holes 47 within the brackets 43 .
- Each anchor 20 is positioned within the forms with the edge surfaces of the side flanges 38 of the channel 35 generally flush with the top surface of the edge forms so that the edges of the side flanges 38 will be generally flush with the inner surface of the wall panel after it has poured.
- the panel is lifted or tilted to a vertical position and positioned at the desired location on the foundation 24 , as shown in FIG. 3 .
- An inclined hole 60 is drilled within the concrete foundation 24 with a concrete drill having an axis inclined on the angle A.
- the wall panel 22 is then secured or anchored to the foundation 24 , preferably, by a self-tapping steel anchor bolt 62 which has a shank portion 64 having a sharp helical thread 66 that penetrates the concrete in the foundation 24 .
- the shank portion 64 is integrally connected to an enlarged hexagonal head portion 68 having an outwardly projecting integral flange 71 larger than the hole 58 within the base plate 30 .
- One company that makes a suitable bolt 62 is Simpson Strong-Tie Company, Inc. who produces a ten inch long bolt having a 3 ⁇ 4 inch shank diameter and sold under the trademark SIMPSON Strong-Tie.
- the bolt 62 is threaded into the hole 60 by a power operated impacting socket wrench supported by an operator standing on the floor 26 . After the bolt 62 is tightened, it is capable of withstanding a substantial tension force, for example, 10,000 pounds. It is also apparent from FIG. 3 that when the wall panel 22 is positioned on the foundation 24 , the cavity 40 is open to the inside surface of the wall panel above the top surface of the floor 26 .
- a removable cap member 75 may be attached or snap-fit onto the channel 35 , as shown in FIG. 4 .
- the cap member 75 is formed from an extruded plastics material such as polyvinylchloride (PVC) and is similar in construction to the joint cover disclosed in U.S. Design Pat. No. 445,921.
- the extruded cap member 75 includes an outer wall 78 having slightly angled edge portions 79 and is integrally connected to parallel spaced ribs 82 each having laterally outwardly projecting inclined flexible fins 84 .
- the fins 84 frictionally engage the inner surfaces of the side walls 38 of the channel member to retain the cap member 75 where the edge portions 79 of the cap member flex and engage the outer edge surfaces of the channel side walls 38 and also the flush inside surface of the wall panel 22 , as shown in FIG. 7 .
- upper portions of the ribs 82 are cut away from the extrusion to form an upwardly projecting flange 87 of uniform thickness and which engages the inner surface of the wall panel 22 .
- the ribs 82 may be cut away to form a downwardly projecting flange 88 which covers the inner edge surface of the base plate 30 .
- the anchor system provides for connecting or securing the concrete wall panel 22 to the concrete foundation 24 from inside the wall panel while the installer may be working on the concrete floor 26 .
- the use of the bolt 62 with the concrete cutting threads 66 also eliminates the use of securing an anchor rod or bolt to the concrete with epoxy and the time required for the epoxy to cure.
- the small acute angle A between a vertical plane and the axis of the hole 60 and bolt 62 enables the bolt to withstand a substantially high tension force for securing the wall panel 22 to the foundation 24 .
- the inclined position of the cavity defining member or channel 35 further helps to provide quick alignment reference for drilling the hole 60 .
- the removable cap member 75 also prevents concrete from flowing into the cavity 40 during casting of the wall panel and, in addition, provides a decorative cover for the anchor 20 after installation of the self-tapping bolt 62 .
- the position of the wall anchor 20 being flush with the inner surface of the wall panel 22 also eliminates the exposure of the wall anchor and the bolt 62 to exterior weather conditions in order to avoid corrosion of the anchor 20 and bolt 62 .
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- Engineering & Computer Science (AREA)
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- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
A cast concrete wall panel is secured to a concrete foundation by an anchor system which includes a steel base plate embedded adjacent the bottom surface of the wall panel and welded to a tapered channel projecting upwardly adjacent the inner surface of the wall panel to define a cavity. Reinforcing bars have bottom ends welded to the base plate and project upwardly into the concrete wall panel, and a hole is formed in the base plate at the bottom of the cavity. The hole receives a self-tapping concrete anchor bolt which is driven into a hole drilled within the foundation at an acute angle less than twelve degrees and preferably about six degrees from vertical. The channel has a removable cap to prevent concrete from entering the cavity during casting of the wall panel and to provide a decorative inside cover for the cavity after installing the anchor bolt.
Description
- The present invention relates to a connector or anchor for connecting a cast concrete wall panel to a poured concrete foundation, for example, as disclosed in U.S. Pat. No. 5,609,005, the disclosure of which is herein incorporated by reference. In this patent, a connector includes an inverted V-shaped angle member having an inclined surface supporting an inclined tubular member which extends to the outer surface of the wall panel. An anchor rod is inserted through a hole within the angle member and into an inclined hole drilled within the concrete foundation. The anchor rod is secured within the concrete foundation with an epoxy adhesive, and a nut is threaded onto the upper end portion of the anchor rod after the adhesive is cured. Commonly, each concrete wall panel is cast horizontally on a poured concrete floor after the concrete floor cures, and the cured wall panel is tilted upwardly to a vertical position and located where the anchor rods are inserted into the drilled holes within the concrete foundation. After the epoxy cures and the nut is threaded onto the upper end portion of the rod, the tubular member is commonly filled with grout, and earth may be filled in outside the wall panel to cover the grout on each connector
- It has been found desirable to connect the cast concrete wall panels to the supporting foundation with a connector or anchor system which permits anchoring the vertical wall panel to the foundation from the inside surface of the wall panel and working from the concrete floor which has been poured onto the foundation. Locating the anchor system for access from the inside surface of the wall panel also provides for convenient access to the anchor system from the concrete floor and for faster and safer installation as well as for convenient inspection of the anchor system. Inside installation of the anchor system also avoids exposure of the anchor system to corrosion from exterior weather conditions and eliminates exterior patching of the anchor system with mortar to limit weather exposure.
- The present invention is directed to an improved anchor system for securing a cast concrete wall panel to a supporting concrete foundation and which provides all of the desirable features and advantages mentioned above. In general, an anchor system constructed in accordance with the present invention includes a steel base plate which is positioned adjacent the bottom surface of the wall panel before the wall panel is cast, and a plurality of concrete reinforcing rods have lower ends welded to the base plate and project upwardly within the wall panel. A cavity forming member or tapered channel member has a lower end surface welded to the base plate and projects upwardly in flush relation with the inner surface of the wall panel. The channel member projects upwardly substantially above the floor surface and is slightly inclined on an acute angle less than twelve degrees and preferably about six degrees with respect to a vertical plane or the inner surface of the erected wall panel.
- After the wall panel is lifted or tilted and erected to a vertical position and located outboard of the concrete floor, a hole is drilled into the concrete foundation on the acute angle and in alignment with a hole formed within the base plate at the bottom of the cavity defined by the channel member. A special self-tapping concrete anchor bolt is then extended through the hole in the base plate and threaded into the slightly inclined hole within the concrete foundation. The channel member provides for convenient access and alignment for drilling the inclined hole within the concrete foundation and for inserting the self-tapping concrete anchor bolt with a hand supported power operated impacting bolt driver. The base plate of the anchor system may be tilted by the slightly acute angle or the base plate may be horizontal and have an inclined spot face around the hole within the base plate at the acute angle.
- Other features and advantages of the invention will be apparent from the following description, the accompanying drawings and the appended claims.
-
FIG. 1 is a perspective view of a wall panel anchor constructed in accordance with the invention; -
FIG. 2 is a vertical section of the anchor taken generally on the line 2-2 ofFIG. 1 ; -
FIG. 3 is a vertical section of a concrete wall panel, concrete foundation and concrete floor showing the anchor system with the anchor ofFIGS. 1 & 2 installed for connecting the concrete wall panel to the concrete foundation in accordance with the invention; -
FIG. 4 is another vertical section similar toFIG. 3 and illustrating the attachment of a removable cap member onto a tapered channel member of the anchor shown inFIG. 1 ; -
FIG. 5 is a top end view of the cap member; -
FIG. 6 is an elevational rear view of the cap member; and -
FIG. 7 is an enlarged horizontal section of the installed cap member, taken generally on the line 7-7 ofFIG. 4 . -
FIG. 1 illustrates a fabricated steelwall panel anchor 20 which is constructed in accordance with the invention and used for securing a cast concrete wall panel 22 (FIG. 3 ) to a poured concrete footer orfoundation 24 which may support a pouredconcrete floor 26. Thewall anchor 20 includes a flatsteel base plate 30 having a length of about 13 inches, a width of about 6 inches and a thickness of ¾ inch. An elongated cavity defining member or taperedchannel member 35 has an innerinclined wall 37 integrally connecting generally triangularopposite side walls 38. The bottom ends of thewalls base plate 30 so that themember 35 forms a taperingcavity 40. Theinner wall 37 of the cavity defining member orchannel 35 is perpendicular to thebase plate 30 which, as shown inFIGS. 2 and 3 extends at an acute angle A less than twelve degrees and preferably about six degrees. A pair ofright angle brackets 43 havevertical flanges 44 welded to the ends of the slightlyinclined base plate 30 and includebase flanges 46 which also extend at the acute angle A with respect to the bottom surface of thebase plate 30. Thebase flanges 46 havecenter holes 47. - A set or pair of steel concrete reinforcing rods or rebars or
bars 50 project upwardly from thebase plate 30 on opposite sides of thecavity defining member 35 and havelower end portions 52 perpendicular to thebase plate 30 and welded to the base plate. Thereinforcing bars 50 have a slightly curved portion orbend 54 above thelower end portions 52 so that eachbar 50 has anupper portion 56 which extends vertically within thewall panel 22. Thebase plate 30 has acircular hole 58 of about 15/16 inch diameter within the bottom of thecavity 40. - In a conventional manner, the
wall panel 22 is cast in a horizontal position, for example, as disclosed in above-mentioned U.S. Pat. No. 5,609,005. When the forms for the edges of the wall panel are placed on thefloor 26, thewall anchor members 20 are attached to a form, for example, by nails or fasteners extending through theholes 47 within thebrackets 43. Eachanchor 20 is positioned within the forms with the edge surfaces of theside flanges 38 of thechannel 35 generally flush with the top surface of the edge forms so that the edges of theside flanges 38 will be generally flush with the inner surface of the wall panel after it has poured. - After the concrete in the
wall panel 22 cures, the panel is lifted or tilted to a vertical position and positioned at the desired location on thefoundation 24, as shown inFIG. 3 . Aninclined hole 60 is drilled within theconcrete foundation 24 with a concrete drill having an axis inclined on the angle A. Thewall panel 22 is then secured or anchored to thefoundation 24, preferably, by a self-tappingsteel anchor bolt 62 which has ashank portion 64 having a sharp helical thread 66 that penetrates the concrete in thefoundation 24. Theshank portion 64 is integrally connected to an enlargedhexagonal head portion 68 having an outwardly projecting integral flange 71 larger than thehole 58 within thebase plate 30. - One company that makes a
suitable bolt 62 is Simpson Strong-Tie Company, Inc. who produces a ten inch long bolt having a ¾ inch shank diameter and sold under the trademark SIMPSON Strong-Tie. Thebolt 62 is threaded into thehole 60 by a power operated impacting socket wrench supported by an operator standing on thefloor 26. After thebolt 62 is tightened, it is capable of withstanding a substantial tension force, for example, 10,000 pounds. It is also apparent fromFIG. 3 that when thewall panel 22 is positioned on thefoundation 24, thecavity 40 is open to the inside surface of the wall panel above the top surface of thefloor 26. - To prevent concrete from entering the
cavity 40 when thewall panel 22 is being cast horizontally, aremovable cap member 75 may be attached or snap-fit onto thechannel 35, as shown inFIG. 4 . Preferably, thecap member 75 is formed from an extruded plastics material such as polyvinylchloride (PVC) and is similar in construction to the joint cover disclosed in U.S. Design Pat. No. 445,921. Theextruded cap member 75 includes anouter wall 78 having slightlyangled edge portions 79 and is integrally connected to parallel spacedribs 82 each having laterally outwardly projecting inclinedflexible fins 84. When thecap member 75 is pressed onto thechannel member 35, thefins 84 frictionally engage the inner surfaces of theside walls 38 of the channel member to retain thecap member 75 where theedge portions 79 of the cap member flex and engage the outer edge surfaces of thechannel side walls 38 and also the flush inside surface of thewall panel 22, as shown inFIG. 7 . - As shown in
FIG. 6 , upper portions of theribs 82 are cut away from the extrusion to form an upwardly projectingflange 87 of uniform thickness and which engages the inner surface of thewall panel 22. At the bottom of theextruded cap member 75, theribs 82 may be cut away to form a downwardly projectingflange 88 which covers the inner edge surface of thebase plate 30. After thebolt 60 is tightened and thecap member 75 is reattached to thechannel member 35, the outer surface of thecap member wall 78 is substantially flush with the inner surface of theconcrete wall 22 and provides a decorative cover for thechannel member 35. - From the drawings and the above description, it is apparent that a wall anchor system constructed and installed in accordance with the invention provides desirable features and advantages. More specifically, the anchor system provides for connecting or securing the
concrete wall panel 22 to theconcrete foundation 24 from inside the wall panel while the installer may be working on theconcrete floor 26. The use of thebolt 62 with the concrete cutting threads 66 also eliminates the use of securing an anchor rod or bolt to the concrete with epoxy and the time required for the epoxy to cure. In addition, the small acute angle A between a vertical plane and the axis of thehole 60 andbolt 62 enables the bolt to withstand a substantially high tension force for securing thewall panel 22 to thefoundation 24. The inclined position of the cavity defining member orchannel 35 further helps to provide quick alignment reference for drilling thehole 60. Theremovable cap member 75 also prevents concrete from flowing into thecavity 40 during casting of the wall panel and, in addition, provides a decorative cover for theanchor 20 after installation of the self-tappingbolt 62. The position of thewall anchor 20 being flush with the inner surface of thewall panel 22 also eliminates the exposure of the wall anchor and thebolt 62 to exterior weather conditions in order to avoid corrosion of theanchor 20 andbolt 62. - While the method and form of anchor system herein described constitutes a preferred embodiment of the invention, it is to be understood that the invention is not limited to the precise method and form anchor system described, and that changes may be made therein without departing from the scope and spirit of the invention as defined in the appended claims.
Claims (13)
1-21. (canceled)
22. An anchor system securing a vertical concrete wall panel to a supporting concrete foundation, said system comprising
a base plate embedded in said concrete wall panel adjacent a horizontal bottom surface of said wall panel,
an elongated cavity defining member having a lower end portion welded to said base plate and projecting upwardly within said wall panel from said base plate,
said cavity defining member having a generally U-shape horizontal cross-sectional configuration and defining a laterally open and upwardly extending elongated said cavity within a vertical surface of said wall panel,
a hole within said base plate at the bottom of said cavity,
an elongated anchor member having a predetermined length and extending through said hole within said base plate and into an aligned hole within said concrete foundation,
said hole within said foundation and said anchor member having an axis extending at an acute angle from a vertical reference plane, and
said elongated cavity defining member and said laterally open elongated cavity extending upwardly within said wall panel by a distance substantially greater than said length of said anchor member to permit drilling said hole at said acute angle within said concrete foundation.
23. An anchor system as defined in claim 22 wherein said elongated cavity defining member has parallel vertical edge surfaces substantially flush with said surface of said wall pane.
24. An anchor system as defined in claim 22 wherein said cavity defining member comprises a longitudinally tapered member having generally triangular side walls integrally connected by an inclined flat wall extending at said acute angle, and said side walls have vertical parallel edge surfaces substantially flush with said vertical surface of said wall panel.
25. An anchor system as defined in claim 22 wherein said base plate is positioned at an acute angle less than twelve degrees relative to said bottom surface of said wall panel.
26. An anchor system as defined in claim 22 and including a substantially vertical and substantially straight elongated concrete reinforcing bar within said concrete wall panel and having a lower end surface welded to said base plate.
27. An anchor system as defined in claim 22 wherein said anchor member comprises a self-tapping concrete bolt having a shank portion with sharp threads and an integral head portion pressing against said base plate, and said axis of said hole and said bolt extends at an angle less than twelve degrees from said vertical reference plane.
28. An anchor system securing a vertical concrete wall panel to a supporting concrete foundation adjacent a concrete floor, said system comprising
a base plate embedded in said concrete wall panel adjacent a horizontal bottom surface of said wall panel,
an elongated cavity defining member having a lower end portion welded to said base plate and projecting upwardly within said wall panel from said base plate,
said cavity defining member having a generally U-shape horizontal cross-sectional configuration and defining a laterally open and upwardly extending elongated said cavity within a vertical inner surface of said wall panel,
a hole within said base plate at the bottom of said cavity,
an elongated anchor member having a predetermined length and extending through said hole within said base plate and into an aligned hole within said concrete foundation,
said hole within said foundation and said anchor member having an axis extending at an acute angle from a vertical reference plane, and
said elongated cavity defining member and said laterally open elongated cavity extending upwardly within said wall panel above said floor by a distance substantially greater than said length of said anchor member to permit drilling said hole from said floor at said acute angle within said concrete foundation.
29. An anchor system as defined in claim 28 wherein said elongated cavity defining member has parallel vertical edge surfaces substantially flush with said inner surface of said wall panel.
30. An anchor system as defined in claim 28 wherein said cavity defining member comprises a longitudinally tapered member having generally triangular side walls integrally connected by an inclined flat wall extending at said acute angle, and said side walls have vertical parallel edge surfaces substantially flush with said vertical inner surface of said wall panel.
31. An anchor system as defined in claim 28 wherein said base plate is positioned at an acute angle less than twelve degrees relative to said bottom surface of said wall panel.
32. An anchor system as defined in claim 28 and including a substantially vertical and substantially straight elongated concrete reinforcing bar within said concrete wall panel and having a lower end surface welded to said base plate.
33. An anchor system as defined in claim 28 wherein said anchor member comprises a self-tapping concrete bolt having a shank portion with sharp threads and an integral head portion pressing against said base plate, and said axis of said hole and said bolt extends at an angle less than twelve degrees from said vertical reference plane.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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US13/871,446 US20130232897A1 (en) | 2011-08-01 | 2013-04-26 | Anchor system for securing a concrete wall panel to a supporting concrete foundation |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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US13/136,414 US8448397B2 (en) | 2011-08-01 | 2011-08-01 | Anchor system for securing a concrete wall panel to a supporting concrete foundation |
US13/871,446 US20130232897A1 (en) | 2011-08-01 | 2013-04-26 | Anchor system for securing a concrete wall panel to a supporting concrete foundation |
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US13/136,414 Continuation US8448397B2 (en) | 2011-08-01 | 2011-08-01 | Anchor system for securing a concrete wall panel to a supporting concrete foundation |
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US20130232897A1 true US20130232897A1 (en) | 2013-09-12 |
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US13/871,446 Abandoned US20130232897A1 (en) | 2011-08-01 | 2013-04-26 | Anchor system for securing a concrete wall panel to a supporting concrete foundation |
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US13/136,414 Active US8448397B2 (en) | 2011-08-01 | 2011-08-01 | Anchor system for securing a concrete wall panel to a supporting concrete foundation |
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US9556610B2 (en) * | 2012-11-19 | 2017-01-31 | Universita' Degli Studi Di Padova | Wall base structure for light buildings |
US9109372B1 (en) * | 2013-08-19 | 2015-08-18 | William L. Bohrk | Bolt positioning system for an anchor bolt |
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US11598084B2 (en) | 2019-09-20 | 2023-03-07 | Connect-Ez, Llc | Metal shear connector structure for adjacent concrete panels |
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CN114687599B (en) * | 2022-03-19 | 2024-03-15 | 北京工业大学 | Assembled composite wallboard and groove-shaped foundation beam self-tapping screw assembly connection structure |
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Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20040010985A1 (en) * | 2002-07-17 | 2004-01-22 | Dayton Superior Corporation | Cover for a concrete construction |
Family Cites Families (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3902399A (en) * | 1970-02-03 | 1975-09-02 | Vincent Yotti | Concrete screw |
US3937119A (en) * | 1974-12-23 | 1976-02-10 | Illinois Tool Works, Inc. | Masonry anchor device |
US4439077A (en) * | 1982-02-11 | 1984-03-27 | Godsted Kent B | Concrete screw anchor |
US4665672A (en) * | 1985-03-20 | 1987-05-19 | Simpson Strong-Tie Company, Inc. | One piece, non-welded holdown |
US5467570A (en) * | 1994-10-12 | 1995-11-21 | Simpson Strong-Tie Co., Inc. | Tension tie |
US5609005A (en) | 1996-08-01 | 1997-03-11 | Con/Steel Design Systems, Inc. | Foundation connector for tilt-up concrete wall panel and method of use |
US7070376B1 (en) * | 1999-12-14 | 2006-07-04 | Simpson Strong-Tie Company, Inc. | Self-drilling, self-anchoring fastener for concrete |
US7743580B2 (en) * | 2002-03-27 | 2010-06-29 | Deloach Sr W Michael | Tilt-up anchor and anchor pocket form |
US20040040236A1 (en) * | 2002-08-27 | 2004-03-04 | James Adams | Dual function connector |
US20070107338A1 (en) * | 2005-10-27 | 2007-05-17 | Dietrich Industries, Inc. | Hold-down connector |
DE202008017215U1 (en) * | 2008-12-22 | 2009-04-16 | Simpson Strong-Tie Gmbh | Intermediate element for a helical screw connection |
USD623768S1 (en) * | 2009-12-18 | 2010-09-14 | Antonic James P | End cap |
-
2011
- 2011-08-01 US US13/136,414 patent/US8448397B2/en active Active
-
2012
- 2012-07-11 CA CA2782912A patent/CA2782912C/en active Active
-
2013
- 2013-04-26 US US13/871,446 patent/US20130232897A1/en not_active Abandoned
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20040010985A1 (en) * | 2002-07-17 | 2004-01-22 | Dayton Superior Corporation | Cover for a concrete construction |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11466451B2 (en) | 2021-02-11 | 2022-10-11 | Copper Harbor Investments, LLC | Panel attachment structure |
US11753821B2 (en) | 2021-02-11 | 2023-09-12 | Copper Harbor Investments, LLC | Panel attachment structure |
Also Published As
Publication number | Publication date |
---|---|
CA2782912C (en) | 2016-08-30 |
CA2782912A1 (en) | 2013-02-01 |
US8448397B2 (en) | 2013-05-28 |
US20130031857A1 (en) | 2013-02-07 |
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