US3458184A - Positioner-aligner structure for anchor bolts - Google Patents

Positioner-aligner structure for anchor bolts Download PDF

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Publication number
US3458184A
US3458184A US627954A US3458184DA US3458184A US 3458184 A US3458184 A US 3458184A US 627954 A US627954 A US 627954A US 3458184D A US3458184D A US 3458184DA US 3458184 A US3458184 A US 3458184A
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positioner
aligner
anchor bolts
bolts
portions
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Expired - Lifetime
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US627954A
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Francis G Schlosser
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PFAFF AND KENDALL
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PFAFF AND KENDALL
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0007Base structures; Cellars
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10STECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10S269/00Work holders
    • Y10S269/904Work holder for positioning elements of building in installed location

Description

y 9, 1969 F. s. SCHLOSSER 3,458,184
POSITIONER'ALxGNER STRUCTURE FOR ANCHOR BOLTS Filed April 3, 1967 FIG.
FIG. 2
INVENTOR F. G. SCHLOSSER United States Patent 3,458,184 POSITIONER-ALIGNER STRUCTURE FOR ANCHOR BOLTS Francis G. Schlosser, Ridgefield Park, N.J., assignor to Pfaif and Kendall, Newark, N.J., a corporation of New Jersey Filed Apr. 3, 1967, Ser. No. 627,954 Int. Cl. B23q 3/18; A47j 47/16; A45d 19/04 U.S. Cl. 269-287 3 Claims ABSTRACT OF THE DISCLOSURE A positioner-aligner for holding anchor bolts in registered plumb position in an excavation at a grade, while the concrete is being poured and sets in the excavation, accurately positioning the bolts in true plumb relation, said aligner being formed of a flat planar sheet which may be folded to define the positioner-aligner and providing a strong and rigid structure.
This invention is concerned with the problem of securing lighting and trafiic poles and other structural forms to grade surfaces. It is customary to provide an excavation at the site of proposed installation of the pole. Anchor bolts are keyed or secured to the grade on pouring cement into the excavation with the anchor bolts extending partially from the excavation.
Heretofore various makeshift arrangements were used for holding the bolts in place while the concrete is being poured and sets.
Hereto fore, contractors used wood forms with holes therein or wire tied to hold the bolts in place. These methods are not always successful in that bolts are thereby not positioned accurately and sometimes they also cock at an angle so that they are no longer plumb. Such hit or miss methods are inaccurate and result in position misalignment on setting of the concrete. It is imperative, for most purposes, that the anchor bolts be accurately plumb and parallel to assure the true perpendicular alignment of the pole, etc. at the site.
This invenion assures the positioning of the anchor bolts precisely in the desired predetermined spaced relation and at the proper height above the grade and also assures their being so maintained and truly plumb while the concrete is being poured and sets.
Advantages of the device of the invention are:
(1) Material is cardboard and is very economical.
(2) Can be shipped flat.
(3) Folds into twin structural channel shapes which are rigid and strong.
(4) Bolt holes position bolts accurately at proper height above grade.
(5) Each bolt goes through two holes equally spaced and thus cannot cock ofi plumb while concrete is being poured.
Pursuant to the invention, strength and rigidity are obtained from inexpensive, weak, non-rigid materials such as cardboard, by folding into structural shapes that resist bending and are stiff because of the beam action inherent in shapes of this nature.
The positioner-aligner of this invention may be stored flat in quantities, in limited space, and may bereadily fabricated .at the site to interlock and accurately assemble the bolts at precisely the desired position and spacing at the grade during the concrete pouring operation and setting operation and may thereafter be readily disengaged from the bolts and restored to flat, foldable position for storage or reuse.
The drawings, illustrating procedures and devices useful in carrying out the invention, and the description below, are exemplary only of the invention, which shall be deemed to cover all other devices and procedures coming within the scope and purview of the appended claims.
In the drawings, wherein similar reference characters indicate like parts:
FIG. 1 is a perspective view of a positioner-aligner embodying my invention,
FIG. 2 is a side elevational, partly sectional view, showing the structure as used and holding anchor bolts in registered plumb position in an excavation at a grade, while the concrete is setting, and
FIG. 3 is a top plan view of the said positioner-aligner in initial, planar form, prior to being folded to its FIGS. 1 and 2 structural form.
Pursuant to the invention, the positioner-aligner is fabricated of a flat planar sheet 10 which may be made of various lengths and heights for various sized bolt circles and mounting configurations. The sheet 10 may be made of any readily foldable material, scored or ruled to define a center web portion '11 and side portions 12 extending from the center web portion, prefer-ably along parallel score lines 13 so as to be readily foldable downward- 1y to form the sides 12 (FIG. 1). The center web portion has a concrete pouring opening 14 formed therein medially for the pouring of concrete 15 (FIG. 2) therethrough and into the excavation 16 at the grade 17 at the site at which a pole or other structure is to be secured, by anchor bolts 18 to be positioned, by the positioner-aligner of this invention, in parallel plumb spaced and predetermined relation to the grade 17, during the pouring and setting of the concrete 15.
Portions 12, after being so folded downwardly into parallel spaced relation, defining the side walls (FIG. 1) are re-entrably inwardly foldable vas at 19 (FIGS. 3 and 1) to define bottom flanges 20 parallel to the center web portion. Said center web portion and bottom flanges have aligned apertures 21-21, 22-22, 23-23, 2424, to receive and maintain the bolts 18 positioned in plumb aligned spaced relation while the concrete is so poured through aperture 14 and sets. The center web portion has extended end flanges 30, 31 'formed thereon intermediate the side wall portions, preferably foldable along score lines 32, 33, to fold the end flanges 30, 31 down- Wardly (FIG. 1) and define end walls. Complementary interlocking means are preferably provided on the end flanges and side walls. The side portions 12 may be extended beyond the bottom flange portion thereof to define inner side walls 34, 35 on folding said extended portions upwardly and parallel to the side wall portions 12, preferably along the score lines 36, 37. The inner side walls 34, 35 are thus foldably upwardly parallel to the side wall portions 12 and in spaced relation thereto and have registration engagement with end walls 30, 31. Any suitable interengaging means may be provided for interlocking the inner side walls and the end wallsfor example (FIG. 3) by providing slitted portions 38, 39 on the end walls for interlocking reception of the inner side walls 34, 35.
If desired, the end walls may be received in the slotted portions 40, 41 of the inner side walls 34, 35 or said slitted portions 40, 41 may be complementary to the slitted portions 38, 39 of the end wall flanges 30, 31.
As the bolts pass through the aligned apertures 21- 21, 22-22, 23-23, 2424', they are held true and parallel and cannot go off plumb while the concrete is being poured and set. The web portion 11 is essentially keyed to the dual beam body structure, forming, with the parts 34, 2t 12 one longitudinal beam, and the parts 12, 20, 35 a second longitudinal beam in a structure which may be made of light, relatively weak materials, form- While the foregoing disclosure of exemplary embodiments is made in accordance with the Patent Statutes, it is to be understood that the invention is not limited thereto or thereby, the inventive scope being defined in the appended claims.
I claim:
1. A positioner-aligner structure for holding anchor bolts for poles in registered plumb position in an excavation at a grade while concrete is poured into and sets in the excavation, around the bolts, the positioner-aligner comprising:
a pair of parallel upwardly opening, generally U- shaped beam sections, each having a generally flat bottom wall, each of said bottom walls being apertured to receive the anchor bolts,
a web section provided with medial concrete pouring aperture,
means for positioning said web section with portions thereof extending across said upwardly opening beam sections,
said portions of said web section being supported on said beam sections in generally parallel relation to said bottom walls thereof and being provided with anchor bolt receiving apertures overlying and aligned with the bolt receiving apertures in said bottom walls.
2. In a positioner-aligner structure as set forth in claim 1,
said positioner-aligner structure being unitarily formed of a sheet of bendable material, and
said web section positioning means comprising means on said Web section for interengagement with said beam section.
3. In a positioner-aligner structure as set forth in claim 2,
said interengagement means on said web section including spaced, downwardly extending flap portions extending transversely of the side wall portions of said beam sections, said flap portions and said side wall portions being provided with complementary interlocking slitted portions.
References Cited UNITED STATES PATENTS 1,199,077 9/1916 James 52-699 2,892,238 6/1959 Budd 25-131.5 3,150,429 9/1964 Shaffer 25-l18 3,304,079 2/1967 Jones 269287 259,696 6/1882 Louder 22928 2,150,176 3/1939 Levy 52--698 2,640,589 6/1953 Foster et a1 22928 2,479,453 8/1949 Amatel 229206.46 3,024,512 3/1962 Dyer 25118 FRANK L. ABBOTT, Primary Examiner JAMES L. RIDGILL, JR., Assistant Examiner US. Cl. X.R.
US627954A 1967-04-03 1967-04-03 Positioner-aligner structure for anchor bolts Expired - Lifetime US3458184A (en)

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Cited By (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3782057A (en) * 1971-07-12 1974-01-01 R Gross Decking structure with guard rail support
US3854371A (en) * 1973-05-10 1974-12-17 S Lamothe Anchor bolt protective cap
US3862479A (en) * 1972-10-06 1975-01-28 Maurice Laderoute Method for locating and supporting tendons in reinforced concrete structures
US3897050A (en) * 1973-07-20 1975-07-29 Richard E Maloblocki Stub setting fixture
EP0076345A1 (en) * 1981-10-06 1983-04-13 Integral Building Technics Pty. Ltd. Building frame anchorage joint
US5050364A (en) * 1990-03-21 1991-09-24 Anchor Bolt, Inc. Two-part anchor bolt holder
US5083696A (en) * 1989-06-07 1992-01-28 E. I. Du Pont De Nemours And Company Pin-holding device for use in connecting a pin
US5337534A (en) * 1992-10-28 1994-08-16 Gerald Nasca Reversible foundation bolt holder
US5407182A (en) * 1993-10-25 1995-04-18 Hartley; Thomas Spacing jig
US5836132A (en) * 1996-04-10 1998-11-17 E-Z Anchor Bolt Template, Inc. Anchor template
US6158184A (en) * 1997-04-14 2000-12-12 Timmerman, Sr.; Timothy L Multi-pane lateral force resisting system
US6324727B1 (en) 1999-10-01 2001-12-04 The Stanley Works Track spacer for twin sliding door installations
US6401406B1 (en) * 2000-02-11 2002-06-11 Domald K. Komara Retainment device for concrete block inspection plates
US6588169B2 (en) 2000-09-25 2003-07-08 Phillip T. Sarver Universal mounting plate
US20050284083A1 (en) * 2004-06-14 2005-12-29 Gridley Jerry G Shear wall template
US20060037256A1 (en) * 2004-08-17 2006-02-23 Pryor Steven E Shear transfer plate
US7251920B2 (en) * 1997-04-14 2007-08-07 Timmerman Sr Timothy L Lateral force resisting system
US20090071092A1 (en) * 2007-09-14 2009-03-19 Jose Vieira Structural Lintel Assembly And Building Construction Method Using The Same
US20100107546A1 (en) * 2007-06-27 2010-05-06 Diaz Rudy A Biodegradable structures for suspending anchor bolts
US7984541B1 (en) 2005-05-17 2011-07-26 James Davidson Trust Dated January 4, 2005 Anchor bolt supporting template for a concrete mold and mold assembly and method of assembling anchor bolts with a mold
US20110219724A1 (en) * 2010-03-13 2011-09-15 Mark Kevin Davis Framing guide
US8079566B1 (en) 2009-05-29 2011-12-20 Hurst Ralph G Form tool to align parallel concrete forms
US20120291394A1 (en) * 2011-05-18 2012-11-22 Norman Tooman Grout Template and Method of Use for Wind Turbine Foundations
US20130207305A1 (en) * 2012-02-14 2013-08-15 Construction Innovations Llc Pole Base Bolt Template
US9937643B2 (en) 2011-09-16 2018-04-10 Goss Construction, Inc. Concrete forming systems and methods
WO2021086782A1 (en) * 2019-10-29 2021-05-06 Elpers Philip John Vibration damping anchoring system

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US259696A (en) * 1882-06-20 Egg-carrier
US1199077A (en) * 1914-12-07 1916-09-26 James Mfg Co Means for setting up anchors.
US2150176A (en) * 1936-10-15 1939-03-14 Austin T Levy Method of making building foundations
US2479453A (en) * 1943-08-05 1949-08-16 Westinghouse Electric Corp Container for and method of wrapping irregular objects
US2640589A (en) * 1952-03-05 1953-06-02 Container Corp Drive-in theater service tray
US2892238A (en) * 1957-04-15 1959-06-30 Lawrence Paper Co Construction forms
US3024512A (en) * 1961-08-14 1962-03-13 Robert K Dyer Disposable concrete form for posts and columns
US3150429A (en) * 1962-06-07 1964-09-29 Daniel H Shaffer Cement anchor bolt gauge
US3304079A (en) * 1964-11-09 1967-02-14 Forrest H Jones Anchor bolt holder for concrete forms

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US259696A (en) * 1882-06-20 Egg-carrier
US1199077A (en) * 1914-12-07 1916-09-26 James Mfg Co Means for setting up anchors.
US2150176A (en) * 1936-10-15 1939-03-14 Austin T Levy Method of making building foundations
US2479453A (en) * 1943-08-05 1949-08-16 Westinghouse Electric Corp Container for and method of wrapping irregular objects
US2640589A (en) * 1952-03-05 1953-06-02 Container Corp Drive-in theater service tray
US2892238A (en) * 1957-04-15 1959-06-30 Lawrence Paper Co Construction forms
US3024512A (en) * 1961-08-14 1962-03-13 Robert K Dyer Disposable concrete form for posts and columns
US3150429A (en) * 1962-06-07 1964-09-29 Daniel H Shaffer Cement anchor bolt gauge
US3304079A (en) * 1964-11-09 1967-02-14 Forrest H Jones Anchor bolt holder for concrete forms

Cited By (38)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3782057A (en) * 1971-07-12 1974-01-01 R Gross Decking structure with guard rail support
US3862479A (en) * 1972-10-06 1975-01-28 Maurice Laderoute Method for locating and supporting tendons in reinforced concrete structures
US3854371A (en) * 1973-05-10 1974-12-17 S Lamothe Anchor bolt protective cap
US3897050A (en) * 1973-07-20 1975-07-29 Richard E Maloblocki Stub setting fixture
EP0076345A1 (en) * 1981-10-06 1983-04-13 Integral Building Technics Pty. Ltd. Building frame anchorage joint
US5083696A (en) * 1989-06-07 1992-01-28 E. I. Du Pont De Nemours And Company Pin-holding device for use in connecting a pin
US5050364A (en) * 1990-03-21 1991-09-24 Anchor Bolt, Inc. Two-part anchor bolt holder
US5337534A (en) * 1992-10-28 1994-08-16 Gerald Nasca Reversible foundation bolt holder
US5407182A (en) * 1993-10-25 1995-04-18 Hartley; Thomas Spacing jig
US5836132A (en) * 1996-04-10 1998-11-17 E-Z Anchor Bolt Template, Inc. Anchor template
US6158184A (en) * 1997-04-14 2000-12-12 Timmerman, Sr.; Timothy L Multi-pane lateral force resisting system
US7251920B2 (en) * 1997-04-14 2007-08-07 Timmerman Sr Timothy L Lateral force resisting system
US6324727B1 (en) 1999-10-01 2001-12-04 The Stanley Works Track spacer for twin sliding door installations
US6401406B1 (en) * 2000-02-11 2002-06-11 Domald K. Komara Retainment device for concrete block inspection plates
US6588169B2 (en) 2000-09-25 2003-07-08 Phillip T. Sarver Universal mounting plate
US20050284083A1 (en) * 2004-06-14 2005-12-29 Gridley Jerry G Shear wall template
US7445192B2 (en) 2004-06-14 2008-11-04 Simpson Strong-Tie Company, Inc. Shear wall template
US20060037256A1 (en) * 2004-08-17 2006-02-23 Pryor Steven E Shear transfer plate
US7506479B2 (en) 2004-08-17 2009-03-24 Simpson Strong-Tie Company, Inc. Shear transfer plate
US7984541B1 (en) 2005-05-17 2011-07-26 James Davidson Trust Dated January 4, 2005 Anchor bolt supporting template for a concrete mold and mold assembly and method of assembling anchor bolts with a mold
US20100107546A1 (en) * 2007-06-27 2010-05-06 Diaz Rudy A Biodegradable structures for suspending anchor bolts
US8544814B2 (en) * 2007-06-27 2013-10-01 Rudy A. Diaz Biodegradable structures for suspending anchor bolts
US20090071092A1 (en) * 2007-09-14 2009-03-19 Jose Vieira Structural Lintel Assembly And Building Construction Method Using The Same
US7908804B2 (en) * 2007-09-14 2011-03-22 Vieira Jose Structural lintel assembly and building construction method using the same
US8079566B1 (en) 2009-05-29 2011-12-20 Hurst Ralph G Form tool to align parallel concrete forms
US8191335B2 (en) * 2010-03-13 2012-06-05 Mark Kevin Davis Framing guide
US20110219724A1 (en) * 2010-03-13 2011-09-15 Mark Kevin Davis Framing guide
US8555518B2 (en) * 2011-05-18 2013-10-15 Norman Tooman Grout template for wind turbine foundations
US20120291394A1 (en) * 2011-05-18 2012-11-22 Norman Tooman Grout Template and Method of Use for Wind Turbine Foundations
US9937643B2 (en) 2011-09-16 2018-04-10 Goss Construction, Inc. Concrete forming systems and methods
US10112325B2 (en) 2011-09-16 2018-10-30 Goss Construction, Inc. Concrete forming systems and methods
US10449699B2 (en) 2011-09-16 2019-10-22 Goss Construction, Inc. Concrete forming systems and methods
US10836080B2 (en) 2011-09-16 2020-11-17 Goss Construction, Inc. Concrete forming systems and methods
US11559924B2 (en) 2011-09-16 2023-01-24 Goss Construction, Inc. Concrete forming systems and methods
US20130207305A1 (en) * 2012-02-14 2013-08-15 Construction Innovations Llc Pole Base Bolt Template
US9255409B2 (en) * 2012-02-14 2016-02-09 Construction Innovations Llc Pole base bolt template
WO2021086782A1 (en) * 2019-10-29 2021-05-06 Elpers Philip John Vibration damping anchoring system
US11933062B2 (en) 2019-10-29 2024-03-19 Philip John Elpers Vibration damping anchoring system

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