US2886370A - Re-usable hoisting insert for concrete slab - Google Patents
Re-usable hoisting insert for concrete slab Download PDFInfo
- Publication number
- US2886370A US2886370A US722346A US72234658A US2886370A US 2886370 A US2886370 A US 2886370A US 722346 A US722346 A US 722346A US 72234658 A US72234658 A US 72234658A US 2886370 A US2886370 A US 2886370A
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- United States
- Prior art keywords
- insert
- slab
- hoisting
- body portion
- concrete slab
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/142—Means in or on the elements for connecting same to handling apparatus
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/005—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects with anchoring or fastening elements for the shaped articles
Definitions
- the present invention relates to a hoisting insert for a concrete slab, and pertains more particularly to such an insert which is readily removable after .use.
- the present invention contemplates the provision of a strong, simple hoisting insert which can be molded integrally into a concrete slab while the latter is being poured, the insert being removable by a single blow on a projecting portion thereof so that the insert can be recovered for subsequent reuse, leaving a hole in the slab which can be filled with grout and smoothed off so as to leave the slab with no surface projections, exposed metal, or deformations.
- a further object of the invention is to provide an improved and simplified knock-out hoisting insert for molding into a concrete slab.
- a further object of the invention is to provide a knockout insert for molding into a concrete slab, the insert being formed to have strong engagement with the slab and with steel reinforcing elements therein for maximum "strength during a hoisting operation, but which can be easily removed by a blow on the projecting portion of the insert.
- Fig. l is a perspective view of a molded concrete slab having inserts embodying the invention molded therein and rigged to a hoisting means for erecting the slab.
- Fig. 2 is an enlarged, fragmentary, sectional view taken along line 2--2 of Fig. 1, a fragment of a molding surface being shown.
- Fig. 3 is a side elevational view of the insert shown in Figs. 1 and 2.
- Fig. 4 is a perspective view of the insert shown in Figs. 1-3.
- Fig. 5 is a fragmentary, sectional view generally similar to Fig. 2, but on a reduced scale, showing the insert in the process of being knocked free from a slab after the insert has served its purpose.
- the invention is illustrated as being embodied in a metal insert A for molding into a concrete slab B during the casting or pouring of such slab.
- Theinsert A comprises a body portion tapered inwardly toward a projecting upper end portion 11, the latter having a hole 12 therethrough.
- Laterally projecting hooked portions 13 and 14 are provided, one on each side of the insert, for supporting and engaging reinforcing rods 15 which are embedded in the slab B during the pouring of the latter.
- a transversely extending base portion 17 also is provided when required for supporting the insert in upright condition during the pouring of the slab. All
- the illustrative embodiment A of the invention may be either cast or other wise fabricated from suitable material, such as, for example, bronze or steel.
- the body portion 10 is platelike, and its sides 20 and 21 and lateral edges 22 and 23 are tapered inwardly from their lower toward their upper ends to provide suflicient draft to free the body A for downward removal from a slab B into which it has been cast, after the insert has served its purpose.
- the body portion 10 is of sufficient height so that when the insert A is mounted upright upon a flat surface C (Figs. 1 and 2) upon which a concrete slab B is'to be cast, the upper portion 11 of the body portion 10 will project sufiiciently above the slab B when the latter is cast as to expose the hole 12 provided in the exposed upper end portion 11.
- the hole 12 preferably is of a diameter to receive a conventional rigging hook 24.
- the entire projecting upper portion 11 is of a size to pass I freely through a hole 27 (Fig. 5) left by the removal of the insert when it is driven out of the slab as shown in Fig. 5.
- the laterally extending portions 13 and 14 are co-extensive with the lower end of the body portion 10.
- the upper edges 25 of these side extensions 13 and 14 may be substantially horizontal at 25a adjacent to the body portion 10, but slope upwardly at 25b adjacent their outer ends so as to provide hooked support for the rods 15 which are positioned to rest thereon during the pouring of a slab B.
- the transversely extending support or base legs 17 are formed integrally with body portion 10, and medially of the lower end thereof. These support legs 17 project transversely from the body portion 10 a suflicient distance to provide a stable support for the insert A when the latter is mounted upright on a flat supporting surface C upon which a slab B is to be cast. All laterally directed surfaces of these transversely extending support legs 17 converge toward their upper ends, as do all of the other laterally directed, embedded portions of the insert A, to provide sufficient draft to permit its removal from a slab B into which it is cast as shown in Fig. 5.
- the insert A is placed upright, as shown in Fig. 3, on a suitable supporting surface C (Figs. 1 and 2) and the usual reinforcing steel, not shown except for the rods 15, is placed in a usual rectangular, open-top-box type of form, not shown, in which such slabs are conventionally cast.
- the two rods 15 then are placed one on each of the laterally extending, hookedtop base extensions 13 and 14.
- the slab B is then cast in conventional manner to the form shown in Figs. 1, 2 and 5, and is allowed to harden, after which each insert A will be securely embedded therein, as shown in Figs. 1 and 2.
- the inserts may then be engaged by suitable hoisting means, such as the rigging D (Fig. l) and the slab A tilted or hoisted to its upright condition and secured in place in a usual and well known manner.
- suitable hoisting means such as the rigging D (Fig. l) and the slab A tilted or hoisted to its upright condition and secured in place in a usual and well known manner.
- the rigging hooks 24 are removed from the inserts A, which have thus served their purpose and are no longer needed.
- the inserts A may then be removed from the slab B by driving each of them through the slab, as shown in Fig. 5, by a sharp blow from a suitable implement such as a hammer E.
- the hole 27 left by the removal of the insert may then be filled in with rout, not shown, and smoothed off flush with the surfaces of the slab B.
- the inserts A thus removed may be used over and over indefinitely
- the invention provides a simple, inexpensive, rugged slab hoisting insert, which may be easily embedded in a concrete slab structure while the latter is being poured.
- the insert is adapted to have interlocking engagement with steel reinforcing elements embedded in the slab structure to provide great strength and holding power, but may be easily removed in its entirety by a single hammer blow after the insert has performed its hoisting function.
- the hole from which the insert has been removed is easily filled with grout, which thereupon may be struck ofi flush with the slab side surfaces, leaving no metal either exposed on or adjacent to these surfaces of the slab with the possibility of rusting, collecting water, or discoloring.
- a knock-out hoisting insert for embedding in a rodreinforced concrete tilt-up wall slab during the molding of the latter upon a flat, horizontal molding base; said insert comprising a body portion of a height greater than the thickness of such slab so that when molded therein the upper part of said body portion will project above the upper surface of such slab, said body portion having a hole therethrough in its projecting upper portion, the bottom of said body portion being flat and substantially pependicular to its height, and of a width sufiicient to support the body in upright condition on such molding base, a pair of integral, reinforcing rod support portions extending laterally in opposite directions from the lower end of said body portion, the bottom of each rod support portion being flat and co-extensive with the bottom of said body portion, the top of each rod support portion being at a suflicient height, and so formed, as to support thereon a reinforcing rod for embedding the latter within a wall slab when the latter is poured on such molding base to embed said insert therein,
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
May 12, 1959 o. LIEBERTI 2,886,370
RE-USABLE HOISTING, INSERT FOR CONCRETE SLAB Filed March 18 1958 INVENTOR. OSCAR H. L/EBERT ATTORNEYS United States Patent 2,886,370 Patented May-12,'"'195Q RE-USABLE HOISTING INSERT FOR CON CRETE SLAB Oscar H. Liebert, Sunnyvale, Calif. Application March 18, 1958, Serial No. 722,346 2 Claims. (Cl. 29489) The present invention relates to a hoisting insert for a concrete slab, and pertains more particularly to such an insert which is readily removable after .use.
In the past, various types of inserts have been provided for molding into concrete slabs for use in hoisting the slabs into position. Some of such prior inserts have had portions thereof adapted for connecting to a hoisting means, which portions were capable of being removed after the slab had been erected, but in no known instance was the entire insert removable from the slab.
The present invention contemplates the provision of a strong, simple hoisting insert which can be molded integrally into a concrete slab while the latter is being poured, the insert being removable by a single blow on a projecting portion thereof so that the insert can be recovered for subsequent reuse, leaving a hole in the slab which can be filled with grout and smoothed off so as to leave the slab with no surface projections, exposed metal, or deformations.
A further object of the invention is to provide an improved and simplified knock-out hoisting insert for molding into a concrete slab.
A further object of the invention is to provide a knockout insert for molding into a concrete slab, the insert being formed to have strong engagement with the slab and with steel reinforcing elements therein for maximum "strength during a hoisting operation, but which can be easily removed by a blow on the projecting portion of the insert.
These, and other objects of the invention, will be apparent from the following description and the accompanying drawings, wherein:
Fig. l is a perspective view of a molded concrete slab having inserts embodying the invention molded therein and rigged to a hoisting means for erecting the slab.
Fig. 2 is an enlarged, fragmentary, sectional view taken along line 2--2 of Fig. 1, a fragment of a molding surface being shown.
Fig. 3 is a side elevational view of the insert shown in Figs. 1 and 2.
Fig. 4 is a perspective view of the insert shown in Figs. 1-3.
Fig. 5 is a fragmentary, sectional view generally similar to Fig. 2, but on a reduced scale, showing the insert in the process of being knocked free from a slab after the insert has served its purpose.
Briefly, the invention is illustrated as being embodied in a metal insert A for molding into a concrete slab B during the casting or pouring of such slab. Theinsert A comprises a body portion tapered inwardly toward a projecting upper end portion 11, the latter having a hole 12 therethrough. Laterally projecting hooked portions 13 and 14 are provided, one on each side of the insert, for supporting and engaging reinforcing rods 15 which are embedded in the slab B during the pouring of the latter. A transversely extending base portion 17 also is provided when required for supporting the insert in upright condition during the pouring of the slab. All
2 embedded side and edge surfaces of the insert are formed with suflicient draft to permit the insert A to be driven through and clear of the slab B in the direction of the arrow 18 in Fig. 5 by a blow on the exposed upper end 19 of the insert A as illustrated in Fig. 5. 1
Referring to the drawings in detail, the illustrative embodiment A of the invention may be either cast or other wise fabricated from suitable material, such as, for example, bronze or steel. The body portion 10 is platelike, and its sides 20 and 21 and lateral edges 22 and 23 are tapered inwardly from their lower toward their upper ends to provide suflicient draft to free the body A for downward removal from a slab B into which it has been cast, after the insert has served its purpose.
The body portion 10 is of sufficient height so that when the insert A is mounted upright upon a flat surface C (Figs. 1 and 2) upon which a concrete slab B is'to be cast, the upper portion 11 of the body portion 10 will project sufiiciently above the slab B when the latter is cast as to expose the hole 12 provided in the exposed upper end portion 11. The hole 12 preferably is of a diameter to receive a conventional rigging hook 24. The entire projecting upper portion 11 is of a size to pass I freely through a hole 27 (Fig. 5) left by the removal of the insert when it is driven out of the slab as shown in Fig. 5.
The laterally extending portions 13 and 14 are co-extensive with the lower end of the body portion 10. The upper edges 25 of these side extensions 13 and 14 may be substantially horizontal at 25a adjacent to the body portion 10, but slope upwardly at 25b adjacent their outer ends so as to provide hooked support for the rods 15 which are positioned to rest thereon during the pouring of a slab B.
The transversely extending support or base legs 17 are formed integrally with body portion 10, and medially of the lower end thereof. These support legs 17 project transversely from the body portion 10 a suflicient distance to provide a stable support for the insert A when the latter is mounted upright on a flat supporting surface C upon which a slab B is to be cast. All laterally directed surfaces of these transversely extending support legs 17 converge toward their upper ends, as do all of the other laterally directed, embedded portions of the insert A, to provide sufficient draft to permit its removal from a slab B into which it is cast as shown in Fig. 5.
In using the device, the insert A is placed upright, as shown in Fig. 3, on a suitable supporting surface C (Figs. 1 and 2) and the usual reinforcing steel, not shown except for the rods 15, is placed in a usual rectangular, open-top-box type of form, not shown, in which such slabs are conventionally cast. The two rods 15 then are placed one on each of the laterally extending, hookedtop base extensions 13 and 14.
The slab B is then cast in conventional manner to the form shown in Figs. 1, 2 and 5, and is allowed to harden, after which each insert A will be securely embedded therein, as shown in Figs. 1 and 2. The inserts may then be engaged by suitable hoisting means, such as the rigging D (Fig. l) and the slab A tilted or hoisted to its upright condition and secured in place in a usual and well known manner. After the slab has been permanently secured in place, the rigging hooks 24 are removed from the inserts A, which have thus served their purpose and are no longer needed. The inserts A may then be removed from the slab B by driving each of them through the slab, as shown in Fig. 5, by a sharp blow from a suitable implement such as a hammer E. The hole 27 left by the removal of the insert may then be filled in with rout, not shown, and smoothed off flush with the surfaces of the slab B. The inserts A thus removed may be used over and over indefinitely The invention provides a simple, inexpensive, rugged slab hoisting insert, which may be easily embedded in a concrete slab structure while the latter is being poured. .The insert is adapted to have interlocking engagement with steel reinforcing elements embedded in the slab structure to provide great strength and holding power, but may be easily removed in its entirety by a single hammer blow after the insert has performed its hoisting function. The hole from which the insert has been removed is easily filled with grout, which thereupon may be struck ofi flush with the slab side surfaces, leaving no metal either exposed on or adjacent to these surfaces of the slab with the possibility of rusting, collecting water, or discoloring.
While I have illustrated and described a preferred embodiment of the present invention, it will be understood, however, that various changes and modifications may be made in the details thereof without departing from the scope of the invention as set forth in the appended claims.
Having thus described the invention, what I claim as new and desire to protect by Letters Patent is defined in the following claims.
I claim:
1. A knock-out hoisting insert for embedding in a rodreinforced concrete tilt-up wall slab during the molding of the latter upon a flat, horizontal molding base; said insert comprising a body portion of a height greater than the thickness of such slab so that when molded therein the upper part of said body portion will project above the upper surface of such slab, said body portion having a hole therethrough in its projecting upper portion, the bottom of said body portion being flat and substantially pependicular to its height, and of a width sufiicient to support the body in upright condition on such molding base, a pair of integral, reinforcing rod support portions extending laterally in opposite directions from the lower end of said body portion, the bottom of each rod support portion being flat and co-extensive with the bottom of said body portion, the top of each rod support portion being at a suflicient height, and so formed, as to support thereon a reinforcing rod for embedding the latter within a wall slab when the latter is poured on such molding base to embed said insert therein, all laterally directed surfaces of the body portion and of said laterally extending rod support portions converging inwardly toward their tops when the support is standing upright on its bottom, thereby to provide draft to permit downward removal, and to prevent upward withdrawal, of the insert through the slab, whereby, when the insert is mounted upright on such supporting base with a pair of reinforcing rods supported one on each rod support portion, and a wall slab is poured on said supporting base to embed the rods and all but the projecting upper portion of the insert therein, the common bottom of the body portion and of the rod supporting extensions thereon will be flush with and exposed at the bottom of such slab for knockout removal of the insert through such slab by a hammer blow on the top of the projecting upper part of the insert after such slab has been tilted to upright condition by hoisting means inserted in the hole in said body portion.
2. An arrangement according to claim 1 wherein a pair of supports extend laterally from the lower end of the body portion at right angles to said rod supports, the bottoms of said supports being flat and co-extensive with the bottom of the body portion, and all laterally facing surfaces of said supports also converging upwardly.
References Cited in the file of this patent UNITED STATES PATENTS 1,135,065 Shipley Apr. 13, 1915 1,663,974 Cook Mar. 27, 1928 2,772,560 Neptune Dec. 4, 1956
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US722346A US2886370A (en) | 1958-03-18 | 1958-03-18 | Re-usable hoisting insert for concrete slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US722346A US2886370A (en) | 1958-03-18 | 1958-03-18 | Re-usable hoisting insert for concrete slab |
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| Publication Number | Publication Date |
|---|---|
| US2886370A true US2886370A (en) | 1959-05-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US722346A Expired - Lifetime US2886370A (en) | 1958-03-18 | 1958-03-18 | Re-usable hoisting insert for concrete slab |
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Cited By (55)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3124385A (en) * | 1964-03-10 | Cable lift pick-up unit | ||
| US3239913A (en) * | 1962-08-17 | 1966-03-15 | Concrete Masonry Corp | Method of securing a connecting means in a concrete structural member |
| US3290842A (en) * | 1963-12-02 | 1966-12-13 | Aberg Anders Bertil | Distance piece for concretereinforcing rods |
| US3527008A (en) * | 1969-03-28 | 1970-09-08 | William Greenhalgh | Instanterect construction device |
| US4021979A (en) * | 1976-06-21 | 1977-05-10 | Associated Concrete Products, Inc. | Aligning bracket for underground sectional precast concrete structures and method of assembly |
| USD272517S (en) | 1981-06-15 | 1984-02-07 | Fabcon, Inc. | Combination lift insert and weld plate for use in hollow core concrete planks |
| US4437272A (en) | 1982-01-28 | 1984-03-20 | Johnson Delp W | Insert for foldable concrete building construction with pivot connections, integral lifting bar, and building height control bar |
| US4462712A (en) * | 1981-07-16 | 1984-07-31 | Quality Mat Company | Method and apparatus for a construction site flooring system |
| DE3329373A1 (en) * | 1983-08-13 | 1985-02-28 | Ernst Dr.-Ing. 4300 Essen Haeussler | Auxiliary device for manipulating a precast reinforced-concrete member |
| DE3329374A1 (en) * | 1983-08-13 | 1985-02-28 | Ernst Dr.-Ing. 4300 Essen Haeussler | Auxiliary device for manipulating a precast reinforced-concrete member |
| US4702045A (en) * | 1985-07-27 | 1987-10-27 | Siegfried Fricker | Anchor for concreting into heavy loads |
| US5469675A (en) * | 1988-07-11 | 1995-11-28 | Arteon; Marcel | Anchoring piece, in particular for concrete |
| US5588272A (en) * | 1994-11-28 | 1996-12-31 | Haponski; Edward L. | Reinforced monolithic concrete wall structure for spanning spaced-apart footings and the like |
| US5596846A (en) * | 1995-10-13 | 1997-01-28 | The Burke Group | Lifting anchor for embedment in concrete members |
| US5649404A (en) * | 1994-01-14 | 1997-07-22 | Combisafe International Ab | Beam anchoring device |
| USD389251S (en) | 1995-10-13 | 1998-01-13 | The Burke Group Llc | Winged concrete anchor |
| USD392752S (en) | 1995-10-13 | 1998-03-24 | Kelly David L | Planar concrete anchor |
| US5735563A (en) * | 1992-05-18 | 1998-04-07 | River Don Castings Limited | Lifting devices |
| US5809703A (en) * | 1997-01-15 | 1998-09-22 | Mmi Products, Inc. | Slotted insert with increased pull-out capacity |
| US5822944A (en) * | 1996-09-04 | 1998-10-20 | Penland, Sr.; Joe E. | Double locking flooring system for a construction site |
| US5829921A (en) * | 1994-09-12 | 1998-11-03 | Wolfgang Richter | Trench falsework panel |
| US5857296A (en) * | 1996-05-16 | 1999-01-12 | Dayton Superior Corporation | Concrete sandwich panel erection anchor |
| USD436674S1 (en) | 2000-02-04 | 2001-01-23 | Dayton Superior Corporation | Concrete anchor |
| USD437062S1 (en) | 2000-02-04 | 2001-01-30 | Dayton Superior Corporation | Concrete anchor including a hexagonal base |
| USD437063S1 (en) | 2000-02-04 | 2001-01-30 | Dayton Superior Corporation | Concrete anchor including a pentagonal base |
| USD438649S1 (en) | 2000-02-04 | 2001-03-06 | Dayton Superior Corporation | Concrete anchor including an octagonal base |
| USD438991S1 (en) | 2000-02-04 | 2001-03-13 | Dayton Superior Corporation | Concrete anchor including an elliptical base |
| US6233883B1 (en) * | 1989-07-17 | 2001-05-22 | ARTéON MARCEL | Anchor, in particular for a concrete panel |
| US6260900B1 (en) * | 1999-03-29 | 2001-07-17 | Universal Form Clamp | Universal anchor for hoisting assembly |
| US6324793B1 (en) * | 2000-04-04 | 2001-12-04 | Michael Dean Klanke | Burial crypt |
| WO2003012214A1 (en) * | 2001-07-26 | 2003-02-13 | Dayton Superior Corporation | Concrete anchor |
| US6581996B1 (en) * | 1999-04-27 | 2003-06-24 | Lawrence Fromelius | Lifting system for use in hoisting, particularly heavy cast panels |
| US20030213206A1 (en) * | 2002-05-01 | 2003-11-20 | Universal Form Clamp Co., Inc. | Anchor for embedment in concrete members |
| US20040159070A1 (en) * | 2003-02-19 | 2004-08-19 | Universal Form Clamp Co., Inc. | Passthrough concrete anchor |
| US20050044811A1 (en) * | 2003-08-27 | 2005-03-03 | Universal Form Clamp Co., Inc. | Ring lift anchor |
| US20050055958A1 (en) * | 2003-08-27 | 2005-03-17 | Universal Form Clamp Co., Inc. | W foot anchor |
| US20050183349A1 (en) * | 2004-02-11 | 2005-08-25 | Universal Form Clamp Co., Inc. | Concrete anchor |
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| USD520649S1 (en) | 2003-02-19 | 2006-05-09 | Universal Form Clamp Co., Inc. | Pass through concrete anchor |
| US20060137286A1 (en) * | 2004-12-21 | 2006-06-29 | David Zartman | Anchor for structural joints |
| US20060248811A1 (en) * | 2005-05-04 | 2006-11-09 | Universal Form Clamp Co., Inc. | Anchor positioning assembly |
| US20070056228A1 (en) * | 2002-07-10 | 2007-03-15 | Penland Joe E Sr | Interlocking laminated support mat |
| USD540657S1 (en) | 2003-08-27 | 2007-04-17 | Universal Form Clamp Of Chicago, Inc. | W foot anchor |
| USD547524S1 (en) | 2003-08-27 | 2007-07-24 | Universal Form Clamp Of Chicago, Inc. | Ring lift anchor |
| US20100011678A1 (en) * | 2008-07-15 | 2010-01-21 | Mimi Management Services Lp | Double anchor and lifting shackle for concrete slabs |
| US20100031458A1 (en) * | 2008-08-05 | 2010-02-11 | Joseph Zylman | Bridge deck |
| US20120167519A1 (en) * | 2009-07-31 | 2012-07-05 | Fachhochschule Gieben-Friedberg | Reinforced Concrete Component Reinforced with Z-Shaped Sheet Metal Pieces |
| US20120227335A1 (en) * | 2011-03-08 | 2012-09-13 | Sidney E. Francies, III | Lifting Anchor for a Concrete Slab |
| USD777877S1 (en) * | 2015-04-21 | 2017-01-31 | Custom Metalcraft, Inc. | IBC tank |
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| US10968645B2 (en) | 2018-03-20 | 2021-04-06 | Meadow Burke, Llc | Anchor and clutch assembly |
| US11091922B2 (en) | 2018-06-19 | 2021-08-17 | Meadow Burke, Llc | Composite tilt-up panel |
| US11453575B2 (en) * | 2014-07-14 | 2022-09-27 | Illinois Tool Works Inc. | Lifting of building units |
| USD1009583S1 (en) | 2022-06-06 | 2024-01-02 | ALP Supply, Inc. | Fish tail lift anchor for precast concrete |
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| US1663974A (en) * | 1927-08-29 | 1928-03-27 | Cook William | Rail-fastening construction |
| US2772560A (en) * | 1952-06-28 | 1956-12-04 | Herman P Neptune | Pick-up device for pre-cast concrete slabs |
-
1958
- 1958-03-18 US US722346A patent/US2886370A/en not_active Expired - Lifetime
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1135065A (en) * | 1914-11-20 | 1915-04-13 | Herman W Shipley | Rail tie and fastener. |
| US1663974A (en) * | 1927-08-29 | 1928-03-27 | Cook William | Rail-fastening construction |
| US2772560A (en) * | 1952-06-28 | 1956-12-04 | Herman P Neptune | Pick-up device for pre-cast concrete slabs |
Cited By (68)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3124385A (en) * | 1964-03-10 | Cable lift pick-up unit | ||
| US3239913A (en) * | 1962-08-17 | 1966-03-15 | Concrete Masonry Corp | Method of securing a connecting means in a concrete structural member |
| US3290842A (en) * | 1963-12-02 | 1966-12-13 | Aberg Anders Bertil | Distance piece for concretereinforcing rods |
| US3527008A (en) * | 1969-03-28 | 1970-09-08 | William Greenhalgh | Instanterect construction device |
| US4021979A (en) * | 1976-06-21 | 1977-05-10 | Associated Concrete Products, Inc. | Aligning bracket for underground sectional precast concrete structures and method of assembly |
| USD272517S (en) | 1981-06-15 | 1984-02-07 | Fabcon, Inc. | Combination lift insert and weld plate for use in hollow core concrete planks |
| US4462712A (en) * | 1981-07-16 | 1984-07-31 | Quality Mat Company | Method and apparatus for a construction site flooring system |
| US4437272A (en) | 1982-01-28 | 1984-03-20 | Johnson Delp W | Insert for foldable concrete building construction with pivot connections, integral lifting bar, and building height control bar |
| DE3329373A1 (en) * | 1983-08-13 | 1985-02-28 | Ernst Dr.-Ing. 4300 Essen Haeussler | Auxiliary device for manipulating a precast reinforced-concrete member |
| DE3329374A1 (en) * | 1983-08-13 | 1985-02-28 | Ernst Dr.-Ing. 4300 Essen Haeussler | Auxiliary device for manipulating a precast reinforced-concrete member |
| US4702045A (en) * | 1985-07-27 | 1987-10-27 | Siegfried Fricker | Anchor for concreting into heavy loads |
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