US2880608A - Concrete inserts - Google Patents

Concrete inserts Download PDF

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Publication number
US2880608A
US2880608A US714816A US71481658A US2880608A US 2880608 A US2880608 A US 2880608A US 714816 A US714816 A US 714816A US 71481658 A US71481658 A US 71481658A US 2880608 A US2880608 A US 2880608A
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Prior art keywords
helix
concrete
rods
insert
threaded
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US714816A
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Martin W Boll
Ernest E Trolio
Robert M Mcrobbie
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Richmond Screw Anchor Co Inc
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Richmond Screw Anchor Co Inc
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Priority to US714816A priority Critical patent/US2880608A/en
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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
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4114Elements with sockets
    • E04B1/4121Elements with sockets with internal threads or non-adjustable captive nuts

Definitions

  • the present invention relates to concrete inserts, and more particularly to the type in which a spiral helix secured between a plurality of rods is embedded in the concrete mass with an end of the helix positioned at or near the surface of the concrete in position to receive a threaded element, such as a lag screw or other threaded member.
  • the invention comprises a pair of spaced round metallic rods having a pair of helices secured between them and maintaining the rods in their spaced relation, one of the helices being located at one end of the rods and having its convolutions in widely-spaced relationship to permit of the entry of concrete between them, the second helix being located between the rods at their opposite end and having its convolutions closely spaced or in contact, whereby the latter helix can serve to threadably receive within it a relatively coarse-threaded element such as a lag screw, and which latter helix has a relatively line thread cut in the inner surfaces of its convolutions to enable it to accept a fine-threaded screw or other threaded member.
  • the invention also contemplates the provision of an annular disk secured at one end of the threaded helix, said disk being provided with apertures through which fastening elements may be inserted to thereby hold the insert in position in the forms preparatory to the pouring of the concrete.
  • Fig. l is a side elevational view of a concrete insert or anchorage, constructed according to the invention.
  • Fig. 2 is a front elevational view of the same, looking from the left of Fig. l;
  • Fig. 3 is a face view of the blank from which the insertattaching disk is formed
  • Fig. 4 is a sectional view, taken substantially on the line 4-4 of Fig. 3, looking in the direction of the arrows but with its lugs bent at right angles to the body of the disk;
  • Fig. 5 is a longitudinal sectional view of the internally threaded coil or helix
  • Fig. 6 is a sectional view, taken substantially on the line 6-6 of Fig. l, looking in the direction of the arrows, and Fig. 7 shows how a plug of resilient material, such as sponge rubber may be inserted into the threaded coil to prevent the entry of concrete therein during the pouring operation.
  • a plug of resilient material such as sponge rubber
  • the improved insert or anchorage includes a pair of similar, spaced-apart round metallic rods indicated at 1 and 2 respectively.
  • the number of these rods may :be increased or decreased if desired.
  • the rods vare main-l tained in their spaced-apart relationship by means of a pair of helices, indicated respectively at 3 and 4, also composed of round metallic rod and secured by welding or other suitable means tothe rods 1 and 2.
  • the rods 1 and 2 are spaced slightly wider apart at one end than they are spaced at the other end, and the helix 3, located between the more widely spaced ends of the rods, if of greater diameter than'the helix 4 to thereby maintain the rods at that end in their widely-spaced relationship.
  • the convolutions of the helix 3 are separated or widely spaced apart so that the concrete poured around the insert may enter between these convolutions thus tending to more firmly maintain the insert in the concrete mass.
  • the helix or coil shown at 4 located between the more closely-spaced ends of the rods 1 and 2, consists of a spirally-formed length of round metallic rod with its convolutions in close contact so that it constitutes a relatively coarse thread for the reception of the threaded portion of a lag screw or similarly coarse-threaded element.
  • the insert When the insert is used as an insert or anchorage for securing various elements, such as lamps, railings or many other articles or structures, after the formation of the coni crete wall or mass, such uses often require the employ-1 ment of bolts or other threaded members having threads of finer formation than the threads found on lag screwsi and which provide a greater latitude of adjustment.k
  • the inner sides or surfaces of the convolutions of the helix or coil4 provide adequate areas to enable a thread to be cut therein, substantially as shown in Figs.
  • a thread 5 is usable for engagement 'by the thread of a finerthreaded element as found on a bolt, machine screw, eyelet, hook or the like having a threaded shank insertable within the helix 4 for threadable engagement by the line threads 5.
  • a lag screw or other coarse-threaded element is threadably accommodated in the helix by the engagement of its relatively coarse threads with the threads formed by the generally round cross-sectional shape of the rod which forms the helix.
  • a bolt or other element having a liner thread, or a thread complementary to the cut thread 5 provided on the interior of the helix 4 that can be readily done, such bolt or similar element being accepted by the thread 5.
  • the insert or anchorage is embedded in place in a concrete mass with the forward end of the coil or helix 4 positioned at the face of the concrete.
  • the disk indicated at 6 is provided.
  • the same is of annular formation, having the central opening 7 which clears the forward end of the helix or coil 4, so as to enable the threads on the interior of the coil 4 to be readily engaged by an inserted threaded element.
  • the disk 6 may be attached to the coil 4 in a number of ways, one of which is shown in the drawing and consists of the use of a pair of integral lugs 8 and 9 which are bent as indicated by the dotted lines 10, so that they extend along the outer side of the coil or helix 4 at substantially diametrically opposite positions. These lugs are Welded to the coil and thus serve to firmly attach the disk in place.
  • a plurality of holes shown at 11 and 12 are provided in the disk 6 Vis a plurality of holes shown at 11 and 12, and these hole'smay if desired, be increased in number.
  • the insert is secured in position in the form by attaching the disk 6 against the inner face of the form, such as by the use of nails extended through the holes 11 and 12 and driven into the wooden form.
  • an adhesive can be used and the holes 11, 12 will be entered by the adhesive to aid in the attachment of the insert to the form.
  • the insert can also be held in position in the form by a screw penetrating the form from the outside and entering into threadable engagement with the helix 4.
  • aeiiller plug such as shown at 14 in Fig. 7 may be used.
  • the same may be composed of sponge rubber or some similar compressible or elastic material enabling the plug to be easily inserted to retain itself in place yet easily subsequently removable.
  • the insert or rubber plug 14 is preferably made of such length that the same extends rearwardly beyond the coil 4 for some distance to permit clearance of the bolt or other threaded element inserted in the coil or helix 4.
  • a concrete insert comprising, a plurality of spacedapart rods, a spiral helix composed of metallic rod mounted between the rods at one end thereof and retaining the rods in their spaced relationship, the helix having its convolutions arranged for threadable engagement with the threads of a relatively coarse-threaded element inserted into the helix, the convolutions on the interior of the helix being provided with a liner thread to thereby accommodate a threaded member of finer thread than the CTI coarse-threaded element, an annular tiat disk having a diameter greater than the distance between the rods and secured at the end of the rods and abutting atly against the ends of the same, said disk having lugs disposed at right angles to the body of the disk and secured to the sides of the helix and having a central opening axially aligned with the helix to permit the entry of either the coarse-threaded element or the iiner threaded member into the helix.
  • a concrete insert as provided for in claim l, wherein the lugs on the annular disk are located at diametrically opposite points on the outside of the helix to which they are attached, the convolutions of the helix being in close contact with each other, and the finer thread being a cut thread provided lin the inner surfaces of the convolutions.
  • a plurality of spaced-apart rods a helix composed of metallic rod mounted between the rods at one end thereof and retaining the rods in their spaced relationship, an annular at disk having a diameter greater than the distance between the rods secured at the ends of the rods and abutting against the same, said disk having lugs extending axially of the helix and secured thereto along opposite sides of the same at diametrically opposite points on the helix and between the rods, said disk having a central opening axially aligned with the helix to permit of the entry of a threaded element within the helix.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

April 7, 1959 M w. BOLL ETAL 2,880,608
CONCRETE INSERTS Filed Feb. l2, 1958 United States Patent CONCRETE INSERTS Martin W. Boll, East Rockaway, Ernest E. Trolio, Bellaire, and Robert M. McRobbie, Brooklyn, N.Y., assignors to Richmond Screw Anchor Company, Inc., New York, N.Y., a corporation of New York Application February 12, 1958, Serial No. 714,816 3 Claims. (Cl. 72-105) The present invention relates to concrete inserts, and more particularly to the type in which a spiral helix secured between a plurality of rods is embedded in the concrete mass with an end of the helix positioned at or near the surface of the concrete in position to receive a threaded element, such as a lag screw or other threaded member.
It is an object of the invention to provide an insert or screw anchorage of this character which shall be of ,such construction that it will be firmly and securely anchored in place in the concrete mass; which shall be 'capable of threadably receiving and accommodating either coarsethreaded or fine-threaded screws or other threaded elements, and which shall be provided with means by which it can be readily secured to the concrete forms at the proper position preparatory to the pouring ofthe concrete.
More particularly, the invention comprises a pair of spaced round metallic rods having a pair of helices secured between them and maintaining the rods in their spaced relation, one of the helices being located at one end of the rods and having its convolutions in widely-spaced relationship to permit of the entry of concrete between them, the second helix being located between the rods at their opposite end and having its convolutions closely spaced or in contact, whereby the latter helix can serve to threadably receive within it a relatively coarse-threaded element such as a lag screw, and which latter helix has a relatively line thread cut in the inner surfaces of its convolutions to enable it to accept a fine-threaded screw or other threaded member.
The invention also contemplates the provision of an annular disk secured at one end of the threaded helix, said disk being provided with apertures through which fastening elements may be inserted to thereby hold the insert in position in the forms preparatory to the pouring of the concrete.
With these and other objects to be hereinafter set forth in view, we have devised the arrangement 'of parts to be described and more particularly pointed out in the claims appended hereto.
In the accompanying drawing, wherein an illustrative embodiment of the invention is disclosed,
Fig. l is a side elevational view of a concrete insert or anchorage, constructed according to the invention;
Fig. 2 is a front elevational view of the same, looking from the left of Fig. l;
Fig. 3 is a face view of the blank from which the insertattaching disk is formed;
Fig. 4 is a sectional view, taken substantially on the line 4-4 of Fig. 3, looking in the direction of the arrows but with its lugs bent at right angles to the body of the disk;
Fig. 5 is a longitudinal sectional view of the internally threaded coil or helix;
Fig. 6 is a sectional view, taken substantially on the line 6-6 of Fig. l, looking in the direction of the arrows, and Fig. 7 shows how a plug of resilient material, such as sponge rubber may be inserted into the threaded coil to prevent the entry of concrete therein during the pouring operation.
In the embodiment of the invention shown in the drawing, the improved insert or anchorage includes a pair of similar, spaced-apart round metallic rods indicated at 1 and 2 respectively. The number of these rods may :be increased or decreased if desired. The rods vare main-l tained in their spaced-apart relationship by means of a pair of helices, indicated respectively at 3 and 4, also composed of round metallic rod and secured by welding or other suitable means tothe rods 1 and 2.
In the form shown, the rods 1 and 2 are spaced slightly wider apart at one end than they are spaced at the other end, and the helix 3, located between the more widely spaced ends of the rods, if of greater diameter than'the helix 4 to thereby maintain the rods at that end in their widely-spaced relationship. It will also be noted that the convolutions of the helix 3 are separated or widely spaced apart so that the concrete poured around the insert may enter between these convolutions thus tending to more firmly maintain the insert in the concrete mass.
The helix or coil shown at 4, located between the more closely-spaced ends of the rods 1 and 2, consists of a spirally-formed length of round metallic rod with its convolutions in close contact so that it constitutes a relatively coarse thread for the reception of the threaded portion of a lag screw or similarly coarse-threaded element.
When the insert is used as an insert or anchorage for securing various elements, such as lamps, railings or many other articles or structures, after the formation of the coni crete wall or mass, such uses often require the employ-1 ment of bolts or other threaded members having threads of finer formation than the threads found on lag screwsi and which provide a greater latitude of adjustment.k To accommodate such finer-threaded elements, the inner sides or surfaces of the convolutions of the helix or coil4 provide suficient areas to enable a thread to be cut therein, substantially as shown in Figs. 1 and 5, and such a thread 5 is usable for engagement 'by the thread of a finerthreaded element as found on a bolt, machine screw, eyelet, hook or the like having a threaded shank insertable within the helix 4 for threadable engagement by the line threads 5.
The formation of the relatively line threads 5 on the inner surfaces of the convolutions of the helix or coil 4, does not materially alter the shape of the convolutions and as a result, a lag screw or other coarse-threaded element is threadably accommodated in the helix by the engagement of its relatively coarse threads with the threads formed by the generally round cross-sectional shape of the rod which forms the helix. When, as a substitute for the lag screw, it is desired to utilize a bolt or other element having a liner thread, or a thread complementary to the cut thread 5 provided on the interior of the helix 4, that can be readily done, such bolt or similar element being accepted by the thread 5.
The insert or anchorage is embedded in place in a concrete mass with the forward end of the coil or helix 4 positioned at the face of the concrete. To hold the insert in proper position within the form while the concrete is being poured around it, the disk indicated at 6 is provided. The same is of annular formation, having the central opening 7 which clears the forward end of the helix or coil 4, so as to enable the threads on the interior of the coil 4 to be readily engaged by an inserted threaded element.
The disk 6 may be attached to the coil 4 in a number of ways, one of which is shown in the drawing and consists of the use of a pair of integral lugs 8 and 9 which are bent as indicated by the dotted lines 10, so that they extend along the outer side of the coil or helix 4 at substantially diametrically opposite positions. These lugs are Welded to the coil and thus serve to firmly attach the disk in place.
Provided in the disk 6 Vis a plurality of holes shown at 11 and 12, and these hole'smay if desired, be increased in number. In placing the insert in place preparatory to the pouring of the concrete around it, the insert is secured in position in the form by attaching the disk 6 against the inner face of the form, such as by the use of nails extended through the holes 11 and 12 and driven into the wooden form. lf the insert is yto be attached to a metal form, an adhesive can be used and the holes 11, 12 will be entered by the adhesive to aid in the attachment of the insert to the form. The insert can also be held in position in the form by a screw penetrating the form from the outside and entering into threadable engagement with the helix 4. To prevent the entry of concrete within the helix 4, aeiiller plug such as shown at 14 in Fig. 7 may be used. The same may be composed of sponge rubber or some similar compressible or elastic material enabling the plug to be easily inserted to retain itself in place yet easily subsequently removable. The insert or rubber plug 14 is preferably made of such length that the same extends rearwardly beyond the coil 4 for some distance to permit clearance of the bolt or other threaded element inserted in the coil or helix 4.
Having described a single embodiment of the invention, it is obvious that the same is not to be restricted thereto, but is broad enough to cover all structures coming within the scope of the annexed claims.
What we claim is:
1. A concrete insert comprising, a plurality of spacedapart rods, a spiral helix composed of metallic rod mounted between the rods at one end thereof and retaining the rods in their spaced relationship, the helix having its convolutions arranged for threadable engagement with the threads of a relatively coarse-threaded element inserted into the helix, the convolutions on the interior of the helix being provided with a liner thread to thereby accommodate a threaded member of finer thread than the CTI coarse-threaded element, an annular tiat disk having a diameter greater than the distance between the rods and secured at the end of the rods and abutting atly against the ends of the same, said disk having lugs disposed at right angles to the body of the disk and secured to the sides of the helix and having a central opening axially aligned with the helix to permit the entry of either the coarse-threaded element or the iiner threaded member into the helix.
2. A concrete insert, as provided for in claim l, wherein the lugs on the annular disk are located at diametrically opposite points on the outside of the helix to which they are attached, the convolutions of the helix being in close contact with each other, and the finer thread being a cut thread provided lin the inner surfaces of the convolutions.
3. In a concrete insert, a plurality of spaced-apart rods, a helix composed of metallic rod mounted between the rods at one end thereof and retaining the rods in their spaced relationship, an annular at disk having a diameter greater than the distance between the rods secured at the ends of the rods and abutting against the same, said disk having lugs extending axially of the helix and secured thereto along opposite sides of the same at diametrically opposite points on the helix and between the rods, said disk having a central opening axially aligned with the helix to permit of the entry of a threaded element within the helix.
References Cited in the tile of this patent UNITED STATES PATENTS 841,338 Palmer Ian. 15, 1907 1,143,429 Mumford June 15, 1915 1,286,658 Lamet Dec. 3, 1918 1,966,520 Rayner July 17, 1934 2,788,652 Pilling Apr. 16, 1957 OTHER REFERENCES Journal of the American Concrete Institute, a publication October 1955, page 140 (Copy in Class. Div. V).
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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3182374A (en) * 1961-02-08 1965-05-11 Carl E Cook Method of and apparatus for molding concrete buildings monolithically
US3216171A (en) * 1962-05-14 1965-11-09 Superior Concrete Accessories Concrete anchoring insert and method of preventing concrete seepage therein
US3590538A (en) * 1969-05-19 1971-07-06 Burke Concrete Accessories Plug construction for use with anchor inserts set in concrete
US4074499A (en) * 1976-01-12 1978-02-21 The Dayton Sure-Grip & Shore Company Filler plug for coil insert in concrete slab or panel
US4084780A (en) * 1977-01-21 1978-04-18 The Dayton Sure-Grip & Shore Company Cavity forming plug for coil insert in concrete product
US4899499A (en) * 1987-04-30 1990-02-13 Hoekstra Charles F Cable anchoring apparatus
US20050217197A1 (en) * 2003-11-13 2005-10-06 Peacock Bobbie D Frangible concrete insert clip

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US841338A (en) * 1905-10-10 1907-01-15 Frederick C Palmer Bolt-anchor.
US1143429A (en) * 1915-04-06 1915-06-15 Gurdon S Mumford Concrete-construction apparatus.
US1286658A (en) * 1917-07-20 1918-12-03 Stewart A Ostrander Bolt-securing means for concrete construction.
US1966520A (en) * 1930-09-10 1934-07-17 Rayner John Art of threaded fastening
US2788652A (en) * 1952-02-07 1957-04-16 Richmond Screw Anchor Co Inc Concrete anchorages

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US841338A (en) * 1905-10-10 1907-01-15 Frederick C Palmer Bolt-anchor.
US1143429A (en) * 1915-04-06 1915-06-15 Gurdon S Mumford Concrete-construction apparatus.
US1286658A (en) * 1917-07-20 1918-12-03 Stewart A Ostrander Bolt-securing means for concrete construction.
US1966520A (en) * 1930-09-10 1934-07-17 Rayner John Art of threaded fastening
US2788652A (en) * 1952-02-07 1957-04-16 Richmond Screw Anchor Co Inc Concrete anchorages

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3182374A (en) * 1961-02-08 1965-05-11 Carl E Cook Method of and apparatus for molding concrete buildings monolithically
US3216171A (en) * 1962-05-14 1965-11-09 Superior Concrete Accessories Concrete anchoring insert and method of preventing concrete seepage therein
US3590538A (en) * 1969-05-19 1971-07-06 Burke Concrete Accessories Plug construction for use with anchor inserts set in concrete
US4074499A (en) * 1976-01-12 1978-02-21 The Dayton Sure-Grip & Shore Company Filler plug for coil insert in concrete slab or panel
US4084780A (en) * 1977-01-21 1978-04-18 The Dayton Sure-Grip & Shore Company Cavity forming plug for coil insert in concrete product
US4899499A (en) * 1987-04-30 1990-02-13 Hoekstra Charles F Cable anchoring apparatus
US20050217197A1 (en) * 2003-11-13 2005-10-06 Peacock Bobbie D Frangible concrete insert clip

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