GB1591478A - Filler plug for coil insert in concrete slab or panel - Google Patents

Filler plug for coil insert in concrete slab or panel Download PDF

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Publication number
GB1591478A
GB1591478A GB247578A GB247578A GB1591478A GB 1591478 A GB1591478 A GB 1591478A GB 247578 A GB247578 A GB 247578A GB 247578 A GB247578 A GB 247578A GB 1591478 A GB1591478 A GB 1591478A
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United Kingdom
Prior art keywords
coil
plug
threaded
slab
bolt
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Expired
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GB247578A
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Dayton Sure Grip and Shore Co
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Dayton Sure Grip and Shore Co
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Publication date
Priority claimed from US05/761,263 external-priority patent/US4074499A/en
Application filed by Dayton Sure Grip and Shore Co filed Critical Dayton Sure Grip and Shore Co
Publication of GB1591478A publication Critical patent/GB1591478A/en
Expired legal-status Critical Current

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/005Arrangements 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
    • 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/142Means in or on the elements for connecting same to handling apparatus

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

(54) FILLER PLUG FOR COIL INSERT IN CONCRETE SLAB OR PANEL (71) We, THE DAYTON SURE-GRIP & BR< SHORE Co., a corporation of the State of Ohio, United States of America, of 721, Richard Street, Miamisburg, Ohio 45342, United States of America, do hereby declare the invention for which we pray that a patent may be granted to us and the method by which it is to be performed to be particularly described in and by the following statement: This invention relates to the handling of cast concrete slabs, and more particularly, to novel development in connection with the use of a coil insert or nut member for embedding in a cast concrete slab or panel to recieve a bolt used to attach detachable hoisting means for lifting the slab.
In recent years, a form of building construction referred to as the tilt-up slab method has come into rather wide usage.
In tilt-up slab building, large concrete' slabs are formed either on the floor of the building or on a level ground surface. The concrete slabs are then lifted to a vertical position and interconnected to form the walls of the building.
The attachments to the slabs which are used for lifting them must be removable after the slabs have been lifted into place to facilitate the provision of a smooth surface on the walls of the building. Generally, the lifting attachments, such as a lifting ring and bolt, are installed and removed at the building site, and therefore they are designed to be easily and rapidly installed and removed in order to save maximum time.
The insert into which the bolt is threaded is normally permanently embedded in the slab or panel. When the lifting attachments are removed from the slab, a hole where the insert is located remains in the slab and must be filled to provide a smooth outer surface. The insert should therefore be small enough to be easily and readily concealed after the slab has been installed, and yet should be able. to sustain the forces of lifting heavy slabs or panels. Also, it should not interfere with rapid attaching and detaching of the lifting means.
The art has for many years used bolts of conventional types having relatively course threads, including nut headed bolts for use with a lifting device in which a hoist can be attached, and also eye bolts which do not require separate lifting rings.
A more recent development in the art is a split bolt such as shown in Strong patent 3,456,547 or Grayson patent 3,922,946 which can be rapidly inserted without threaded into an insert in a slab and then tightened in place by only a partial revolution.
Such a split bolt comprises a pair of separate longitudinal segments such as would be formed if a conventional bolt is split along its axis and then has a portion removed along the axis from each segment so that when the two segments are placed together, they can be inserted axially into an insert sized for threaded reception of the entire bolt. An axially movable key member or wedge is used to replace the removed portions and thereby to spread the two segments into threaded engagement with the insert, and a partial turn of the bolt will then tighten it securely in place.
The bolt is removed by withdrawing the key, thereby enabling the two segments to be brought together out of threaded engagement with the insert for axial withdrawal without rotation.
The inserts commonly used with both solid bolts and split bolts comprise a coil of a plurality of turns of heavy wire or rod stock welded to supporting leg members or the like for locating the coil in proper position in a poured concrete slab or panel, commonly by setting the foot portions of the leg members on the form on which the slab is poured. Experience has established that there is a practical minimum number of turns in a coil and threads on a coil bolt which must be in engagement to assure adequate lifting strength without causing the coil turns to separate and to release the bolt.
A number of alternative means have been used in the art for this space-establishing purpose, including plugs of various kinds which serve to prevent access of fluid concrete both to the interior of the coil and into a space immediately adjacent the inner end of the coil, and which can be burnt out or otherwise removed after the concrete is set. Among patents showing a plug of special charcteristics for this purpose are Boll et al 2, & 0,608, Jenkins 3,216,171, Holt 3,590,538 and Tye 3,742,661. The plugs of all of such patents, however, offer certain disadvantages from the stand-point of both cost and simplicity of use, as now brifly summarized.
Boll et al discloses the use of a filler plug described as composed of sponge rubber or some easily compressed rubber or elastic material allowing the plug to be easily inserted and to retain itself in place yet to be easily subsequently removable.
Boll, however, does not teach haw to insert or remove the plug, and apparently it would have to be crammed into place and subsequently dug out piecemeal. Each of the other three patents shows a twopart plug which must be separately threaded or otherwise fitted in place at opposite ends of the coil prior to installation, with the outer plug being removed after the concrete has set but with the inner plug remaining in place for partial destruction by the coil bolt as it is threaded in the insert.
In U.S. Patent No. 3,889,916, issued June 17, 1975 to Ilukowicz, a solid plastic protective plug for an insert is disclosed.
This insert is configured only for use with edge inserts which are positioned adjacent a mold wall and, additionally, must be threaded completely into and out of the coil. Insertion and removal of the insert is therefore time consuming.
It is the major purpose of the present invention to provide a novel construction of plug for use with coil inserts which offers significant advantages over all prior art devices for the same purpose in the way of production cost as well as ease of both assembly in the coil and removal from the coil in the slab after the concrete has set.
From one aspect the invention provides a coil insert for temporary use in combination with a coil bolt of predetermined diameter on the bottom of a mold in the fabrication of a poured concrete slab of predetermined thickness, comprising a substantially cylindrical wire coil composed of a predetermined number of turns cooperating to define an interior threaded surface sized for threaded reception of said bolt, means secured to said coil in perpendicular spaced relation with the upper surface of the slab, said upper surface being parallel to said bottom surface of the mold, and a plug filling said coil, said plug consisting of a hollow elastomeric body having the outer surface thereof proportioned and threaded for firm matching engagement within said interior threaded surface of said coil upon predetermined radial compression and axial expansion from the substantially unstressed condition of said elastomeric body, said plug having an unstressed diameter greater than said predetermined diameter of said coil bolt, said plug being open at the lower end thereof and closed at the upper end thereof, and a stem of diameter less than said elastomeric body and proportioned to extend outwardly from said closed plug end beyond said slab surface, said stem serving as a means for applying a pulling force to said plug, after the slab has set, causing sufficient elongation and radial contraction thereof for withdrawal from said coil and the slab to expose said threaded coil interior for reception of said bolt.
From another aspect the invention provides a plug for temporary use with a concrete product insert including a coil defining an interior threaded surface of predetermined dimensions for receiving a bolt of predetermined dimensions, comprising a hollow elastomeric body having the outer surface thereof proportioned and threaded for firm matching engagement within said threaded coil interior surface upon predetermined radial compression and axial expansion from the substantially unstressed condition of said elastomeric body, the unstressed diameter of said elastomeric body being greater than the diameter of said bolt, said plug being open at one end thereof and closed at the other end thereof, and a stem of smaller diameter than said elastomeric body projecting outwardly from said closed end of said elastomeric body, said stem serving as a means for applying a pulling force to said plug causing sufficient elongation and radial contraction thereof for withdrawal from said coil to expose said threaded coil interior surface for reception of a bolt.
When the coil inserts are used in vertical position during casting of the slab' each plug will similarly stand vertically and will limit entry of fluid concrete into its lower end. Since the thickness of the slab is commonly in the range of only 4 to 8 inches, the hydraulic pressure head of the fluid concrete is correspondingly low, and experience has shown that it is balanced substantially by compression of the air within each plug after the concrete has not risen more than a smalI fractiorr of an inch inside the plug. Release of the plug from this concrete is facilitated if the inner end of the plug is beveled to diverge outwardly, and it may also be provided with a release coating further facilitating its ready separation from the concrete as it is pulled out of the coil.If the coil insert is used horizontally in the end of a slab, the plug of the invention can still be used but should have its open end closed by a cork or the like which will remain in the slab after the plug is removed.
The invention will now be further des cribed, by way of example, with reference to the accompanying drawings, in which: Fig. 1 is a somewhat diagrammatic view partly in section and showing a fragment of a slab with a coil insert and lifting means in position for use; Fig. 2 is a view partly in section and partly in ::elevation of a removable plug in accordance with the invention Fig. 3 is a fragmentary section on the line 3-3 of Fig. 2; Fig. 4 is å view similar to Fig. 1 showing the coil insert with the plug in place prior' to its removal from the slab; -Fig. 5 is a somewhat diagrammatic sectional view illustrating the insertion of the plug of Fig. 2 into the coil insert prior to casting of the slab; Fig. 6 is a view similar to Fig. 1 illustrating the removal of the plug from the coil insert-within the slab Fig. 7 is an elevational, with portions broken away and in section, of an alternative embodiment of the present invention; and Fig. 8 is a view, similar to Fig. 4, showing a coil insert with the alternative plug in place prior to its removal from the slab.
In Fig. 1, the slab 10 contains a coil insert comprising a coil 11 and supporting legs :12, each of which has afoot 13 resting on the surface of the mold bottom 14. The coil 11 is formed of closely spaced turns of heavy wire or rod defining an internal screw thread surface which will accept the threads of the coil bolt 15, shown as a split bolt of the construction disclosed in Grayson patent 3,922,946 issued December 2, 1975 and including a central key or wedge member 16.
The vertical portion of legs 12 are welded to the turns of coil 11 to secure the adjacent turns together and thereby to' 'enable the coil to- retain the bolt 15 against being stripped out by the lifting forces which act thereon through the lift pickup means 17, shown as a piece of angle iron to which a hoisting cable can be:åttached at 18, but which may be of any conventional type such as a lifting ring. Experience has established that if the" coil comprises at least six turns, it will be strong enough for normal uses, with coils of larger diameter being used for slabs of greater thickness.It is important, however,- that the coil engage an intermediate portion of the bolt where the threads are least subject to wear and are of essentially uniform full size, as compared with the end of the bolt which is subject to greater wear and also likely to be reduced diameter. It is necessary, therefore, that the coil interior be free of concrete and have a sufficient number of turns to engage both the intermediate portion of the bolt and the end portion below it.
In accordance with the invention this purpose is accomplished by means of a plug 20 of elastomeric material which is hollow, open at one end, but closed at its opposite end 21 and provided at its closed end with an outwardly projecting solid stem 22 of substantially smaller diameter.
The exterior surface 25 of the plug 20 is molded with integral threads matching the interior of the coil 11 in pitch and essential dimensions such that in the substantially unstressed condition of the plug, it is slightly larger, e.g. .015-.025 inch, in diameter than the threaded interior surface of the coil so that when it is inserted into the coil, its threaded surface 25 will match and firmly engage the threaded interior surface of the coil. In addition, a locator lug 26 is molded on the surface 25 in predetermined spaced relation with its upper end 21 for a purpose described below. Preferably, the open end of the plug 20 has its inner surface beveled at 28 to diverge outwardly.
Insertion of a plug 20 in a coil 11 could not be effected by threading the coil in place, both because of its larger size in unstressed condition as just describbed, -and- also because the torsional stresses resulting from an attempt to thread it forceably into the smaller interior of the coil would tend to cause further increase in its - diameter. It can be inserted quickly ánd easily, - however, by means of a rod 30 inserted through its open end and used to force its closed end 21 through the coil as illustrated in Fig. 5. Under these conditions, the plug will be forced to elongate and to contract radially sufficiently to avoid interference with the threaded interior of the surface of the cdil, and the plug can be readily pushed through the coil as far as desired.The proper final position is as shown in Fig.
4, with the closed end 21 projecting sufficiently from the upper end of the coil to be substantially flush with the upper surface of the slab 10. Note also that the exposed end portion of the plug is expandable radially with respect to the por tion which is confined in coil 11. The coil 11 must extend substantially as low as the lower end of the plug 20 in order to prevent the plug from being partially collapsed by the semi-fluid concrete mixture.
The locator lug 26 is used to establish the proper relation of plug 20 in coil 11.
The position of lug 26 is spaced such distance away from its upper end of the plug that if this lug is substantially in engagement with the upper end 33 (Fig.
1) of the rod or wire which forms coil 11, the closed end surface of the plug will be properly spaced above the coil to be flush with the upper surface of the slab 10. The stem 22 will then project above the slab to its full length, typically one inch.
The plug 20 has the dual purpose of preventing access to the interior to the coil 11 by concrete which would contaminate the threaded interior surface of the coil, and also of providing the full necessary amount of space within the slab for reception of the coil bolt 25 in a position firmly clamping the pick up means 17 against the top of the slab. In the preferred practice, the lift insert has an overall height such that its uppermost end will be a predetermined distance, commonly 3/8 'inch, below the top of the finished slab.The closed upper end of the plug 20 should accordingly be spaced sufficiently beyond the upper end of the coil 11 to be flush with the upper surface of the slab, as is accomplished by means of lug 26 as already described, and its length is deter niined by the size of the coil and the corresponding length of the coil bolt.
With the coil insert and plug of the relative dimensions noted above, the stem 22 of each plug 20 will extend above the surface of the slab and will be surrounded by the concrete filling the space immediately above the coil 11 and its legs 12, but since stem 22 is flexible, it will not interfere with standard screening operations, but commonly there will be a thin walled dome of concrete immediately above the plug, as shown at 35 in Fig. 4. When the concrete has set, each coil insert is readily located by the projection of its associated stem. The concrete dome 35 surrounding the stem and immediately above the plug is chipped out to expose the upper end of the plug, and the plug is then easily removed by a pulling force applied to its stem 22, as by pliers or the like indicated in dotted lines in Fig. 6.As illustrated therein, this will cause the plug to elongate and simultaneously to contract radially to a sufficient extent to be readily pulled out of the slab, leaving the coil open for reception of a coil bolt.
As already noted, when the plug of the invention is used as illustrated in the drawings, it acts with the support of the surrounding coil like an inverted cup in liquid in that compression of the air trapped in its interior will limit the extent to which the fluid concrete can enter its lower end. Having in mind that, in general, the lower end of a plug 3.75 inches long will be correspondinly less than four inches below the top of the slab, the hydraulic pressure head of the fluid concrete will be correspondingly low, and the level of the concrete will not rise above the full extent of a beveled surface 28 which is 3/8 inch in axial extent. Separation of the plug from this concrete is facilitated by the beveled surface 28, especially if the plug is coated with a release agent such as form oil.Note also that due to the radial expansion of so much of plug 20 as extends above the end 33 of coil 11, the concrete surrounding this expanded portion of the plug will be molded into an internally threaded pattern which is correspondingly slightly larger than the threaded interior surface of coil 11, and which therefore will receive a coil bolt freely and without interfering with proper engagement of the bolt within the coil, as is indicated in dotted lines at 37 in Figs. 1 and 6.
Reference is now made to Figs. 7 and 8 in which an alternative embodiment of the plug of the present invention is shown.
As seen in Fig. 7 only the outer surface areas of the plug body 20 which are adjacent the open and closed ends of the plug are threaded. The intervening surface area 41 is substantially smooth. The plug construction shown in Fig. 7 is identical in all other respects to that shown in Figs. 1-6. Threading only the end portions effect the ability of the plug to engage firmly the interior threaded surface of the coil, as illustrated in Fig. 8.
This form of plug construction has a significant adavantage over the plug of Figs. 1-6, however. When inserting the plug having its outer surface completely threaded into an insert coil, it occasionally happens that the axial elongation of the plug will result in engagement of the coils only at each end of the plug. The intermediate area may be stretched slightly such that the interior threaded surface of the coil 11 will not mesh properly with the exterior surface of the plug. although appearing to be properly seated in the coil, the plug, so engaged, could not be rotated in order to adjust the plug with respect to the end of the coil. By eliminating these intermediate threads on the exterior surface of the plug, the phig may be rotated slightly to bring lug 26 into proper position with respect to end 33 of coil 11.
Ordinarily, the plugs of the invention will be assembled with coil inserts for shipment as assemblies to the site of their use, in which case the plugs will be expendible after one-time use. These plugs can be reused, however, particularly by a user who recovers them after each use and assembles them with new coil inserts.
Ordinarily, however, it would not be practical to recover the plugs for return to the supplier of coil inserts, because the cost of collection and shipment of used plugs would outweigh their recovery value.
Even for one time use, however, the plugs of the invention offer significant practical advantages over the devices for the same purpose presently available in the art, in terms of ease of assembly and removal and of assured clear coil interiors and the necessary additional space in the slab or panel.
WHAT WE CLAIM IS:- 1. A coil insert for temporary use in combination with a coil bolt of predetermined diameter on the bottom of a mold in the fabrication of a poured concrete slab of predetermined thickness, comprising a substantially cylindrical wire coil composed of a predetermined number of turns cooperating to define an interior threaded surface sized for threaded recap tion of said bolt, means secured to said coil for supporting said coil in perpendicular spaced relation with the upper surface of the slab, said upper surface being parallel to said bottom surface of the mold, and a plug filling said coil, said plug consisting of a hollow elastomeric body having the outer surface thereof proportioned and threaded for firm matching engagement within said interior threaded surface of said coil upon predetermined radial compression and axial expansion from the substantially unstressed condition of said elastomeric body, said plug having an unstressed diameter greater than said predetermined diameter of said coil bolt, said plug being open at the lower end thereof and closed at the upper end thereof, and a stem of diameter less than said elastomeric body and proportioned to extend outwardly from said closed plug end beyond said slab surface, said stem serving as a means for applying a pulling force to said plug after the slab has set, causing sufficient elongation and radial contraction thereof for withdrawal from said coil and the slab to expose said threaded coil interior for reception of said bolt.
2. A coil insert as claimed in claim 1, wherein the inner surface of said plug adjacent said open end thereof is tapered outwardly to facilitate release from whatever concrete enters said open end.
3. A coil insert as claimed in claim 1, wherein said means secured to said coil for supporting said coil comprises legs proportioned to support said coil vertically with said stem extending substantially above the upper surface of the slab.
4. A coil insert as claimed in claim 1, 2 or 3 wherein said outer surface of said elastomeric body is threaded only adjacent its ends and in which the intervening outer surface is substantially smooth, such that the threaded end portions firmly engage said interior threaded surface of said coil.
5. A coil insert as claimed in claim 4, further comprising a radially extending lug portion on said outer surface of said plug and spaced a predetermined distance from said closed end thereof such that upon engagement of said lug portion with the upper end of the wire forming said coil, said closed plug end will extend above said coil into flush relation with the upper surface of the slab.
6. A plug for temporary use with a concrete Droduct insert including a coil defining an interior threaded surface of predetermined dimensions for receiving a bolt of predetermined dimensions, comprising a hollow elastomeric body having the outer surface thereof proportioned and threaded for firm matching engagement within said threaded coil interior surface upon predetermined radial compression and axial expansion from the substantially unstressed condition of said elastomeric body, the unstressed diameter of said elastomeric body being greater than the diameter of said bolt, said plug being open at one end thereof and closed at the other end thereof, and a stem of smaller diameter than said elastomeric body projecting outwardly from said closed end of said elastomeric body, said stem serving as a means for applying a pulling force to said plug causing sufficient elongation and radial contraction thereof for withdrawal from said coil to expose said threaded coil interior surface for reception of a bolt.
7. A plug as claimed in claim 6, wherein the inner surface of said lug adjacent said open end thereof is tapered outwardly to facilitate release thereof from concrete which may enter said open end.
8. A plug as claimed in claim 6 or 7, further comprising a radially extending lug portion on said outer surface of said body and spaced a predetermined distance from said closed end thereof such that upon engagement of said lug portion with the upper end of the wire forming said coil, said closed plug end will extend a predetermined distance above said coil.
9. A plug as claimed in claim 6, 7 or
**WARNING** end of DESC field may overlap start of CLMS **.

Claims (11)

**WARNING** start of CLMS field may overlap end of DESC **. proper position with respect to end 33 of coil 11. Ordinarily, the plugs of the invention will be assembled with coil inserts for shipment as assemblies to the site of their use, in which case the plugs will be expendible after one-time use. These plugs can be reused, however, particularly by a user who recovers them after each use and assembles them with new coil inserts. Ordinarily, however, it would not be practical to recover the plugs for return to the supplier of coil inserts, because the cost of collection and shipment of used plugs would outweigh their recovery value. Even for one time use, however, the plugs of the invention offer significant practical advantages over the devices for the same purpose presently available in the art, in terms of ease of assembly and removal and of assured clear coil interiors and the necessary additional space in the slab or panel. WHAT WE CLAIM IS:-
1. A coil insert for temporary use in combination with a coil bolt of predetermined diameter on the bottom of a mold in the fabrication of a poured concrete slab of predetermined thickness, comprising a substantially cylindrical wire coil composed of a predetermined number of turns cooperating to define an interior threaded surface sized for threaded recap tion of said bolt, means secured to said coil for supporting said coil in perpendicular spaced relation with the upper surface of the slab, said upper surface being parallel to said bottom surface of the mold, and a plug filling said coil, said plug consisting of a hollow elastomeric body having the outer surface thereof proportioned and threaded for firm matching engagement within said interior threaded surface of said coil upon predetermined radial compression and axial expansion from the substantially unstressed condition of said elastomeric body, said plug having an unstressed diameter greater than said predetermined diameter of said coil bolt, said plug being open at the lower end thereof and closed at the upper end thereof, and a stem of diameter less than said elastomeric body and proportioned to extend outwardly from said closed plug end beyond said slab surface, said stem serving as a means for applying a pulling force to said plug after the slab has set, causing sufficient elongation and radial contraction thereof for withdrawal from said coil and the slab to expose said threaded coil interior for reception of said bolt.
2. A coil insert as claimed in claim 1, wherein the inner surface of said plug adjacent said open end thereof is tapered outwardly to facilitate release from whatever concrete enters said open end.
3. A coil insert as claimed in claim 1, wherein said means secured to said coil for supporting said coil comprises legs proportioned to support said coil vertically with said stem extending substantially above the upper surface of the slab.
4. A coil insert as claimed in claim 1, 2 or 3 wherein said outer surface of said elastomeric body is threaded only adjacent its ends and in which the intervening outer surface is substantially smooth, such that the threaded end portions firmly engage said interior threaded surface of said coil.
5. A coil insert as claimed in claim 4, further comprising a radially extending lug portion on said outer surface of said plug and spaced a predetermined distance from said closed end thereof such that upon engagement of said lug portion with the upper end of the wire forming said coil, said closed plug end will extend above said coil into flush relation with the upper surface of the slab.
6. A plug for temporary use with a concrete Droduct insert including a coil defining an interior threaded surface of predetermined dimensions for receiving a bolt of predetermined dimensions, comprising a hollow elastomeric body having the outer surface thereof proportioned and threaded for firm matching engagement within said threaded coil interior surface upon predetermined radial compression and axial expansion from the substantially unstressed condition of said elastomeric body, the unstressed diameter of said elastomeric body being greater than the diameter of said bolt, said plug being open at one end thereof and closed at the other end thereof, and a stem of smaller diameter than said elastomeric body projecting outwardly from said closed end of said elastomeric body, said stem serving as a means for applying a pulling force to said plug causing sufficient elongation and radial contraction thereof for withdrawal from said coil to expose said threaded coil interior surface for reception of a bolt.
7. A plug as claimed in claim 6, wherein the inner surface of said lug adjacent said open end thereof is tapered outwardly to facilitate release thereof from concrete which may enter said open end.
8. A plug as claimed in claim 6 or 7, further comprising a radially extending lug portion on said outer surface of said body and spaced a predetermined distance from said closed end thereof such that upon engagement of said lug portion with the upper end of the wire forming said coil, said closed plug end will extend a predetermined distance above said coil.
9. A plug as claimed in claim 6, 7 or
8, wherein said outer surface of said body is threaded only adjacent its ends and in which the interveaning outer surface is substantially smooth, such that the threaded end portions firmly engage said interior threaded surface of said coil.
10. A coil insert substantially as hereinbefore described with reference to Figs.
1, 4, 5 and 6 or Fig. 8 of the accompanying drawings.
11. A plug substantially as hereinbefore described with reference to Figs.
2 and 3 or Fig. 7 of the accompanying drawings.
GB247578A 1977-01-21 1978-01-20 Filler plug for coil insert in concrete slab or panel Expired GB1591478A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US05/761,263 US4074499A (en) 1976-01-12 1977-01-21 Filler plug for coil insert in concrete slab or panel

Publications (1)

Publication Number Publication Date
GB1591478A true GB1591478A (en) 1981-06-24

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GB247578A Expired GB1591478A (en) 1977-01-21 1978-01-20 Filler plug for coil insert in concrete slab or panel

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CA (1) CA1082483A (en)
DE (2) DE7801389U1 (en)
GB (1) GB1591478A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3037177A1 (en) * 1980-10-02 1982-04-29 Jürgen 7801 Umkirch Goldberg DEVICE FOR MAKING A RECESSION IN PRECAST CONCRETE PARTS OR THE LIKE.
FR2574697B2 (en) * 1983-03-31 1988-10-14 Laroche Francis ANCHORING DEVICE
DE4226788A1 (en) * 1992-08-13 1994-02-17 Fischer Artur Werke Gmbh Fixture for attachment to concrete mass - has anchor rod with wire coil sleeve lying in rod external thread form
US11661741B2 (en) * 2020-02-26 2023-05-30 Ut-Battelle, Llc Non-corroding stripping lifting inserts for precast insulated panels
CN114620325B (en) * 2022-03-31 2023-12-05 钟诗婷 Portable live broadcast equipment storage device for new media marketing

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DE7801389U1 (en) 1978-09-28
DE2802121A1 (en) 1978-07-27
CA1082483A (en) 1980-07-29

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