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US3907244A - Tie rod with expansible cone seal members - Google Patents

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US3907244A
US3907244A US357465A US35746573A US3907244A US 3907244 A US3907244 A US 3907244A US 357465 A US357465 A US 357465A US 35746573 A US35746573 A US 35746573A US 3907244 A US3907244 A US 3907244A
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rod
cone
respective bore
diameter
center portion
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US357465A
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Clyde H Abbott
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Priority to CA198,479A priority patent/CA1029173A/en
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    • 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
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • 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
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/07Tying means, the tensional elements of which are fastened or tensioned by means of wedge-shaped members
    • E04G17/0707One-piece elements
    • E04G17/0721One-piece elements remaining completely or partially embedded in the cast material

Definitions

  • the present invention is directed to tie rods and cone assemblies for concrete wall forms of the snap tie type which are designed to be broken off after hardening of a concrete wall. More particularly, the invention is directed to a tie rod with expansible cone assembly for sealingly engaging a wall form so as to prevent loss of wet concrete and e ntrained'water through wall from bores throughwhich the tie rods pass.
  • tie rods and cones in the form of tie rod and cone assemblies are used to temporarily position a pair of spaced, parallel planar wall forms so as to provide a mold for receiving wet concrete.
  • Cones in the form of generally frustoconical members are positioned within the form at opposite ends of each tie rod for a basic purpose of leaving a depression or cavity in the hardened Wall at the point of protrusion of the tie rod ends.
  • a weakened portion is provided on the tie rod at the innermost part of the conical depression which allows the rod to be snapped or broken off within the wall.
  • Subsequent finish operations include grouting of the depressions to the plane of the finished wall surface.
  • Leakage of wet concrete and/or the water orfmilk of the concrete out through the form bores is undesirable for several reasons.
  • First, such may result ina ragged or rounded edge at the wall surface which is difficult to grout and thus gives the finished wall an unsightly appearance.
  • Third, the leaked concrete fouls the form dogs" or other locking devices on the form exterior thus necessitating expensive clean-up operations.
  • the invention takes the form of an expansible tie rod cone adapted to be fitted within a form bore and radially expanded into sealing engagement therewith. Retention means are also included for holding the cone in sealing engagement whereby leakage is positively prevented.
  • FIG. 1 is a transverse view in partial cross section of a prior art concrete form enclosing a body of concrete between the walls thereof and illustrating the tie rod, cone and locking structure thereof;
  • FIG. 2 is a fragmentary view of the same in partial cross section taken along lines 2-2 in FIG. 1;
  • FIG. 3 is an elevational view in partial cross section of a first embodiment of the instant invention
  • FIG. 4 is an elevational view in partial cross section of a second embodiment of the instant invention.
  • FIG. 4A is an end elevational view taken along lines 4A-4A in FIG. 4 showing details of the retainer
  • FIG. 4B is a partial side elevational view showing an alternate form of the retainer
  • FIG. 5 is an elevational view in partial cross section of a third embodiment of the invention showing the cone member prior to sealing;
  • FIG. 6 is a view of the same with the cone member sealingly engaged in the form bore;
  • FIG. 7 is an elevational view in partial cross section of a fourth embodiment of the invention also sealingly engaged
  • FIG. 8 is a view of the same taken along lines 88 in FIG. 7;
  • FIG. 9 is an isometric elevational view of a fifth embodiment of the invention in an unexpanded state
  • FIG. 9A is an end elevational view of the same taken along lines 9A9A in FIG. 9;
  • FIG. 10 is an elevational view in partial cross section of the same shown in the expanded state in its sealing environment.
  • FIGS. 1 and 2 illustrate the environment and the prior art tie rod and cone device which the instant invention is designed to replace.
  • the concrete form shown generally at .10 includes a pair of planar walls l2, 14 supported in spaced, parallel relation by means of a plurality of tie rods, one of which is shown at 16.
  • Upright struts I8, 20 have transverse wales 22, 24 thereon.
  • the rod 16 extends transverse to the form and has opposite ends thereof 26, 28 extending through form bores 30, 32 and in spaced concentric relation therewith.
  • the rod ends extend athrough the struts and wales.
  • the rod ends are provided with heads 34, 36 which are engaged by bifurcated wedges or dogs 38, 40, respectively.
  • the bifurcations of the ramp shaped wedges straddle the rod intermediate the heads 34, 36 and wales 22, 24, respectively.
  • FIG. 3 there is shown a preferred embodiment of the referenced device wherein a cone member 152 is shown within a form bore 130 of form 112.
  • Cone member 152 is designed to replace the similar member of the prior art.
  • Member 152 is of generally elongated construction having oppositely directed, double frustoconical inner 156 and outer 158 end portions and an intermediate cylindrical center portion 160 of a diameter which is dimensioned so as to be in closely spaced relation with bore 130.
  • cone member 152 may be of any deformable material such as plastic or resilient rubber.
  • Retainer means in the form of a plurality of unidirectional barbs or projections 164 formed on the exterior surface of the rod serve to hold the expansible cone member in sealing engagement.
  • a hollow cavity 166 may advantageously be formed within the member thereby producing a more easily deformed center portion. This hollow cavity is not required if the material of the cone member is very readily deformable as is the case with sponge rubber.
  • FIGS. 4 and 4A illustrate a second embodiment utilizing such a material, however, having an alternate form of retainer means in the form of an eccentric, bent washer member 266.
  • the bent washer member 266 frictionally holds the cone member 252 in expanded sealing engagement thus eliminating the necessity of the barbs of the previous embodiment.
  • FIG. 4B there is shown an alternative to the bent washer member in the form of a nail or the like 266 which is inserted in a hole 268 through the rod 216.
  • the hole must be positioned so as to abut the outer end portion 258' when the cone member is radially expanded.
  • FIGS. 5 and 6 show yet another embodiment which is like that shown in the previous embodiments except that the necessity of providing an extraneous retainer means is eliminated by utilizing the inherent structure present with the concrete form, and, in particular, the locking devices thereof.
  • the cone member is dimensioned so as to be of a length A sufficient to extend a distance B above the top surface of wale 322, as best seen in FIG. 5.
  • the wedge 338 is advanced in the arrow direction to lock up the form, the underside of the wedge 378 will bear on the outer end of end portion 358 and cause radial expansion of the center portion to position 360 shown in FIG. 6.
  • spacers or spreaders must be provided to position and hold the walls apart.
  • FIGS. 7 and 8 show a solid cone member 452 wherein the inner frustoconical end portion 456 is of a diameter greater than that of the central portion and axially offset with respect thereto a distance C.
  • a lip portion 468 of member 456 will engage the inner surface of wall 412 and, in conjunction with rod 416 and stop 444, serves to spread the walls.
  • the maximum diameter of member 456 is conveniently set such that it may be threaded through bore 430 from the outside. Lateral positioning of the lip 468 is automatic since radial expansion of center portion to 460 will center that portion in the bore.
  • FIGS. 9 and 9A a similar embodiment is shown which also includes a barb retainer means 564 like that shown in the first embodiment.
  • a closely similar last embodiment shown in FIG. 10 has an internal cavity 666 and barb retainer means 664 similar to that shown with the first embodiment.
  • a tie rod and cone assembly for use in temporarily positioning a pair of spaced-apart wall forms, the tie rod and cone assembly comprising a rod in the form of a generally elongated member defining an axis each end of which is adapted to project through a respective bore in the spaced-apart wall forms and a cone member of circular configuration positioned on each end of the rod and adapted to be positioned at least partially within a respective bore and normally in concentric spaced relation with a respective bore and defining a first outer diameter, said cone members being of a deformable material so as to be adapted to be radially deformed to a second diameter greater than said first diameter and into sealing engagement with the interior of a respective bore and retainer means for holding the cone members in sealing engagement with a respective bore whereby leakage from the forms is prevented, each cone member being a generally elongated member having oppositely directed frustoconical end portions, and a generally cylindrical center portion intermediate said frustoconical end portions wherein the frustoconical end
  • a tie rod and cone assembly in combination with a pair of spaced-apart wall forms for use in temporarily positioning said pair of spaced-apart wall forms, the tie rod and cone assembly comprising rod means in the form of a generally elongated member defining an axis each end of which is adapted to project through a respective bore in said spaced-apart wall forms and cone means of circular configuration positioned on each end of the rod for positioning at least partially within a respective bore and normally in concentric spaced relation with a respective bore and defining a first outer diameter less than the diameter of the respective bore, said cone means being of a readily deformable material for being radially deformed to a second diameter vgreater than said first diameter and for expanding into sealing engagement with the interior of a respective bore and retainer means for holding the cone members in said radially deformed second diameter and in sealing engagement with a respective bore whereby leakage from the forms is prevented.
  • the retainer means comprise a stop projection on the rod for each cone means and a plurality of unidirectional barbs on said rod oriented so as to permit axial movement of said cone means toward but not away from said stop projection.
  • each cone means is a generally elongated member having at least one frustonconical end portion.
  • said cone means has a hollow cavity formed therein so as to define thin wall portions thus facilitating deformation of said cone means.
  • each cone means includes a generally elongated member having a frustoconical end portion directed toward the rod center portion which is asymmetrically mounted with respect to the rod axis, and a center portion which is symmetric and coaxial with respect to the rod axis wherein said frustoconical end portion overlaps said center portion so as to produce a lip adapted for contacting the inner wall of the form so as to provide a spreader function.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

A deformable cone seal member and retainer for tie rods in concrete wall forms is provided. The seal member is radially expansible into sealing engagement with a form bore through which the tie rod passes so as to prevent leakage of wet concrete from the form.

Description

United States Patent [191 Abbott [4 1 Sept. 23, 1975 1 1 TIE ROD WITH EXPANSIBLE CONE SEAL MEMBERS [76] Inventor: Clyde H. Abbott, 1085-B Oak Hill Rd., Lafayette, Calif. 94549 [22] Filed: May 4, 1973 [21] Appl. No.: 357,465
3,465,999 9/1969 Gates 249/213 3,482,813 12/1969 Wells et al.... 249/217 3,529,800 9/1970 Gates 249/213 3,612,473 10/1971 Franklin 249/213 3,638,904 2/1972 Franklin et a1. 249/40 3,653,628 4/1972 Shoemaker... 249/214 3,801,061 4/1974 Holt 249/217 Primary Examiner-Robert D. Baldwin Assistant Examiner-John McQuade Attorney, Agent, or Firm-Phillips, Moore, Weissenberger Lempio & Strabala [57] ABSTRACT A deformable cone seal member and retainer for tie rods in concrete wall forms is provided. The seal member is radially expansible into sealing engagement with a form bore through which the tie rod passes so as to prevent leakage of wet concrete from the form.
11 Claims, 13 Drawing Figures 'r'"w- 2 a6 US Patent Sept. 23,1975 Sheet 1 0f 3 FIG. I.
US Patent Sept. 23,1975 Sheet 3 of3 3,907,244
FIG. 9.
TIE ROD WITH EXPANSIBLE CONE SEAL MEMBERS BACKGROUND OF THE INVENTION The present invention is directed to tie rods and cone assemblies for concrete wall forms of the snap tie type which are designed to be broken off after hardening of a concrete wall. More particularly, the invention is directed to a tie rod with expansible cone assembly for sealingly engaging a wall form so as to prevent loss of wet concrete and e ntrained'water through wall from bores throughwhich the tie rods pass.
In concrete wall construction, a large number of tie rods and cones in the form of tie rod and cone assemblies are used to temporarily position a pair of spaced, parallel planar wall forms so as to provide a mold for receiving wet concrete. Cones in the form of generally frustoconical members are positioned within the form at opposite ends of each tie rod for a basic purpose of leaving a depression or cavity in the hardened Wall at the point of protrusion of the tie rod ends. A weakened portion is provided on the tie rod at the innermost part of the conical depression which allows the rod to be snapped or broken off within the wall. Subsequent finish operations include grouting of the depressions to the plane of the finished wall surface.
Some of the many prior art patents extant in the concrete wall form area are as follows: U.S. Pat. Nos. 2,245,559; 2,370,174; 2,728,127; 2,977,659; 3,075,272; 3,464,667; 3,482,813; 3,625,471; 3,643,909; and 3,653,628. These patents illustrate a number of problems and attempted solutions in the concrete wall form area. One of the most pressing problems is in the area of sealing the wall form bore to prevent leakage of the wet concrete material around the tie rods and out through the form bore through which the tie rod protrudes.
Leakage of wet concrete and/or the water orfmilk of the concrete out through the form bores is undesirable for several reasons. First, such may result ina ragged or rounded edge at the wall surface which is difficult to grout and thus gives the finished wall an unsightly appearance. Second, the loss of water from the curing concrete results in a degradation of wall strength. Third, the leaked concrete fouls the form dogs" or other locking devices on the form exterior thus necessitating expensive clean-up operations.
Present attempts to solve this problem have not been satisfactory. The present attempts have had to accommodate themselves to tolerating some leakage since none provides an absolutely perfect seal. Most rely in some manner on the cones for this purpose. For example, U.S. Pat. Nos. 2,370,174 and 3,643,909, illustrate the use of a cone having a diameter greater than that of the form bore diameter such that the large diameter end of the cone obturates the bore. However, form bores tend to enlarge after repeated use and thus provide an avenue for leakage. Also, misalignment of the tie rod and cone with respect to the bore results in leakage. Even when the large diameter end of the cone is positioned against the interior wall of the form, discontinuities and misalignments result in leakage.
Another approach illustrated in U.S. Pat. No. 3,482,813, has the cone in the form of a double frustoconical member closely fitted within the form bore.
However, dimensional changes during use as well as dimensional tolerances result in having to accept some leakage.
SUMMARYv OF THE INVENTION Accordingly, it is the primary object of this invention to provide a positive sealing device for use in concrete wall construction to prevent undesired leakage of concrete and moisture.
It is also an object of this invention to provide such a device which is inexpensive as well as easily installed and removed.
It is a further object to provide such a device whereby v the positive seal is achieved automatically as inherent in locking up the forms.
The invention takes the form of an expansible tie rod cone adapted to be fitted within a form bore and radially expanded into sealing engagement therewith. Retention means are also included for holding the cone in sealing engagement whereby leakage is positively prevented.
Other objects and advantages will be readily apparent to those skilled in the art from a review of the following drawings and description.
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a transverse view in partial cross section of a prior art concrete form enclosing a body of concrete between the walls thereof and illustrating the tie rod, cone and locking structure thereof;
FIG. 2 is a fragmentary view of the same in partial cross section taken along lines 2-2 in FIG. 1;
FIG. 3 is an elevational view in partial cross section of a first embodiment of the instant invention;
FIG. 4 is an elevational view in partial cross section of a second embodiment of the instant invention;
FIG. 4A is an end elevational view taken along lines 4A-4A in FIG. 4 showing details of the retainer;
FIG. 4B is a partial side elevational view showing an alternate form of the retainer;
FIG. 5 is an elevational view in partial cross section of a third embodiment of the invention showing the cone member prior to sealing;
FIG. 6 is a view of the same with the cone member sealingly engaged in the form bore;
FIG. 7 is an elevational view in partial cross section of a fourth embodiment of the invention also sealingly engaged;
FIG. 8 is a view of the same taken along lines 88 in FIG. 7;
FIG. 9 is an isometric elevational view of a fifth embodiment of the invention in an unexpanded state;
FIG. 9A is an end elevational view of the same taken along lines 9A9A in FIG. 9; and
FIG. 10 is an elevational view in partial cross section of the same shown in the expanded state in its sealing environment.
DETAILED DESCRIPTION FIGS. 1 and 2 illustrate the environment and the prior art tie rod and cone device which the instant invention is designed to replace. With particular reference to FIG. 1, the concrete form shown generally at .10 includes a pair of planar walls l2, 14 supported in spaced, parallel relation by means of a plurality of tie rods, one of which is shown at 16. Upright struts I8, 20 have transverse wales 22, 24 thereon.
The rod 16 extends transverse to the form and has opposite ends thereof 26, 28 extending through form bores 30, 32 and in spaced concentric relation therewith. The rod ends extend athrough the struts and wales. The rod ends are provided with heads 34, 36 which are engaged by bifurcated wedges or dogs 38, 40, respectively. The bifurcations of the ramp shaped wedges straddle the rod intermediate the heads 34, 36 and wales 22, 24, respectively.
Intermediate the walls and within the area of the enclosed concrete 42 are stops in the form of lateral enlargements 44, 46 against which washers 48, 50 are placed. Also concentrically disposed on the rod adjacent the washers are cone members 52, 54. These cone members act as spreaders in concert with the washers and stops to index the walls a desired distance apart. The cone members are of frustoconical configuration. The larger diameter ends thereof abut against the interior of the form walls. The cones also serve to mold a depression or cavity in the finished concrete wall to allow the rod end to be broken off within the wall at a fracture point (not shown) on each rod end and within the wall. A more complete description of the prior art device may be gotten, if desired, by having reference to aforementioned US. Pat. No. 2,370,174.
Turning to FIG. 3, there is shown a preferred embodiment of the referenced device wherein a cone member 152 is shown within a form bore 130 of form 112. It should be noted that structure in this and in following embodiments having numerical analogues in other embodiments will be distinguished by the addition of a prefatory number. i.e., l for the first embodiment, 2" for the second, etc. Cone member 152 is designed to replace the similar member of the prior art. Member 152 is of generally elongated construction having oppositely directed, double frustoconical inner 156 and outer 158 end portions and an intermediate cylindrical center portion 160 of a diameter which is dimensioned so as to be in closely spaced relation with bore 130. It may be parenthetically noted that the spacing between the center portion and bore is exaggerated in the drawings for purposes of illustration. The cone member abuts projection 144 at its innermost end adjacent annular recess l62 which is provided for breaking off the rod within the wall. Cone member 152 may be of any deformable material such as plastic or resilient rubber. After the rod and cone member are threaded through the form bore to the position shown, the cone member is radially expanded from its original, relaxed diameter to a greater diameter and into sealing engagement with the bore 130 by advancing the outer end portion 158 inwardly along rod 116 until it expands as shown at 160'. Advancement can be accomplished either by hand or by use of an suxiliary tool (not shown). At this point, concrete leakage will be positively prevented. Retainer means in the form of a plurality of unidirectional barbs or projections 164 formed on the exterior surface of the rod serve to hold the expansible cone member in sealing engagement. As shown, a hollow cavity 166 may advantageously be formed within the member thereby producing a more easily deformed center portion. This hollow cavity is not required if the material of the cone member is very readily deformable as is the case with sponge rubber.
FIGS. 4 and 4A illustrate a second embodiment utilizing such a material, however, having an alternate form of retainer means in the form of an eccentric, bent washer member 266. With this embodiment, the bent washer member 266 frictionally holds the cone member 252 in expanded sealing engagement thus eliminating the necessity of the barbs of the previous embodiment. In FIG. 4B, there is shown an alternative to the bent washer member in the form of a nail or the like 266 which is inserted in a hole 268 through the rod 216. Of course, the hole must be positioned so as to abut the outer end portion 258' when the cone member is radially expanded.
FIGS. 5 and 6 show yet another embodiment which is like that shown in the previous embodiments except that the necessity of providing an extraneous retainer means is eliminated by utilizing the inherent structure present with the concrete form, and, in particular, the locking devices thereof. With this embodiment, the cone member is dimensioned so as to be of a length A sufficient to extend a distance B above the top surface of wale 322, as best seen in FIG. 5. When the wedge 338 is advanced in the arrow direction to lock up the form, the underside of the wedge 378 will bear on the outer end of end portion 358 and cause radial expansion of the center portion to position 360 shown in FIG. 6. Thus, sealing engagement as well as disengagement are achieved automatically. With this embodiment, spacers or spreaders (not shown) must be provided to position and hold the walls apart.
With the embodiments shown in the remaining figures, no additional spreader means are required since such is integral with the cone members as will be described. FIGS. 7 and 8 show a solid cone member 452 wherein the inner frustoconical end portion 456 is of a diameter greater than that of the central portion and axially offset with respect thereto a distance C. By having the axial offset, a lip portion 468 of member 456 will engage the inner surface of wall 412 and, in conjunction with rod 416 and stop 444, serves to spread the walls. The maximum diameter of member 456 is conveniently set such that it may be threaded through bore 430 from the outside. Lateral positioning of the lip 468 is automatic since radial expansion of center portion to 460 will center that portion in the bore.
Referring to FIGS. 9 and 9A, a similar embodiment is shown which also includes a barb retainer means 564 like that shown in the first embodiment. A closely similar last embodiment shown in FIG. 10 has an internal cavity 666 and barb retainer means 664 similar to that shown with the first embodiment.
It is to be understood that the foregoing description is merely illustrative of preferred embodiments of the invention and that the scope of the invention is not to be limited thereto, but is to be determined by the scope of the appended claims.
I claim:
I. A tie rod and cone assembly for use in temporarily positioning a pair of spaced-apart wall forms, the tie rod and cone assembly comprising a rod in the form of a generally elongated member defining an axis each end of which is adapted to project through a respective bore in the spaced-apart wall forms and a cone member of circular configuration positioned on each end of the rod and adapted to be positioned at least partially within a respective bore and normally in concentric spaced relation with a respective bore and defining a first outer diameter, said cone members being of a deformable material so as to be adapted to be radially deformed to a second diameter greater than said first diameter and into sealing engagement with the interior of a respective bore and retainer means for holding the cone members in sealing engagement with a respective bore whereby leakage from the forms is prevented, each cone member being a generally elongated member having oppositely directed frustoconical end portions, and a generally cylindrical center portion intermediate said frustoconical end portions wherein the frustoconical end portion directed toward the rod end and the center portion are symmetric and coaxial to the rod axis and wherein said frustoconical end portion directed away from the rod end is asymmetric with respect to the rod axis and has a maximum diameter which is greater than the diameter of the center portion thereby defining a lip adapted for contacting the inner wall of the form so as to provide a spreader function.
2. A tie rod and cone assembly in combination with a pair of spaced-apart wall forms for use in temporarily positioning said pair of spaced-apart wall forms, the tie rod and cone assembly comprising rod means in the form of a generally elongated member defining an axis each end of which is adapted to project through a respective bore in said spaced-apart wall forms and cone means of circular configuration positioned on each end of the rod for positioning at least partially within a respective bore and normally in concentric spaced relation with a respective bore and defining a first outer diameter less than the diameter of the respective bore, said cone means being of a readily deformable material for being radially deformed to a second diameter vgreater than said first diameter and for expanding into sealing engagement with the interior of a respective bore and retainer means for holding the cone members in said radially deformed second diameter and in sealing engagement with a respective bore whereby leakage from the forms is prevented.
3. The invention of claim 1 wherein the retainer means comprise a plurality of stop projections on the rod.
4. The invention of claim 1 wherein the retainer means comprise a stop projection on the rod for each cone means and a plurality of unidirectional barbs on said rod oriented so as to permit axial movement of said cone means toward but not away from said stop projection.
5. The invention of claim 1 wherein the retainer means comprise a stop projection on the rod and a means selectively frictionally engageable with said rod.
6. The invention of claim 1 wherein the retainer means comprise a stop projection on the rod and a means selectively mechanically engageable with said rod.
7. The invention of claim 1 wherein each cone means is a generally elongated member having at least one frustonconical end portion.
8. The invention of claim 7 wherein said cone means has a pair of oppositely directed frustoconical end portions.
9. The invention of claim 8 wherein said cone means has a generally cylindrical center portion intermediate said frustoconical end portions.
10. The invention of claim 7 wherein said cone means has a hollow cavity formed therein so as to define thin wall portions thus facilitating deformation of said cone means.
11. The invention of claim 1 wherein each cone means includes a generally elongated member having a frustoconical end portion directed toward the rod center portion which is asymmetrically mounted with respect to the rod axis, and a center portion which is symmetric and coaxial with respect to the rod axis wherein said frustoconical end portion overlaps said center portion so as to produce a lip adapted for contacting the inner wall of the form so as to provide a spreader function.

Claims (11)

1. A tie rod and cone assembly for use in temporarily positioning a pair of spaced-apart wall forms, the tie rod and cone assembly comprising a rod in the form of a generally elongated member defining an axis each end of which is adapted to project through a respective bore in the spaced-apart wall forms and a cone member of circular configuration positioned on each end of the rod and adapted to be positioned at least partially within a respective bore and normally in concentric spaced relation with a respective bore and defining a first outer diameter, said cone members being of a deformable material so as to be adapted to be radially deformed to a second diameter greater than said first diameter and into sealing engagement with the interior of a respective bore and retainer means for holding the cone members in sealing engagement with a respective bore whereby leakage from the forms is prevented, each cone member being a generally elongated member having oppositely directed frustoconical end portions, and a generally cylindrical center portion intermediate said frustoconical end portions wherein the frustoconical end portion directed toward the rod end and the center portion are symmetric and coaxial to the rod axis and wherein said frustoconical end portion directed away from the rod end is asymmetric with respect to the rod axis and has a maximum diameter which is greater than the diameter of the center portion thereby defining a lip adapted for contacting the inner wall of the form so as to provide a spreader function.
2. A tie rod and cone assembly in combination with a pair of spaced-apart wall forms for use in temporarily positioning said pair of spaced-apart wall forms, the tie rod and cone assembly comprising rod means in the form of a generally elongated member defining an axis each end of which is adapted to project through a respective bore in said spaced-apart wall forms and cone means of circular configuration positioned on each end of the rod for positioning at least partially within a respective bore and normally in concentric spaced relation with a respective bore and defining a first outer diameter less than the diameter of the respective bore, said cone meaNs being of a readily deformable material for being radially deformed to a second diameter greater than said first diameter and for expanding into sealing engagement with the interior of a respective bore and retainer means for holding the cone members in said radially deformed second diameter and in sealing engagement with a respective bore whereby leakage from the forms is prevented.
3. The invention of claim 1 wherein the retainer means comprise a plurality of stop projections on the rod.
4. The invention of claim 1 wherein the retainer means comprise a stop projection on the rod for each cone means and a plurality of unidirectional barbs on said rod oriented so as to permit axial movement of said cone means toward but not away from said stop projection.
5. The invention of claim 1 wherein the retainer means comprise a stop projection on the rod and a means selectively frictionally engageable with said rod.
6. The invention of claim 1 wherein the retainer means comprise a stop projection on the rod and a means selectively mechanically engageable with said rod.
7. The invention of claim 1 wherein each cone means is a generally elongated member having at least one frustonconical end portion.
8. The invention of claim 7 wherein said cone means has a pair of oppositely directed frustoconical end portions.
9. The invention of claim 8 wherein said cone means has a generally cylindrical center portion intermediate said frustoconical end portions.
10. The invention of claim 7 wherein said cone means has a hollow cavity formed therein so as to define thin wall portions thus facilitating deformation of said cone means.
11. The invention of claim 1 wherein each cone means includes a generally elongated member having a frustoconical end portion directed toward the rod center portion which is asymmetrically mounted with respect to the rod axis, and a center portion which is symmetric and coaxial with respect to the rod axis wherein said frustoconical end portion overlaps said center portion so as to produce a lip adapted for contacting the inner wall of the form so as to provide a spreader function.
US357465A 1973-05-04 1973-05-04 Tie rod with expansible cone seal members Expired - Lifetime US3907244A (en)

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US357465A US3907244A (en) 1973-05-04 1973-05-04 Tie rod with expansible cone seal members
CA198,479A CA1029173A (en) 1973-05-04 1974-04-30 Expansible cone seal member for concrete wall form

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US357465A US3907244A (en) 1973-05-04 1973-05-04 Tie rod with expansible cone seal members

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3998424A (en) * 1975-08-06 1976-12-21 Johnson Calvin R Tie rod with expandable locking cone
US4300747A (en) * 1980-11-10 1981-11-17 Brow Arthur J Flat shoe form tie bracket for use with concrete forms
US4410162A (en) * 1980-08-16 1983-10-18 Dyckerhoff & Widmann Aktiengesellschaft Recoverable form part for use in the region where a tendon is anchored in a prestressed concrete component
US5635097A (en) 1995-02-14 1997-06-03 Concrete Structures Of The Midwest, Inc. Rebar retention apparatus
WO2008094647A1 (en) * 2007-02-01 2008-08-07 Elite Products Llc Mechanical plug and method for using the same
CN109415908A (en) * 2016-06-17 2019-03-01 乌尔玛Cye,S.公司 Anchor and vertical form for vertical form
US20200141121A1 (en) * 2018-11-01 2020-05-07 Post Tensioning Solutions LLC Pocket former and method for reanchoring live tendons

Citations (12)

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US1851339A (en) * 1929-06-20 1932-03-29 Goodspeed Invest Company Concrete form construction
US1971726A (en) * 1933-07-05 1934-08-28 Anna M Percival Expansion bolt
US2084417A (en) * 1935-08-10 1937-06-22 Ralph E Ogden Wedge for concrete form ties
US2168990A (en) * 1935-07-24 1939-08-08 Star Expansion Bolt Company Form tie
US2589484A (en) * 1951-01-29 1952-03-18 Ecuer Raymond Multiple stage anchoring device
US3465999A (en) * 1967-04-17 1969-09-09 Gates & Sons Cone subassembly for concrete form ties
US3482813A (en) * 1966-06-21 1969-12-09 David R Wells Wedge form lock and gang forming system
US3529800A (en) * 1969-12-11 1970-09-22 Gates & Sons Concrete form tie end latch
US3612473A (en) * 1969-03-13 1971-10-12 James W Franklin Cone or plug for form ties
US3638904A (en) * 1969-04-14 1972-02-01 Form Eze Systems Cone element for concrete forms
US3653628A (en) * 1970-09-22 1972-04-04 Symons Corp Tie rod and cone assembly for a concrete wall form
US3801061A (en) * 1969-04-30 1974-04-02 Burke Concrete Accessories Form panel with grouting plug core

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1851339A (en) * 1929-06-20 1932-03-29 Goodspeed Invest Company Concrete form construction
US1971726A (en) * 1933-07-05 1934-08-28 Anna M Percival Expansion bolt
US2168990A (en) * 1935-07-24 1939-08-08 Star Expansion Bolt Company Form tie
US2084417A (en) * 1935-08-10 1937-06-22 Ralph E Ogden Wedge for concrete form ties
US2589484A (en) * 1951-01-29 1952-03-18 Ecuer Raymond Multiple stage anchoring device
US3482813A (en) * 1966-06-21 1969-12-09 David R Wells Wedge form lock and gang forming system
US3465999A (en) * 1967-04-17 1969-09-09 Gates & Sons Cone subassembly for concrete form ties
US3612473A (en) * 1969-03-13 1971-10-12 James W Franklin Cone or plug for form ties
US3638904A (en) * 1969-04-14 1972-02-01 Form Eze Systems Cone element for concrete forms
US3801061A (en) * 1969-04-30 1974-04-02 Burke Concrete Accessories Form panel with grouting plug core
US3529800A (en) * 1969-12-11 1970-09-22 Gates & Sons Concrete form tie end latch
US3653628A (en) * 1970-09-22 1972-04-04 Symons Corp Tie rod and cone assembly for a concrete wall form

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3998424A (en) * 1975-08-06 1976-12-21 Johnson Calvin R Tie rod with expandable locking cone
US4410162A (en) * 1980-08-16 1983-10-18 Dyckerhoff & Widmann Aktiengesellschaft Recoverable form part for use in the region where a tendon is anchored in a prestressed concrete component
US4300747A (en) * 1980-11-10 1981-11-17 Brow Arthur J Flat shoe form tie bracket for use with concrete forms
US5635097A (en) 1995-02-14 1997-06-03 Concrete Structures Of The Midwest, Inc. Rebar retention apparatus
WO2008094647A1 (en) * 2007-02-01 2008-08-07 Elite Products Llc Mechanical plug and method for using the same
US20090025328A1 (en) * 2007-02-01 2009-01-29 Elite Products, Llc Mechanical plug and method for using the same
CN109415908A (en) * 2016-06-17 2019-03-01 乌尔玛Cye,S.公司 Anchor and vertical form for vertical form
US20190112826A1 (en) * 2016-06-17 2019-04-18 Ulma C Y E, S. Coop. Anchor for a Vertical Formwork and Vertical Formwork
US20200141121A1 (en) * 2018-11-01 2020-05-07 Post Tensioning Solutions LLC Pocket former and method for reanchoring live tendons
US11174638B2 (en) * 2018-11-01 2021-11-16 Post Tensioning Solutions LLC Pocket former and method for reanchoring live tendons

Also Published As

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