US3590474A - Method of anchoring pre-stressed wire ropes - Google Patents

Method of anchoring pre-stressed wire ropes Download PDF

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US3590474A
US3590474A US705381A US3590474DA US3590474A US 3590474 A US3590474 A US 3590474A US 705381 A US705381 A US 705381A US 3590474D A US3590474D A US 3590474DA US 3590474 A US3590474 A US 3590474A
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wire rope
anchoring
anchoring sleeve
socket
extruding
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US705381A
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Rene Beghi
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Societe des Grands Travaux de Marseille SA
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Societe des Grands Travaux de Marseille SA
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08—Members specially adapted to be used in prestressed constructions
    • E04C5/12—Anchoring devices
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08—Members specially adapted to be used in prestressed constructions
    • E04C5/12—Anchoring devices
    • E04C5/125—Anchoring devices the tensile members are profiled to ensure the anchorage, e.g. when provided with screw-thread, bulges, corrugations
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T24/00—Buckles, buttons, clasps, etc.
    • Y10T24/39—Cord and rope holders
    • Y10T24/3909—Plural-strand cord or rope
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00—Metal working
    • Y10T29/49—Method of mechanical manufacture
    • Y10T29/49826—Assembling or joining
    • Y10T29/49863—Assembling or joining with prestressing of part
    • Y10T29/49874—Prestressing rod, filament or strand
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00—Metal working
    • Y10T29/49—Method of mechanical manufacture
    • Y10T29/49826—Assembling or joining
    • Y10T29/49908—Joining by deforming
    • Y10T29/49925—Inward deformation of aperture or hollow body wall
    • Y10T29/49927—Hollow body is axially joined cup or tube
    • Y10T29/49929—Joined to rod
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00—Metal working
    • Y10T29/49—Method of mechanical manufacture
    • Y10T29/49826—Assembling or joining
    • Y10T29/49908—Joining by deforming
    • Y10T29/49925—Inward deformation of aperture or hollow body wall
    • Y10T29/49934—Inward deformation of aperture or hollow body wall by axially applying force

Definitions

  • the strand or wire rope fastening to said anchoring head may be replaced by UNITED STATES PATENTS that of a screw-threaded rod rigid with, and projecting coaxi- 2,609,586 9/1952 Parry 264/138 ally from, said socket.
  • the present invention is concerned with a method of anchoring wire ropes under prestressed conditions with a view to reduce the overall dimensions of the anchoring structure in comparison with known devices of this character.
  • this invention provides an anchoring socket consisting of a metal sleeve or cylinder preferably formed with external screw threads and with longitudinal, preferably parallel inner passages each adapted to receive a strand or wire rope extending through the relevant passage and emerging therefrom by a length sufficient to permit the gripping thereof by the anchoring head.
  • each strand or wire rope in the aforesaid longitudinal passages of the anchoring socket is improved by using a very hard spring penetrating into the socket and rope material during the extrusion operation.
  • anchoring devices having particularly reduced dimensions, which project from the finished structure but by the minimum length, are obtained.
  • the wire rope system is tensioned by using an actuator, for example a cylinder-and-piston pulling unit, secured to an anchoring head in which the strands or wire ropes are engaged.
  • the anchorage is locked in position by using a nut screwed on the socket; this nut bears against a metal abutment plate of the fixed structure. Then the strands utilized for tensioning the system are cut flush to the outer end of the socket, and the finished anchoring device thus obtained has relatively reduced overall dimensions.
  • these overall dimensions may be further reduced, especially in the longitudinal direction, by using a plain anchoring socket or sleeve comprising on the one hand longitudinal and preferably parallel through passages each adapted to anchor therein, separately, a strand constituting the reinforcing or bracing system, or a wire rope of the multirope system, which extends therethrough and emerges therefrom only by a quantity corresponding to the socket elongation resulting from the extrusion operation, and on the other hand an axial passage engaged by a steel rod of sufficient cross-sectional dimension which has its screw-threaded end screwed in the anchoring head.
  • the strands or wire ropes constituting the bracing or reinforcing system, and on the other hand the rod are rigidly connected to the socket, and the assembly can be tensioned-by simply using an actuator secured to the free, screw-threaded portion of the rod which emerges from the socket.
  • the prestressed anchorage is completed by locking a nut screwed on said central threaded rod and adapted to bear against a metal abutment plate. Then, if desired, the rod portion protruding from the nut may be cut off so that the projecting portion of the anchoring device corresponds simply to the thickness of this nut.
  • FIG. I is an elevational, part-sectional view showing a conventional prestressed anchoring device in its finished condition
  • FIG. 2 is a longitudinal sectional view of an anchoring device, showing the position of the parts before the final tension has actually been applied thereto;
  • FIG. 3 is a section taken along the line III-III of FIG. 2;
  • FIG. 4 is a view similar to FIG. 2 but showing the parts in the tensioned or stressed condition
  • FIG. 5 is a view similar to FIG. 4 but showing the completed anchoring device
  • FIGS. 6, 7 and 8 are views similar to FIGS. 2 and 4 but concerning a modified form of embodiment of the anchoring structure of this invention.
  • the conventional method of anchoring a multistrand wire rope system 1 or a multi rope system consists in engaging the wire rope or wire rope assembly through a socket 2 of a length corresponding substantially to the wire rope elongation under tension (FIG. 1).
  • This extruded socket or sleeve 2 is gripped by the clamping member of a traction actuator (not shown until it emerges from the outflared tubular member 3 and can be fastened to the abutment plate or flange 4 of the locking plug 9.
  • a traction actuator not shown until it emerges from the outflared tubular member 3 and can be fastened to the abutment plate or flange 4 of the locking plug 9.
  • relatively bulky anchoring sockets are necessary and the tensioning operation is obviously delicate to perform.
  • barrel-shaped sockets or sleeves 2 are used, i.e. cylindrical sockets in which preferably rectilinear, parallel and concentric longitudinal through passages 5 are formed; the wire ropes or strands 1 are threaded through these passages and the length thereof which emerges from the opposite end of the socket is a least sufficient to permit the gripping or clamping thereof by means of a suitable device or anchoring head 6 rigid with an annular actuator 7 (FIGS. 2 and 3).
  • the assembly is tensioned in the conventional manner (FIG. 4) until the desired tension is obtained.
  • the wire rope elongation is of course properly calculated beforehand, so that the screw-threaded socket 2 will be so position-ed that it can be locked by means of the nut 9, whereafter the projecting free end of the wire rope can be cut off (FIG. 5).
  • the barrel-shaped anchoring head may be formed with the desired number of longitudinal passages arranged in any suitable manner, the friction forces being exerted over the entire peripheral surface of each elementary strand or wire rope during its passage through the socket, so that the length and trans- 'verse dimension of this socket are reduced considerably.
  • the reinforcing, bracing or like wire rope assembly or structure 1, or each strand or rope is anchored separately in one of the longitudinal parallel passages of socket 2 so as to extend through it and emerge therefrom by a quantity corresponding only to the elongation l of the anchorage during the socket;
  • this socket 2 further comprises an axial through passage 12 engaged by a rod 10 having at least one screw-threaded end, one end 11 of this rod being fastened to the head 6 of a traction actuator 7.
  • the socket 2 is rigidly assembled both with the strands or wire ropes l of the rope system or assembly and with the axial rod 10, suitable members such as hard-steel springs 8 being interposed if desired therebetween to increase the anchoring strength either between the strands and the passages 5 (FIG. 6) or between the axial passage 12 and the traction rod 10 which can be screw-threaded or plain (FIG. 8).
  • a method of anchoring a wire rope in a predetermined tensioned condition to an anchoring frame comprising: providing a wire rope to be tensioned; providing an anchoring frame and an anchoring sleeve movable relative thereto to an anchoring position; extruding said anchoring sleeve on an end portion of said wire rope to an axial distance along the length of said wire rope proportional to the extent of elongation thereof when same is in said predetermined tensioned condition; applying a tensive force directly on said wire rope end portion until said predetermined tensioned condition is obtained accompanied by movement of said anchoring sleeve to said anchoring position; and then locking said anchoring sleeve against'movement relative to said anchoring frame.
  • a method according to claim 1 wherein said first-mentioned providing step comprises providing a multistrand wire rope to be tensioned; and wherein said extruding step comprises simultaneously extruding said anchoring sleeve on respective end portions of each individual strand of said multistrand wire rope to an axial distance along the lengthof said multistrand wire rope proportional to the extent of elongation thereof when same is in said predetermined tensioned condition.
  • a method according to claim 2 including embedding a spring into both said anchoring sleeve and each individual strand of said multistrand wire rope during said extruding step to securely fasten said anchoring sleeve to said multistrand wire rope.
  • extruding step includes extruding said anchoring sleeve on said multistrand wire rope while said individual strands are arranged in a circular configuration.
  • a method according to claim 2 further including the step of removing that portion of said multistrand wire rope projecting beyond said anchoring sleeve after completion of said locking step.
  • a method according to claim 1 including embedding a spring into both said anchoring sleeve and said wire rope during said extruding step to securely fasten said anchoring sleeve to said wire rope.
  • a method according to claim 1 further including the step of removing that portion of said wire rope extending beyond said anchoring sleeve after completion of said locking step.

Abstract

To obtain a prestressed anchorage of wire ropes in concrete works, a barrel-shaped cylindrical anchoring socket is used in which preferably parallel through passages are formed, these passages being adapted to receive the wire rope strands of which the free projecting ends are secured to an anchoring head on which the tensioning traction is exerted until the socket can be fastened to the work. The strand or wire rope fastening to said anchoring head may be replaced by that of a screw-threaded rod rigid with, and projecting coaxially from, said socket.

Description

C United States Patent iiii 3,5 90,474
[72] Inventor Rene Beghi 2,728,978 1/1956 Birkenmaier et al, 29/452 Bois Colombesi France 2,844,356 7/1958 Siegfried 254/29 1 1 pp N9 705,381 2,869,214 1 1959 Van Buren 1 52 230 x 1 1 Filed 14,1968 2,871,554 2 1959 Siegfried 29/452 x Patefllcd y 1 1971 3,300,922 1/1967 Buyer v 254/29 X 173] Assignee SocieteDesGrands TravauxDeMarseille 2 804 674 9 1957 Long 2 4 223 Paris France FOREIGN PATENT Pmmy 1967' 1967 147,312 10/1962 u.s .s.R. 52/230 [3 H 107313 and 133300 356,261 9/1961 Switzerland 52/230 Primary Examiner Charlie T. Moon [5 METHOD OF ANCHORING PRESTRESSED I E Attorneys Robert E. Burns and Emmanuel J. Lobato ROPES 7 Claims, 8 Drawing Figs.
[ Cl ABSTRACT: To obtain a prestressed anchorage of wire ropes 24/1226, 24/123, 29/517, 29/520, 52/ in concrete works, a barrel-shaped cylindrical anchoring {51] lnt.Cl 1. B21d 39/00 k t i u ed in which preferably parallel through passages of Search are {turned these assages being adapted to receive the wire 52/230, 24/1225, 123 254/29 rope strands of which the free projecting ends are secured to an anchoring head on which the tensioning traction is exerted References Cited until the socket can be fastened to the work. The strand or wire rope fastening to said anchoring head may be replaced by UNITED STATES PATENTS that of a screw-threaded rod rigid with, and projecting coaxi- 2,609,586 9/1952 Parry 264/138 ally from, said socket.
SHKEI 2 BF 3 PATENTED JUL 6197! METHOD OF ANCHORING PRE-STRESSED WIRE ROPES BACKGROUND OF THE INVENTION The present invention is concerned with a method of anchoring wire ropes under prestressed conditions with a view to reduce the overall dimensions of the anchoring structure in comparison with known devices of this character.
It is known to anchor wire ropes under prestressed conditions by extruding a steel socket on a singleor multistrand wire rope, this anchoring, in the case of a multistrand wire rope, is facilitated by the interposition of a spring of very hard treated steel which embeds itself both in the socket material and in the strand during the extrusion process. However, in the case of particularly long structures this arrangement is conducive to anchor socket considerable and therefore cumbersome dimensions, since the length of the external threads formed on this socket depends on the wire rope elongation.
On the other hand, it has already been proposed to dispose the strands or wire ropes constituting the prestressed bracing assembly separately in side-by-side relationship in concentric recesses formed in the anchoring socket (cf. French Pat. No. 1,042,912); with this improved arrangement the friction forces are distributed among the elementary strands of the wire rope, thus permitting of reducing the length and overall dimensions of the anchoring sockets; the assembly is tensioned according to the conventional method by pulling the previously extruded socket by means of a suitable actuator until the desired tension is obtained in the bracing assembly. However, this method is objectionable because it still requires considerable overall dimensions for the anchoring socket and special means for gripping and pulling the anchoring head.
SUMMARY OF THE INVENTION To avoid these inconveniences, this invention provides an anchoring socket consisting of a metal sleeve or cylinder preferably formed with external screw threads and with longitudinal, preferably parallel inner passages each adapted to receive a strand or wire rope extending through the relevant passage and emerging therefrom by a length sufficient to permit the gripping thereof by the anchoring head.
The anchoring of each strand or wire rope in the aforesaid longitudinal passages of the anchoring socket is improved by using a very hard spring penetrating into the socket and rope material during the extrusion operation. Thus, anchoring devices having particularly reduced dimensions, which project from the finished structure but by the minimum length, are obtained.
The wire rope system is tensioned by using an actuator, for example a cylinder-and-piston pulling unit, secured to an anchoring head in which the strands or wire ropes are engaged. The anchorage is locked in position by using a nut screwed on the socket; this nut bears against a metal abutment plate of the fixed structure. Then the strands utilized for tensioning the system are cut flush to the outer end of the socket, and the finished anchoring device thus obtained has relatively reduced overall dimensions.
However, these overall dimensions may be further reduced, especially in the longitudinal direction, by using a plain anchoring socket or sleeve comprising on the one hand longitudinal and preferably parallel through passages each adapted to anchor therein, separately, a strand constituting the reinforcing or bracing system, or a wire rope of the multirope system, which extends therethrough and emerges therefrom only by a quantity corresponding to the socket elongation resulting from the extrusion operation, and on the other hand an axial passage engaged by a steel rod of sufficient cross-sectional dimension which has its screw-threaded end screwed in the anchoring head.
As a consequence of the extrusion operation, the steel rod.
becomes practically an integral part of the socket either by becoming embedded in the central hole (in the case of a rod have both ends screw-threaded) or by indentation of a hardsteel spring interposed before the extrusion operation between this rod and the socket in said central passage of the socket.
As a consequence of the extrusion operation, on the one hand the strands or wire ropes constituting the bracing or reinforcing system, and on the other hand the rod, are rigidly connected to the socket, and the assembly can be tensioned-by simply using an actuator secured to the free, screw-threaded portion of the rod which emerges from the socket.
Having thus tensioned the wire rope assembly, the prestressed anchorage is completed by locking a nut screwed on said central threaded rod and adapted to bear against a metal abutment plate. Then, if desired, the rod portion protruding from the nut may be cut off so that the projecting portion of the anchoring device corresponds simply to the thickness of this nut.
BRIEF DESCRIPTION OF THE DRAWING A typical form of embodiment of the method of anchoring prestressed wire ropes, in the case of a multistrand wire rope, will now be described by way of example with reference to the accompanying drawing, in which:
FIG. I is an elevational, part-sectional view showing a conventional prestressed anchoring device in its finished condition;
FIG. 2 is a longitudinal sectional view of an anchoring device, showing the position of the parts before the final tension has actually been applied thereto;
FIG. 3 is a section taken along the line III-III of FIG. 2;
FIG. 4 is a view similar to FIG. 2 but showing the parts in the tensioned or stressed condition;
FIG. 5 is a view similar to FIG. 4 but showing the completed anchoring device;
FIGS. 6, 7 and 8 are views similar to FIGS. 2 and 4 but concerning a modified form of embodiment of the anchoring structure of this invention.
DESCRIPTION OF THE PREFERRED EMBODIMENT The conventional method of anchoring a multistrand wire rope system 1 or a multi rope system consists in engaging the wire rope or wire rope assembly through a socket 2 of a length corresponding substantially to the wire rope elongation under tension (FIG. 1). This extruded socket or sleeve 2 is gripped by the clamping member of a traction actuator (not shown until it emerges from the outflared tubular member 3 and can be fastened to the abutment plate or flange 4 of the locking plug 9. In the case of bracing systems of considerable length, relatively bulky anchoring sockets are necessary and the tensioning operation is obviously delicate to perform.
According to his invention, barrel-shaped sockets or sleeves 2 are used, i.e. cylindrical sockets in which preferably rectilinear, parallel and concentric longitudinal through passages 5 are formed; the wire ropes or strands 1 are threaded through these passages and the length thereof which emerges from the opposite end of the socket is a least sufficient to permit the gripping or clamping thereof by means of a suitable device or anchoring head 6 rigid with an annular actuator 7 (FIGS. 2 and 3).
Having extruded the socket 2 on the wire rope core, preferably after inserting hard-steel springs 8 in the longitudinal passages 5, the assembly is tensioned in the conventional manner (FIG. 4) until the desired tension is obtained. The wire rope elongation is of course properly calculated beforehand, so that the screw-threaded socket 2 will be so position-ed that it can be locked by means of the nut 9, whereafter the projecting free end of the wire rope can be cut off (FIG. 5).
Thus, an anchoring head of relatively reduced overall dimensions is obtained while facilitating the tensioning operatron.
The barrel-shaped anchoring head may be formed with the desired number of longitudinal passages arranged in any suitable manner, the friction forces being exerted over the entire peripheral surface of each elementary strand or wire rope during its passage through the socket, so that the length and trans- 'verse dimension of this socket are reduced considerably.
In the modified form of embodiment of the anchoring method of this invention which is illustrated in FIGS. 6 to 8 of the drawing, the reinforcing, bracing or like wire rope assembly or structure 1, or each strand or rope, is anchored separately in one of the longitudinal parallel passages of socket 2 so as to extend through it and emerge therefrom by a quantity corresponding only to the elongation l of the anchorage during the socket; this socket 2 further comprises an axial through passage 12 engaged by a rod 10 having at least one screw-threaded end, one end 11 of this rod being fastened to the head 6 of a traction actuator 7.
As a consequence of the extrusion operation, the socket 2 is rigidly assembled both with the strands or wire ropes l of the rope system or assembly and with the axial rod 10, suitable members such as hard-steel springs 8 being interposed if desired therebetween to increase the anchoring strength either between the strands and the passages 5 (FIG. 6) or between the axial passage 12 and the traction rod 10 which can be screw-threaded or plain (FIG. 8).
When the assembly has been properly tensioned the anchorage is locked by tightening a nut 9 engaging the abutment plate 4, and the projecting end 11 of this rod is eventually cutoff.
Thus, a gain in the length of the wire ropes or strands projecting from the extrusion socket is obtained, and the tractive effort exerted on this socket for anchoring purposes is facilitated and more reliable.
Whatl claim is:
1. A method of anchoring a wire rope in a predetermined tensioned condition to an anchoring frame comprising: providing a wire rope to be tensioned; providing an anchoring frame and an anchoring sleeve movable relative thereto to an anchoring position; extruding said anchoring sleeve on an end portion of said wire rope to an axial distance along the length of said wire rope proportional to the extent of elongation thereof when same is in said predetermined tensioned condition; applying a tensive force directly on said wire rope end portion until said predetermined tensioned condition is obtained accompanied by movement of said anchoring sleeve to said anchoring position; and then locking said anchoring sleeve against'movement relative to said anchoring frame.
2, A method according to claim 1 wherein said first-mentioned providing step comprises providing a multistrand wire rope to be tensioned; and wherein said extruding step comprises simultaneously extruding said anchoring sleeve on respective end portions of each individual strand of said multistrand wire rope to an axial distance along the lengthof said multistrand wire rope proportional to the extent of elongation thereof when same is in said predetermined tensioned condition.
3. A method according to claim 2; including embedding a spring into both said anchoring sleeve and each individual strand of said multistrand wire rope during said extruding step to securely fasten said anchoring sleeve to said multistrand wire rope.
4. A method according to claim 2; wherein said extruding step includes extruding said anchoring sleeve on said multistrand wire rope while said individual strands are arranged in a circular configuration.
5. A method according to claim 2; further including the step of removing that portion of said multistrand wire rope projecting beyond said anchoring sleeve after completion of said locking step.
6. A method according to claim 1; including embedding a spring into both said anchoring sleeve and said wire rope during said extruding step to securely fasten said anchoring sleeve to said wire rope.
7. A method according to claim 1; further including the step of removing that portion of said wire rope extending beyond said anchoring sleeve after completion of said locking step.

Claims (6)

1. A method of anchoring a wire rope in a predetermined tensioned condition to an anchoring frame comprising: providing a wire rope to be tensioned; providing an anchoring frame and an anchoring sleeve movable relative thereto to an anchoring position; extruding said anchoring sleeve on an end portion of said wire rope to an axial distance along the length of said wire rope proportional to the extent of elongation thereof when same is in said predetermined tensioned condition; applying a tensive force directly on said wire rope end portion until said predetermined tensioned condition is obtained accompanied by movement of said anchoring sleeve to said anchoring position; and then locking said anchoring sleeve against movement relative to said anchoring frame. CM,2Thod according to claim 1; wherein said first-mentioned providing step comprises providing a multistrand wire rope to be tensioned; and wherein said extruding step comprises simultaneously extruding said anchoring sleeve on respective end portions of each individual strand of said multistrand wire rope to an axial distance along the length of saiD multistrand wire rope proportional to the extent of elongation thereof when same is in said predetermined tensioned condition.
3. A method according to claim 2; including embedding a spring into both said anchoring sleeve and each individual strand of said multistrand wire rope during said extruding step to securely fasten said anchoring sleeve to said multistrand wire rope.
4. A method according to claim 2; wherein said extruding step includes extruding said anchoring sleeve on said multistrand wire rope while said individual strands are arranged in a circular configuration.
5. A method according to claim 2; further including the step of removing that portion of said multistrand wire rope projecting beyond said anchoring sleeve after completion of said locking step.
6. A method according to claim 1; including embedding a spring into both said anchoring sleeve and said wire rope during said extruding step to securely fasten said anchoring sleeve to said wire rope.
7. A method according to claim 1; further including the step of removing that portion of said wire rope extending beyond said anchoring sleeve after completion of said locking step.
US705381A 1967-05-19 1968-02-14 Method of anchoring pre-stressed wire ropes Expired - Lifetime US3590474A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR107013A FR1530660A (en) 1967-05-19 1967-05-19 Method for producing a prestressing anchor for cables
FR133900A FR93871E (en) 1967-05-19 1967-12-27 Method for producing a prestressing anchor for cables.

Publications (1)

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US3590474A true US3590474A (en) 1971-07-06

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JP (1) JPS5014456B1 (en)
BE (1) BE710582A (en)
FR (2) FR1530660A (en)
GB (1) GB1196692A (en)
LU (1) LU55439A1 (en)
NL (1) NL6804726A (en)

Cited By (9)

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US3733681A (en) * 1968-05-16 1973-05-22 Tanner Manuf Co Method of forming gripping device
US3748723A (en) * 1970-12-03 1973-07-31 Shinko Wire Co Ltd Method of anchoring wires and strands in prestressed concrete
US3858991A (en) * 1970-05-18 1975-01-07 Reliable Electric Co Apparatus for preassembling a cable and dead anchor
US4724639A (en) * 1985-01-17 1988-02-16 Vsl International Ag Prestressing anchor arrangement
US6513287B1 (en) * 2000-09-05 2003-02-04 Felix L. Sorkin Apparatus for forming a dead-end anchorage of a post-tension system
US20060265981A1 (en) * 2003-03-01 2006-11-30 Brackett Charles T Wire bolt
US9091064B1 (en) * 2014-03-10 2015-07-28 Christian L. Dahl Rebar anchorage device and method for connecting same to a rebar
CN109594721A (en) * 2018-12-04 2019-04-09 东南大学 A kind of prestressed FRP rebar pre-tensioning system stretch-draw anchor equipment
CN114281117A (en) * 2022-03-04 2022-04-05 交通运输部天津水运工程科学研究所 Anchoring device and method capable of finely regulating initial tension of mooring rope for mooring test

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JPH02252815A (en) * 1989-03-27 1990-10-11 Kajima Corp Fixing of ground anchor head part
FR2674555B1 (en) * 1991-03-29 1996-06-07 Bouygues Sa ANCHORING DEVICE.

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US2609586A (en) * 1949-12-13 1952-09-09 Raymond Concrete Pile Co Method and apparatus for stressing concrete
US2728978A (en) * 1950-03-10 1956-01-03 Birkenmaier Max Method for pretensioning and anchoring reinforcements of concrete
US2804674A (en) * 1952-06-16 1957-09-03 Long Construction Company Double head reinforcing rod for pre-stress concrete
US2871554A (en) * 1954-06-16 1959-02-03 Losinger Ag Method for post-tensioning the reinforcing of a prestressed concrete structure
US2844356A (en) * 1955-04-15 1958-07-22 Losinger Ag Hydraulic jack for tensioning reinforcing wires of prestressed concrete structures
US2869214A (en) * 1957-05-16 1959-01-20 Raymond Int Inc Grouting of reinforcements in posttensioned concrete structures
CH356261A (en) * 1958-04-30 1961-08-15 Macchi Romualdo Anchoring device for steel wires, intended for a prestressed structure
SU147312A1 (en) * 1961-07-15 1961-11-30 М.К. Бородич Sleeve anchor
US3300922A (en) * 1964-06-09 1967-01-31 Heilmann & Littmann Bau Ag Anchor assembly for prestressed concrete structures

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3733681A (en) * 1968-05-16 1973-05-22 Tanner Manuf Co Method of forming gripping device
US3858991A (en) * 1970-05-18 1975-01-07 Reliable Electric Co Apparatus for preassembling a cable and dead anchor
US3748723A (en) * 1970-12-03 1973-07-31 Shinko Wire Co Ltd Method of anchoring wires and strands in prestressed concrete
US4724639A (en) * 1985-01-17 1988-02-16 Vsl International Ag Prestressing anchor arrangement
US6513287B1 (en) * 2000-09-05 2003-02-04 Felix L. Sorkin Apparatus for forming a dead-end anchorage of a post-tension system
US20060265981A1 (en) * 2003-03-01 2006-11-30 Brackett Charles T Wire bolt
US8091317B2 (en) 2003-03-01 2012-01-10 Brackett Charles T Wire bolt
US9091064B1 (en) * 2014-03-10 2015-07-28 Christian L. Dahl Rebar anchorage device and method for connecting same to a rebar
CN109594721A (en) * 2018-12-04 2019-04-09 东南大学 A kind of prestressed FRP rebar pre-tensioning system stretch-draw anchor equipment
CN114281117A (en) * 2022-03-04 2022-04-05 交通运输部天津水运工程科学研究所 Anchoring device and method capable of finely regulating initial tension of mooring rope for mooring test

Also Published As

Publication number Publication date
LU55439A1 (en) 1968-04-16
NL6804726A (en) 1968-11-20
GB1196692A (en) 1970-07-01
BE710582A (en) 1968-06-17
JPS5014456B1 (en) 1975-05-28
FR93871E (en) 1969-05-30
FR1530660A (en) 1968-06-28

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