EP0166651B1 - Cable anchoring devices and their manufacturing methods - Google Patents

Cable anchoring devices and their manufacturing methods Download PDF

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Publication number
EP0166651B1
EP0166651B1 EP85401172A EP85401172A EP0166651B1 EP 0166651 B1 EP0166651 B1 EP 0166651B1 EP 85401172 A EP85401172 A EP 85401172A EP 85401172 A EP85401172 A EP 85401172A EP 0166651 B1 EP0166651 B1 EP 0166651B1
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EP
European Patent Office
Prior art keywords
spacers
jaw
thrust
strand
block
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
EP85401172A
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German (de)
French (fr)
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EP0166651A3 (en
EP0166651A2 (en
Inventor
Pierre Jartoux
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Freyssinet International STUP SA
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Freyssinet International STUP SA
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Publication date
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Priority to AT85401172T priority Critical patent/ATE44572T1/en
Publication of EP0166651A2 publication Critical patent/EP0166651A2/en
Publication of EP0166651A3 publication Critical patent/EP0166651A3/en
Application granted granted Critical
Publication of EP0166651B1 publication Critical patent/EP0166651B1/en
Expired legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08Members specially adapted to be used in prestressed constructions
    • E04C5/12Anchoring devices
    • E04C5/122Anchoring devices the tensile members are anchored by wedge-action
    • YGENERAL 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
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T24/00Buckles, buttons, clasps, etc.
    • Y10T24/39Cord and rope holders
    • Y10T24/3909Plural-strand cord or rope
    • YGENERAL 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
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T24/00Buckles, buttons, clasps, etc.
    • Y10T24/39Cord and rope holders
    • Y10T24/3969Sliding part or wedge
    • YGENERAL 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
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/70Interfitted members
    • Y10T403/7047Radially interposed shim or bushing
    • Y10T403/7051Wedging or camming
    • Y10T403/7052Engaged by axial movement
    • Y10T403/7054Plural, circumferentially related shims between members

Definitions

  • the invention relates to cable anchoring devices composed of multiple strands, each strand may itself be constituted by a wire or by a strand of twisted son, said cables being intended to be tensioned, in particular in order to ensure the prestressing of a concrete body or the suspension of a structure such as a bridge (guy lines).
  • the object of the invention is, above all, to remedy this drawback by making it possible to obtain, very simply from a single thrust member, tightenings of identical intensity on the different strands.
  • the anchoring devices according to the invention also comprise a single thrust member disposed axially opposite the different jaws and a plurality of spacers interposed axially each between said member and a jaw around the end of the strand clamped by this jaws, said spacers being identical to each other, and they are characterized in that the spacers are made of a metal or alloy whose deformation / stress characteristic has a long plastic flow bearing and are dimensioned so that at the end from the push the deformation of each of them has reached, but not exceeded, the stage of its plastic flow.
  • Figures 1 and 2 of this drawing schematically show a device for anchoring a multi-strand cable established in accordance with the invention, respectively during its establishment and after it.
  • FIGS. 3 and 4 show, on a larger scale, a detail of this anchoring device, in the same situations respectively as FIGS. 1 and 2.
  • FIG. 5 is a graph showing a property exploited according to the invention.
  • each strand on the block is ensured with the aid of a split frustoconical jaw surrounding this strand and the narrowest portion of which is housed in the complementary flared end 4 of a hole 5 hollowed out in the block and traversed right through by the strand.
  • each jaw 3 projects axially on the face A of the block 1, where the flared ends open 4, and the ends of the strands 2 surrounded by the jaws themselves project axially on these ends the wider.
  • each jaw The radial tightening of each jaw around the strand which it surrounds is ensured by a wedge effect by biasing this jaw upon axial insertion into his accommodation.
  • this axial stress is generated by the very tension of the strand due to the friction which exists between this strand and the internal face of the jaw.
  • the tension of the cable can contribute to the axial stress of the jaw, but it is not the main cause of it and this tension can even be zero during the establishment of the anchoring according to the present invention, the cable not energized until a later phase.
  • Such a measure makes it possible to dissociate the solidity of the anchorage and the tension of the cable, which is precious in cases where said tension can be greatly reduced, or even canceled, during the actual service of the cable such a situation occurs for example.
  • shock for example caused by an earthquake, a tornado or the loss of control of a heavy vehicle.
  • the stress of each jaw in the axial insertion is obtained by exerting an axial thrust on this jaw and the invention makes it possible to ensure the thrusts corresponding to the different jaws using a single thrust member 6, even if the number of these jaws is greater than three, which is the most general case, the only one considered here.
  • the deformation d is first of all very small and proportional to the stress (portion 8 of the curve). Then from the moment when the stress c reaches a given threshold E, or elastic limit, the deformation d increases very quickly for insignificant increases in the stress c (level 7) and this until reaching a new threshold E ′, or plastic flow limit, beyond which it is again necessary to substantially increase the stress c in order to increase the deformation d (portion 9 of the curve).
  • Each of these thrusts p is indeed equal to the difference between the thrust P exerted by the member 6 on each spacer 10 and the portion E, of this thrust P, necessary to partially crush said spacer: or each of the two values P and E is the same for all spacers.
  • each spacer 10 is constituted by a ring and preferably by a tube section and its plastic deformation has the effect of inflating it radially as visible in FIGS. 2 and 4.
  • each axial thrust force p exerted on a jaw 3 is strictly independent of the tension force exerted on the corresponding strand 2 and the resistance of this strand.
  • this pushing force p can be chosen to be greater than the maximum value of the tensioning force capable of being exerted during service on the strand 2, the corresponding spacer 10 then being of course dimensioned accordingly: one is then sure that the anchoring of the strand will be ensured regardless of the extent of the fluctuations in the tension exerted on this strand during service, even if this tension is canceled.
  • this member 6 is advantageously housed, which is preferably constituted by a thick plate, pierced right through or partially with holes 12 to allow passage at the ends of the strands 2 so that these ends do not come to abut against this plate -, inside a sleeve 11 internally threaded integral with the block 1 and said member 6 is locked in this position using a ring 13 (fig. 2, externally threaded, bearing axially on this member and screwed into the sleeve 11.
  • All of the elements 1, 3, 6, 10, 11 and 13 form a one-piece anchoring head in which the different strands 2 are all anchored securely with identical resistances to tearing: it is this head which will then be anchored itself in the portions of structures to be fitted, which is why it has all the appropriate ranges 14.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Communication Cables (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Ropes Or Cables (AREA)
  • Suspension Of Electric Lines Or Cables (AREA)

Abstract

The invention provides an anchorage device for a cable with multiple strands (2) comprising a block (1) in which the strands are anchored individually by radially clamping about each strand a split truncated cone shaped jaw (3) surrounding this strand and housed in a complementary housing (4) of the block. This device comprises a single thrust member (6) disposed axially opposite the different jaws (3) and a plurality of spacers (10) each interposed axially between said member (6) and a jaw (3) about the strand end (2) clamped by this jaw, said spacers (10) being identical to each other, formed from a metal or an alloy whose deformation/stress characteristic has a long plastic flow plateau and dimensioned so that at the end of the thrust the deformation of each of them has reached, but not exceeded, the plastic flow stage thereof.

Description

L'invention concerne les dispositifs d'ancrage des câbles composés de brins multiples, chaque brin pouvant être lui-même constitué par un fil ou par un toron de fils torsadés, lesdits câbles étant destinés à être tendus, notamment en vue d'assurer la précontrainte d'un corps en béton ou la suspension d'un ouvrage tel qu'un pont (haubans).The invention relates to cable anchoring devices composed of multiple strands, each strand may itself be constituted by a wire or by a strand of twisted son, said cables being intended to be tensioned, in particular in order to ensure the prestressing of a concrete body or the suspension of a structure such as a bridge (guy lines).

Elle vise également les procédés pour établir les dispositifs du genre en question.It also covers the procedures for establishing devices of the kind in question.

Elle concerne plus particulièrement, parmi ces dispositifs, ceux dans lesquels les différents brins du câble sont ancrés individuellement sur un même bloc par serrage radial autour de chacun de ces brins d'un mors tronconique fendu entourant ce brin et logé dans un évidement complémentaire du bloc, le serrage en question étant assuré au moins en partie par application d'une poussée axiale sur la grande base dudit mors.It relates more particularly, among these devices, those in which the different strands of the cable are individually anchored on the same block by radial tightening around each of these strands of a split frustoconical jaw surrounding this strand and housed in a complementary recess of the block , the tightening in question being ensured at least in part by application of an axial thrust on the large base of said jaw.

Avec les modes de réalisation connus des dispositifs d'ancrage considérés, ces poussées axiales appliquées sur les différents mors sont engendrées individuellement.With the known embodiments of the anchoring devices considered, these axial thrusts applied to the different jaws are generated individually.

En effet, il n'est guère possible d'assurer à l'aide d'un seul organe de poussée des serrages d'intensités identiques pour les différents mors et brins d'un même câble lorsque le nombre de ces brins est supérieur à trois, comme c'est le cas le plus général dans la pratique, ledit nombre dépassant généralement dix et pouvant atteindre, ou même dépasser, la centaine: un tel organe unique ne peut en effet s'appliquer initialement, c'est-à-dire avant de commencer à exercer véritablement sa poussée, qu'au maximum sur les trois mors qui font le plus saillie axialement sur le bloc d'ancrage, mors qui définissent le plan de départ du serrage.Indeed, it is hardly possible to ensure, using a single thrust member, tightenings of identical intensities for the different jaws and strands of the same cable when the number of these strands is greater than three. , as is the most general case in practice, said number generally exceeding ten and possibly reaching, or even exceeding, the hundred: such a single organ cannot in fact be applied initially, that is to say before starting to really exert its thrust, as much as possible on the three jaws which project the most axially on the anchor block, jaws which define the starting plane of the tightening.

Par conséquent, même si les autres mors sont tous atteints dans la suite par l'organe de poussée, leurs courses axiales totales de serrage sont inférieures à celles des trois premiers mors et il en est de même des forces de serrage résultantes.Consequently, even if the other jaws are all subsequently reached by the thrust member, their total axial clamping strokes are less than those of the first three jaws and the same is true of the resulting clamping forces.

Un tel résultat est également observable lorsque la poussée de l'organe de poussée est transmise aux différents mors par des entretoises identiques entre elles interposées axialement chacune entre ledit organe et un mors autour du bout de brin serré par ce mors, dès lors que les entretoises sont constituées en un acier dur ou matériau analogue peu déformable, comme c'est le cas dans le document FR-A-2 398 859.Such a result is also observable when the thrust of the thrust member is transmitted to the different jaws by identical spacers between them interposed axially each between said member and a jaw around the end of the strand clamped by this jaw, since the spacers are made of hard steel or similar material that is not very deformable, as is the case in document FR-A-2 398 859.

L'invention a pour but, surtout, de remédier à cet inconvénient en permettant d'obtenir très simplement à partir d'un organe de poussée unique des serrages d'intensité identique sur les différents brins.The object of the invention is, above all, to remedy this drawback by making it possible to obtain, very simply from a single thrust member, tightenings of identical intensity on the different strands.

A cet effet, les dispositifs d'ancrage selon l'invention comprennent encore un organe de poussée unique disposé axialement en regard des différents mors et une pluralité d'entretoises interposées axialement chacune entre ledit organe et un mors autour du bout de brin serré par ce mors, lesdites entretoises étant identiques entre elles, et ils sont caractérisés en ce que les entretoises sont constituées en un métal ou alliage dont la caractéristique déformation /contrainte présente un long palier d'écoulement plastique et sont dimensionnées de façon telle qu'à la fin de la poussée la déformation de chacune d'elles ait atteint, mais non dépassé, le stade de son écoulement plastique.To this end, the anchoring devices according to the invention also comprise a single thrust member disposed axially opposite the different jaws and a plurality of spacers interposed axially each between said member and a jaw around the end of the strand clamped by this jaws, said spacers being identical to each other, and they are characterized in that the spacers are made of a metal or alloy whose deformation / stress characteristic has a long plastic flow bearing and are dimensioned so that at the end from the push the deformation of each of them has reached, but not exceeded, the stage of its plastic flow.

Dans les modes de réalisation préférés, on a recours en outre à l'une et/ou à l'autre des dispositions suivantes:

  • - les entretoises sont des bagues,
  • - les bagues sont des tronçons tubulaires,
  • - les entretoises sont constituées en acier doux,
  • - à la fin de la poussée une butée liée rigidement au bloc d'ancrage est maintenue appliquée contre l'organe de poussée, lui-même appliqué contre les entretoises, afin de l'empêcher de s'écarter dudit bloc,
  • - la butée selon l'alinéa précèdent est un anneau fileté extérieurement vissé dans un manchon fileté intérieurement contenant l'organe de poussée et solidaire du bloc d'ancrage.
In the preferred embodiments, use is also made of one and / or the other of the following arrangements:
  • - the spacers are rings,
  • - the rings are tubular sections,
  • - the spacers are made of mild steel,
  • at the end of the thrust, a stop rigidly connected to the anchoring block is kept applied against the thrust member, itself applied against the spacers, in order to prevent it from moving away from said block,
  • - The stop according to the preceding paragraph is an externally threaded ring screwed into an internally threaded sleeve containing the thrust member and secured to the anchoring block.

L'invention pourra de toute façon être bien comprise à l'aide du complément de description qui suit ainsi que du dessin ci-annexé, lesquels complément et dessin ne présentent aucun caractère limitatif.The invention may in any case be well understood with the aid of the additional description which follows as well as of the appended drawing, which supplement and drawing are in no way limiting.

Les figures 1 et 2, de ce dessin, montrent schématiquement un dispositif d'ancrage d'un cable à brins multiples établi conformément à l'invention, respectivement au cours de son établissement et après celui-ci.Figures 1 and 2 of this drawing schematically show a device for anchoring a multi-strand cable established in accordance with the invention, respectively during its establishment and after it.

Les figures 3 et 4 montrent, à plus grande échelle, un détail de ce dispositif d'ancrage, dans respectivement les mêmes situations que les figures 1 et 2.FIGS. 3 and 4 show, on a larger scale, a detail of this anchoring device, in the same situations respectively as FIGS. 1 and 2.

La figure 5 est un graphique faisant apparaître une propriété exploitée selon l'invention.FIG. 5 is a graph showing a property exploited according to the invention.

On se propose d'ancrer sur un bloc métallique 1 les brins multiples parallèles 2, de nombre supérieur à trois, composant un câble lui-même destiné à être tendu en vue de constituer par exemple une armature de précontrainte pour un corps en béton ou un hauban de suspension de pont.It is proposed to anchor on a metal block 1 the parallel multiple strands 2, of a number greater than three, composing a cable itself intended to be tensioned in order to constitute for example a prestressing reinforcement for a concrete body or a bridge suspension strut.

D'une façon connue en soi, l'ancrage de chaque brin sur le bloc est assuré à l'aide d'un mors tronconique fendu entourant ce brin et dont la portion la plus étroite est logée dans l'extrémité évasée complémentaire 4 d'un trou 5 évidé dans le bloc et traversé de part en part par le brin.In a manner known per se, the anchoring of each strand on the block is ensured with the aid of a split frustoconical jaw surrounding this strand and the narrowest portion of which is housed in the complementary flared end 4 of a hole 5 hollowed out in the block and traversed right through by the strand.

L'extrémité la plus large de chaque mors 3 fait alors axialement saillie sur la face A, du bloc 1, où débouchent les extrémités évasées 4, et les bouts des brins 2 entourés par les mors font eux- mêmes axialement saillie sur ces extrémités les plus larges.The widest end of each jaw 3 then projects axially on the face A of the block 1, where the flared ends open 4, and the ends of the strands 2 surrounded by the jaws themselves project axially on these ends the wider.

Le serrage radial de chaque mors autour du brin qu'il entoure est assuré par un effet de coin en sollicitant ce mors à l'enfoncement axial dans son logement.The radial tightening of each jaw around the strand which it surrounds is ensured by a wedge effect by biasing this jaw upon axial insertion into his accommodation.

Dans les réalisations habituelles, cette sollicitation axiale est engendrée par la tension même du brin du fait du frottement qui existe entre ce brin et la face interne du mors.In the usual embodiments, this axial stress is generated by the very tension of the strand due to the friction which exists between this strand and the internal face of the jaw.

Dans le cas présent, la tension du câble peut contribuer à la sollicitation axiale du mors, mais elle n'en est pas la cause essentielle et cette tension peut même être nulle lors de l'établissement de l'ancrage selon la présente invention, le câble n'étant mis sous tension que lors d'une phase ultérieure.In the present case, the tension of the cable can contribute to the axial stress of the jaw, but it is not the main cause of it and this tension can even be zero during the establishment of the anchoring according to the present invention, the cable not energized until a later phase.

Une telle mesure permet de dissocier la solidité de l'ancrage et la tension du câble, ce qui est précieux dans les cas où ladite tension peut être fortement amoindrie, voire annulée, au cours du service même du câble une telle situation se produit par exemple lors de la réception d'un choc par un hauban de pont suspendu, choc par exemple provoqué par un séisme, par une tornade ou par la perte de contrôle d'un véhicule poids lourd.Such a measure makes it possible to dissociate the solidity of the anchorage and the tension of the cable, which is precious in cases where said tension can be greatly reduced, or even canceled, during the actual service of the cable such a situation occurs for example. when receiving a shock from a suspension bridge shroud, shock for example caused by an earthquake, a tornado or the loss of control of a heavy vehicle.

Ici la sollicitation de chaque mors à l'enfoncement axial est obtenue en exerçant une poussée axiale sur ce mors et l'invention permet d'assurer les poussées correspondant aux différents mors à l'aide d'un organe de poussée unique 6, même si le nombre de ces mors est supérieur à trois, ce qui est le cas le plus général, seul envisagé ici.Here the stress of each jaw in the axial insertion is obtained by exerting an axial thrust on this jaw and the invention makes it possible to ensure the thrusts corresponding to the different jaws using a single thrust member 6, even if the number of these jaws is greater than three, which is the most general case, the only one considered here.

Vu les différences inévitables qui existent entre les cotes des brins 2, mors 3 et logements 4, les hauteurs correspondant aux saillies axiales respectives des différents mors 3 sur la face A sont différentes.In view of the inevitable differences which exist between the dimensions of the strands 2, jaws 3 and housings 4, the heights corresponding to the respective axial projections of the different jaws 3 on the face A are different.

Si donc l'organe de poussée 6 était appliqué directement sur ces différents mors 3, il ne pourrait atteindre au maximum, parmi ces mors, avant de commencer à exercer véritablement sa poussée, que les trois mors faisant le plus saillie sur la face A.If therefore the thrust member 6 was applied directly to these different jaws 3, it could not reach the maximum, among these jaws, before starting to truly exert its thrust, only the three jaws projecting the most on side A.

Les courses axiales alors imposées à ces trois mors par l'organe 6 seraient plus longues que celles imposées aux autres mors, les intensités des serrages réalisés sur les différents brins ne seraient donc pas identiques entre elles et la tension globale exercée sur le câble composé de ces brins au cours de son service ne pourrait pas être répartie uniformément entre ces brins, de sorte que certains d'entre eux risqueraient d'être trop sollicités à la tension alors que d'autres, au contraire, seraient exploités au-dessous de leur capacité.The axial strokes then imposed on these three jaws by the member 6 would be longer than those imposed on the other jaws, the intensities of the tightening operations carried out on the different strands would therefore not be identical with each other and the overall tension exerted on the cable composed of these strands during its service could not be distributed uniformly between these strands, so that some of them would risk being overly stressed at the tension while others, on the contrary, would be exploited below their capacity.

Pour remédier à'cet inconvénient, on exploite ici les propriétés que présentent certains métaux ou alliages, tels que l'acier doux, les alliages d'aluminium ou de cuivre, de présenter un long palier d'écoulement plastique 7 (fig. 5) dans la courbe qui représente leur déformation en compression d (déformation exprimée en pourcentages de raccourcissement) en fonction de la contrainte c appliquée sur eux.To remedy this drawback, the properties presented by certain metals or alloys, such as mild steel, aluminum or copper alloys, are exploited here to have a long plastic flow stage 7 (fig. 5) in the curve which represents their deformation in compression d (deformation expressed in percentages of shortening) as a function of the stress c applied to them.

En d'autres termes, si l'on augmente progressivement ladite contrainte c, la déformation d est d'abord très faible et proportionnelle à la contrainte (portion 8 de la courbe). Puis à partir de l'instant où la contrainte c atteint un seuil E donné, ou limite d'élasticité, la déformation d croît très rapidement pour des augmentations insignifiantes de la contrainte c (palier 7) et ce jusqu'à atteinte d'un nouveau seuil E', ou limite d'écoulement plastique, au-delà duquel il faut à nouveau accroître sensiblement la contrainte c pour augmenter la déformation d (portion 9 de la courbe).In other words, if said stress c is gradually increased, the deformation d is first of all very small and proportional to the stress (portion 8 of the curve). Then from the moment when the stress c reaches a given threshold E, or elastic limit, the deformation d increases very quickly for insignificant increases in the stress c (level 7) and this until reaching a new threshold E ′, or plastic flow limit, beyond which it is again necessary to substantially increase the stress c in order to increase the deformation d (portion 9 of the curve).

Cette propriété est exploitée selon l'invention en interposant entre l'organe de poussée 6 et les différents mors 3 des entretoises 10 constituées en un tel métal ou alliage, ces entretoises étant choisies de façon telle qu'à la fin de la poussée exercée par l'organe 6, la déformation de chacune d'elles ait atteint, mais non dépassé, le stade de l'écoulement plastique.This property is exploited according to the invention by interposing between the thrust member 6 and the different jaws 3 of the spacers 10 made of such a metal or alloy, these spacers being chosen so that at the end of the thrust exerted by organ 6, the deformation of each of them has reached, but not exceeded, the stage of plastic flow.

Ce résultat suppose qu'à la fin de la poussée:

  • - le raccourcissement de l'entretoise placée contre le mors faisant initialement le plus saillie sur la face A soit inférieur à celui correspondant à la limite plastique E',
  • - et que le raccourcissement de l'entretoise placée contre le mors faisant initialement le moins saillie sur la face A soit supérieur à celui correspondant à la limite élastique E.
This result assumes that at the end of the push:
  • - the shortening of the spacer placed against the jaw initially making the most projection on the face A is less than that corresponding to the plastic limit E ',
  • - And that the shortening of the spacer placed against the jaw initially making the least projection on the face A is greater than that corresponding to the elastic limit E.

On est sûr alors que les forces de poussée axiales p appliquées respectivement sur les différents mors 3 sont pratiquement identiques entre elles et que, par conséquent, tous les brins 2 sont ancrés dans le bloc 1 avec la même force de serrage.It is therefore certain that the axial thrust forces p applied respectively to the different jaws 3 are practically identical to each other and that, consequently, all the strands 2 are anchored in the block 1 with the same clamping force.

Chacune de ces poussées p est en effet égale à la différence entre la poussée P exercée par l'organe 6 sur chaque entretoise 10 et la portion E, de cette poussée P, nécessaire pour écraser partiellement ladite entretoise: or chacune des deux valeurs P et E est la même pour toutes les entretoises.Each of these thrusts p is indeed equal to the difference between the thrust P exerted by the member 6 on each spacer 10 and the portion E, of this thrust P, necessary to partially crush said spacer: or each of the two values P and E is the same for all spacers.

Dans le mode de réalisation préféré, chaque entretoise 10 est constituée par une bague et de préférence par un tronçon de tube et sa déformation plastique a pour effet de la gonfler radialement comme visible sur les figures 2 et 4.In the preferred embodiment, each spacer 10 is constituted by a ring and preferably by a tube section and its plastic deformation has the effect of inflating it radially as visible in FIGS. 2 and 4.

Il est à noter que chaque force de poussée axiale p exercée sur un mors 3 est rigoureusement indépendante de la force de tension exercée sur le brin 2 correspondant et de la résistance de ce brin.It should be noted that each axial thrust force p exerted on a jaw 3 is strictly independent of the tension force exerted on the corresponding strand 2 and the resistance of this strand.

En particulier cette force de poussée p peut être choisie supérieure à la valeur maximale de la force de tension susceptible d'être exercée en cours de service sur le brin 2, l'entretoise correspondante 10 étant alors bien entendu dimensionnée en conséquence: on est alors sûr que l'ancrage du brin sera assuré quelle que soit l'étendue des fluctuations de la tension exercée sur ce brin en cours de service, même si cette tension s'annule.In particular, this pushing force p can be chosen to be greater than the maximum value of the tensioning force capable of being exerted during service on the strand 2, the corresponding spacer 10 then being of course dimensioned accordingly: one is then sure that the anchoring of the strand will be ensured regardless of the extent of the fluctuations in the tension exerted on this strand during service, even if this tension is canceled.

Il convient de maintenir l'organe de poussée 6 en sa position de fin de poussée pour s'opposer au retour élastique des déformations engendrées dans les entretoises 10 par ladite poussée et pour conserver la valeur élevée et l'identité des forces d'ancrage réalisées entre les différents brins 2 et le bloc 1.It is advisable to maintain the thrust member 6 in its end-of-thrust position in order to oppose the elastic return of the deformations generated in the spacers 10 by said thrust and to preserve the high value and the identity of the forces. anchoring carried out between the different strands 2 and the block 1.

A cet effet, on loge avantageusement cet organe 6, - qui est de préférence constitué par une plaque épaisse, percée de part en part ou partiellement de trous 12 pour livrer passage aux bouts des brins 2 de façon telle que ces bouts ne viennent pas buter contre cette plaque -, à l'intérieur d'un manchon 11 fileté intérieurement solidaire du bloc 1 et on verrouille ledit organe 6 en cette position à l'aide d'un anneau 13 (fig. 2, fileté extérieurement, prenant appui axialement sur cet organe et vissé dans le manchon 11.To this end, this member 6 is advantageously housed, which is preferably constituted by a thick plate, pierced right through or partially with holes 12 to allow passage at the ends of the strands 2 so that these ends do not come to abut against this plate -, inside a sleeve 11 internally threaded integral with the block 1 and said member 6 is locked in this position using a ring 13 (fig. 2, externally threaded, bearing axially on this member and screwed into the sleeve 11.

L'effort nécessaire pour assurer ledit maintien en place est très faible par rapport à celui nécessaire pour exercer la poussée P ci-dessus.The effort required to ensure said retention in place is very low compared to that required to exert the thrust P above.

L'ensemble des éléments 1, 3, 6, 10, 11 et 13 forme une tête d'ancrage monobloc dans laquelle les différents brins 2 sont tous ancrés solidement avec des résistances identiques à l'arrachement: c'est cette tête qui sera ensuite ancrée elle-même dans les portions d'ouvrages à équiper, ce pour quoi elle présente toutes portées 14 appropriées.All of the elements 1, 3, 6, 10, 11 and 13 form a one-piece anchoring head in which the different strands 2 are all anchored securely with identical resistances to tearing: it is this head which will then be anchored itself in the portions of structures to be fitted, which is why it has all the appropriate ranges 14.

Comme il va de soi, et comme il résulte d'ailleurs déjà de ce qui précède, l'invention ne se limite nullement à ceux de ses modes d'application et de réalisation qui ont été plus particulièrement envisagés; elle en embrasse, au contraire, toutes les variantes, notamment:

  • - celles où l'on établirait un pré-ancrage entre chaque brin 2 et le bloc 1, en sollicitant axialement chaque mors 3 à l'enfoncement dans son logement 4 par l'exercice d'une tension préalable sur le brin correspondant, les ancrages assurés par poussée axiale sur les différents mors conformément à la présente invention n'étant plus alors que des compléments d'ancrage exécutés notamment à des fins de sécurité, la pièce de butée 13 ci-dessus devenant alors inutile puisqu'il n'y a plus alors de risque de retour en arrière des mors en fin de serrage,
  • - celles où le bloc dans lequel sont ancrés les différents brins 2 du câble ne serait pas constitué par un élément unique mais par plusieurs éléments superposés conformément aux enseignements du brevet FR-A-2 495 720 (8 025 757) de la demanderesse.
As goes without saying, and as it already follows from the above, the invention is in no way limited to those of its modes of application and embodiments which have been more particularly envisaged; on the contrary, it embraces all variants, in particular:
  • - those where a pre-anchoring would be established between each strand 2 and the block 1, by axially urging each jaw 3 to be pushed into its housing 4 by the exercise of a prior tension on the corresponding strand, the anchors ensured by axial thrust on the different jaws in accordance with the present invention then being no more than additional anchoring executed in particular for security purposes, the abutment piece 13 above then becoming useless since there is no more then the risk of the jaws going backwards at the end of tightening,
  • - those where the block in which the different strands 2 of the cable are anchored would not be constituted by a single element but by several superimposed elements in accordance with the teachings of patent FR-A-2,495,720 (8,025,757) to the applicant.

Claims (10)

1. Device for anchoring a cable with multiple strands (2) comprising a block (1) in which these strands are anchored individually by radially clamping about each strand a split truncated cone shaped jaw (3) surrounding this strand and housed in a complementary recess (4) of the block, a single thrust member (6) disposed axially opposite the different jaws (3) and a plurality of spacers (10) each interposed axially between said member (6) and a jaw (3) about the strand portion (2) clamped by this jaw, said spacers (10) being identical to each other, characterized in that the spacers (10) are formed from a metal or an alloy whose deformation/stress characteristic has a long plastic flow plateau and are dimensioned so that at the end of the thrust, deformation of each of them has reached, but not exceeded, the plastic flow stage thereof.
2. Anchorage device according to claim 1, characterized in that the spacers (10) are rings.
3. Anchorage device according to claim 2, characterized in that the rings (10) are tubular sections.
4. Device according to claim 1, characterized in that the spacers (10) are formed from soft steel.
5. Anchorage device according to any one of the preceding claims, characterized in that a stop (13) rigidly connected to the anchorage block (1) is held against the thrust member (6) itself applied against the spacers (10), so as to prevent it from moving away from said block.
6. Device according to claim 5, characterized in that the stop (13) is an externally threaded ring screwed into an internally threaded sleeve (11) containing the thrust member (6) and integral with the anchorage block (1).
7. Process for forming an anchoraqe device for a cable with multiple strands (2) according to any one of the preceding claims, device comprising a block (1) in which these strands are anchored individually by radially clamping about each strand a split truncated cone shaped jaw (3) surrounding this strand and housed in a complementary recess (4) of the block, a single thrust member (6) disposed axially opposite the different jaws (3) and a plurality of spacers (10) each interposed axially between said member (6) and a jaw (3) about the strand portion (2) clamped by this jaw, characterized by the succession of the following steps:
- the corresponding metal spacer (10) is placed axially opposite each jaw (3), about the strand portion (12) projecting from this jaw, said spacers being identical to each other, formed from a metal or an alloy whose deformation /stress characteristic has a long plastic flow plateau,
- then the thrust member (6) is placed axially opposite the whole of the spacers (10),
- and finally the anchorage thrust (P) is applied to the member (6), said spacers being dimensioned so that at the end of the thrust, deformation of each of them has reached, but not exceeded, the plastic flow stage thereof.
8. Process according to claim 7, characterized in that, after the anchorage thrust (P) has been exerted on the member (6), this latter is locked in its end of travel position.
9. Process according to any one of the claims 7 and 8, characterized in that the anchorage thrust (P) is given a value such that the axial thrust (p) exerted on each jaw (3) is greater than the maximum tension likely to be exerted on the corresponding strand (2) during service.
10. Process according to any one of the claims 7 to 9, characterized in that, before the thrust (P) has been exerted on the spacers (10), pre- anchorage is provided between each strand (2) and the block (1) by axially urging each jaw (3) to penetrate into its housing (4) by exerting a previous tension on the corresponding strand.
EP85401172A 1984-06-27 1985-06-13 Cable anchoring devices and their manufacturing methods Expired EP0166651B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT85401172T ATE44572T1 (en) 1984-06-27 1985-06-13 ROPE ANCHORAGE DEVICES AND PROCESSES FOR THEIR MANUFACTURE.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8410158 1984-06-27
FR8410158A FR2566864B1 (en) 1984-06-27 1984-06-27 IMPROVEMENTS IN CABLE ANCHORING DEVICES AND THEIR METHODS OF ESTABLISHMENT

Publications (3)

Publication Number Publication Date
EP0166651A2 EP0166651A2 (en) 1986-01-02
EP0166651A3 EP0166651A3 (en) 1986-12-17
EP0166651B1 true EP0166651B1 (en) 1989-07-12

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EP85401172A Expired EP0166651B1 (en) 1984-06-27 1985-06-13 Cable anchoring devices and their manufacturing methods

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US (1) US4628649A (en)
EP (1) EP0166651B1 (en)
JP (1) JPH0639830B2 (en)
AT (1) ATE44572T1 (en)
DE (1) DE3571473D1 (en)
ES (1) ES8608647A1 (en)
FR (1) FR2566864B1 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2582335B1 (en) * 1985-05-24 1987-08-14 Gtm Ets Sa DEVICE FOR ANCHORING AN END OF AT LEAST ONE LIVE CABLE OR BAR, PARTICULARLY FOR STRUCTURAL CONCRETE STRUCTURE.
EP0606820B1 (en) * 1993-01-11 1997-03-12 VSL International AG Anchoring device for at least one tension member in a sleeve and installation method for the anchoring device
US5890684A (en) * 1997-03-24 1999-04-06 Stewart; Troy Duncan Electrical connector apparatus and method for stranded cable
US6220902B1 (en) 1999-05-13 2001-04-24 Unit Electrical Engineering Ltd. Method and apparatus for connecting an object to a device
FR2822177B1 (en) * 2001-03-15 2004-04-30 Freyssinet Int Stup ANCHORING DEVICE FOR PRE-STRESS ARMATURES, PRE-STRESS SYSTEM INCLUDING THE DEVICE, AND APPROPRIATE REINFORCEMENT
ES2317743B1 (en) * 2006-06-30 2010-02-05 Tecnicas Del Pretensado Y Servicios Auxiliares, S.L. SEALING SYSTEM FOR ANCHORAGES IN BRIDGES BRIDGED.
CN103527711A (en) * 2012-07-05 2014-01-22 河南信宇石油机械制造股份有限公司 Belt end self-tightening device
CN111453643B (en) * 2019-10-30 2021-06-08 杭州德创能源设备有限公司 Lifting machine

Family Cites Families (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB900231A (en) * 1957-10-04 1962-07-04 Henry Anderson Spencer Means for controlling axial loads on bolts or the like
FR1403335A (en) * 1964-07-22 1965-06-18 Cable Covers Ltd Clamping device for subjecting cables to tension
CH444441A (en) * 1965-09-16 1967-09-30 Losinger Ag Device for tensioning and anchoring several tendons that together form a tensioning cable
US3524228A (en) * 1968-07-09 1970-08-18 William F Kelly Anchor for post-tensioning prestressed concrete
US3820832A (en) * 1969-03-12 1974-06-28 A Brandestini Anchoring device for wire strands in prestressed concrete structures
CH527348A (en) * 1970-05-25 1972-08-31 Brandestini Antonio Method for tensioning and anchoring the wires of a tension wire bundle
CH534786A (en) * 1971-10-21 1973-03-15 Brandestini Antonio Device for tensioning and anchoring wires or strands
CA973334A (en) * 1971-11-15 1975-08-26 Robert W. Shorter Post-stressing of reinforced concrete structures
CH550909A (en) * 1972-10-16 1974-06-28 Bureau Bbr Ltd DEVICE FOR ANCHORING WIRE OR STRAND.
US4061073A (en) * 1977-01-28 1977-12-06 Caterpillar Tractor Co. Controllably deformable fastener assembly
DE7723697U1 (en) * 1977-07-29 1978-02-16 Philipp Holzmann Ag, 6000 Frankfurt RETAINING DEVICE FOR TENDON ANCHORAGE WEDGES
JPS5481635U (en) * 1977-11-22 1979-06-09
DE2911437A1 (en) * 1979-03-23 1980-10-09 Falkner Horst Prestressed concrete sectioned structure stress members coupling - involves anchoring wires in existing anchor plate with wedges already built in
IT1166000B (en) * 1979-09-28 1987-04-29 Romualdo Macchi PROCESS AND EQUIPMENT FOR TENSIONING OF THE TREES, FOR PRECOMPRESSED CONCRETE STRUCTURE
DE8002044U1 (en) * 1980-01-26 1980-04-30 Dyckerhoff & Widmann Ag, 8000 Muenchen Wedge anchorage for a tendon in a concrete component
SU897998A1 (en) * 1980-04-17 1982-01-15 Предприятие П/Я А-1940 Device for securing reinforcements with anchorage heads
SU912077A1 (en) * 1980-09-05 1982-03-15 Опытно-Конструкторское Бюро При Сибирском Ордена Трудового Красного Знамени Научно-Исследовательском Институте Сельского Хозяйства Vibrational soil ripper

Also Published As

Publication number Publication date
EP0166651A3 (en) 1986-12-17
US4628649A (en) 1986-12-16
JPS6153947A (en) 1986-03-18
FR2566864B1 (en) 1986-12-26
ATE44572T1 (en) 1989-07-15
ES8608647A1 (en) 1986-07-16
FR2566864A1 (en) 1986-01-03
ES544303A0 (en) 1986-07-16
EP0166651A2 (en) 1986-01-02
DE3571473D1 (en) 1989-08-17
JPH0639830B2 (en) 1994-05-25

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