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EP0572315A1 - Improvements to devices for making intermediate anchors on prestressed cables - Google Patents

Improvements to devices for making intermediate anchors on prestressed cables Download PDF

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Publication number
EP0572315A1
EP0572315A1 EP93401338A EP93401338A EP0572315A1 EP 0572315 A1 EP0572315 A1 EP 0572315A1 EP 93401338 A EP93401338 A EP 93401338A EP 93401338 A EP93401338 A EP 93401338A EP 0572315 A1 EP0572315 A1 EP 0572315A1
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EP
European Patent Office
Prior art keywords
strands
cable
plates
shoes
grooves
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.)
Ceased
Application number
EP93401338A
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German (de)
French (fr)
Inventor
Carlos De La Fuente
Pierre Jartoux
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Freyssinet International STUP SA
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Freyssinet International STUP SA
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Filing date
Publication date
Application filed by Freyssinet International STUP SA filed Critical Freyssinet International STUP SA
Publication of EP0572315A1 publication Critical patent/EP0572315A1/en
Ceased 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12Mounting of reinforcing inserts; Prestressing

Definitions

  • the invention relates to concrete structures which are prestressed using cables anchored at their two ends to these structures, said cables being composed of strands or multiple wires.
  • It relates more particularly to devices which are intended to anchor on an intermediate element constituting such a structure part of the useful force of such a cable.
  • Such an intermediate anchor is for example useful during the construction of a concrete structure such as the beam 1 shown diagrammatically in FIG. 1, comprising a plurality of reinforcement crosspieces 2 separated by spaces or volumes of air 3 and prestressed by prestressing cables 4, each cable successively crossing these crosspieces and these spaces, and the crossings of the crosspieces by the cables being carried out in tubes making it possible for the cables to slide relatively relative to the concrete.
  • the two ends A and B of the cable 4 are anchored on two end spans and it may be necessary to make integral with an intermediate crosspiece, such as that designated by the reference 21, the portion, of the cable 4, next to this cross.
  • Some of the devices which have been proposed to date for ensuring such intermediate anchors essentially comprise two anchor plates each perforated by a plurality of frustoconical bores suitable for each receiving one of the strands of the cable to be anchored with interposition of two tapered jaws split at opposite convergences.
  • Such an anchoring is only applicable to a cable of rectangular overall section and it is difficult to ensure the necessary attachment both between the various strands juxtaposed transversely as between the peripheral strands and the shoes.
  • Document FR-A-1 464 818 has also proposed a device for anchoring a cable with multiple strands comprising a stack of grooved plates interposed respectively between the layers of consecutive strands, stack delimited by two end plates or clamped jaws one against the other using bolt-nut systems.
  • the object of the invention is, among other things, to eliminate the various drawbacks indicated above by making it possible in particular to carry out an intermediate anchoring on cables of circular or similar overall section, and in particular hexagonal.
  • the intermediate anchoring devices of the type in question according to the invention also comprise two shoes arranged on either side of the cable, shoes joined longitudinally, that is to say in the longitudinal direction of the cable, with the intermediate element and means for bringing the two shoes together mutually perpendicular to the longitudinal direction of the cable so as to secure them with the strands, and they are essentially characterized in that they also comprise a plurality of grooved plates arranged in parallel to each other between the different strands of strands constituting the cable so that each strand is joined contiguously in two facing grooves respectively comprised by two adjoining plates, the two shoes being applied respectively against the two end plates of the stack constituted by the various plates placed between the strands, in that the stacked set of grooved plates placed between the different strands of the cable has the general shape of a cylindrical wafer of revolution, in that the bottoms of the grooves are hollowed out by narrow longitudinal grooves so as to give the plates a certain elasticity favoring the effectiveness of their application against the strands, and
  • the invention includes, apart from these main provisions, certain other provisions which are preferably used at the same time and which will be more explicitly discussed below.
  • FIG. 1, of these drawings shows, as already indicated above, a concrete beam reinforced by a prestressing cable, an intermediate zone of this cable being anchored on an intermediate crosspiece constituting said beam, and said anchoring being executed in accordance with the invention.
  • Figure 2 shows partially and in more detail the intermediate cross member and the anchoring device figure 1.
  • FIGS. 3 and 4 show on a larger scale the same device, respectively in end view according to arrow III in FIG. 4 and in cross section according to IV-IV, FIG. 3.
  • Figures 5 and 6 finally show on an even larger scale, respectively in end view and in partial section along VI-VI, Figure 5, the grooved plates included by the above intermediate anchoring device.
  • the feet of the tie rods 10 are secured to the element 21.
  • This fastening of the feet of the tie rods 10 with the element 21 can be achieved by direct embedding of the ends of these feet in this element.
  • connection pieces R on which these feet can be assembled in an easily removable manner.
  • the heads of the tie rods 10 are threaded, pass through the jaws 8 and 9 and are secured to the latter by screwing each of these heads with two nuts 13 and 14 enclosing said jaws between them (FIG. 4).
  • transverse ridges 15 are practiced in these bottoms (FIG. 6).
  • FIGS. 3 and 5 show only a few of the grooves 16, but such grooves are preferably hollowed out at the bottom of all the grooves 7.
  • the transverse approximation of the jaws 8 and 9 is preferably carried out using an appropriate jack (not shown) and the finally obtained tight state of all of the strand plies 5 and of the plates 6 is then easily preserved by screwing of appropriate bolts 17 passing through smooth bores 18 of the jaw 8 into threaded bores 19 of the jaw 9, the pressure of the jack being released only after such a screwing.
  • Said grooved plates 6 are advantageously constituted by steel molded in lost wax, the surface of said plates preferably being hardened by a thermochemical treatment.
  • FIG. 2 also shows furs or tubular sections 20 which serve to restore the continuity of the seal between, on the one hand, the ends cut from the sheath 21 enveloping the strands 5 and, on the other hand, the jaws 8 and 9, after execution of the intermediate anchoring on the element 21.
  • the cable 4 with multiple strands 5 is put in place in the structure 1, including its two ends A and B, the element 21 being traversed with the possibility of sliding of the sheath 21 which externally delimits the cable in a tube of guide, for example metallic.
  • a small length of the cable is then released by cutting its sheath 21 in correspondence.
  • the jaws 8 and 9 are put in place, on the one hand, by covering the pancake laterally with these jaws and, on the other hand, by introducing longitudinally into them here the tie rods 10.
  • the transverse position of the latter already corresponds to a contiguous transverse application, that is to say with contact, but without clamping, between the various rigid elements intended to be clamped transversely the against each other: it is therefore not necessary to provide a possibility of transverse displacement of the jaws relative to the tie rods, the slight flexibility of these tie rods being quite sufficient to absorb by itself the very small mutual transverse displacements of the jaws due to subsequent tightening.
  • the cable 4 is then tensioned between the extreme anchoring devices A and B.
  • the intermediate anchoring device C is tightened (FIG. 1), that is to say the mutual approximation of the jaws in the manner indicated above, by successively involving the pressure d 'a jack, then tightening the bolts 17 and finally the release of the jack.
  • the desired intermediate anchoring between the stripped portion of the cable 4 and the 21 element is then achieved.
  • the intermediate anchoring device described above makes it possible to modulate the intermediate anchoring force applied at any intermediate point C of the cable 4 between the extreme limits 0 and 100% of the tension applied to this cable between its ends A and B.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

A device for anchoring, on an intermediate element (21) of a concrete structure, a part of the useful load of a prestressed cable (4) consisting of multiple strands (5). This device comprises a plurality of parallel grooved plates (6) arranged between the various layers of strands in such a way that each strand is lodged in two opposite grooves consisting respectively of two contiguous plates, the grooves being recessed by longitudinal channels, two jaws (8, 9) integral with the intermediate element and applied respectively against the end plates of the pile consisting of the plates positioned between the strands, this pile having the general shape of a cylindrical pad of revolution, and means (11) for bringing the two jaws towards each other in such a way as to clamp the layers of strands and the plates against one another. <IMAGE>

Description

L'invention concerne les ouvrages en béton qui sont précontraints à l'aide de câbles ancrés à leurs deux extrémités sur ces ouvrages, lesdits câbles étant composés de torons ou fils multiples.The invention relates to concrete structures which are prestressed using cables anchored at their two ends to these structures, said cables being composed of strands or multiple wires.

Elle vise plus particulièrement les dispositifs qui sont destinés à ancrer sur un élément intermédiaire constitutif d'un tel ouvrage une partie de l'effort utile d'un tel câble.It relates more particularly to devices which are intended to anchor on an intermediate element constituting such a structure part of the useful force of such a cable.

Un tel ancrage intermédiaire est par exemple utile lors de la construction d'un ouvrage en béton tel que la poutre 1 schématisée sur la figure 1, comprenant une pluralité de traverses de renforcement 2 séparées par des espaces ou volumes d'air 3 et précontraint par des câbles de précontrainte 4, chaque câble traversant successivement ces traverses et ces espaces, et les traversées des traverses par les câbles étant effectuées dans des tubes rendant possibles les glissements relatifs des câbles par rapport au béton.Such an intermediate anchor is for example useful during the construction of a concrete structure such as the beam 1 shown diagrammatically in FIG. 1, comprising a plurality of reinforcement crosspieces 2 separated by spaces or volumes of air 3 and prestressed by prestressing cables 4, each cable successively crossing these crosspieces and these spaces, and the crossings of the crosspieces by the cables being carried out in tubes making it possible for the cables to slide relatively relative to the concrete.

Dans un tel ouvrage, les deux extrémités A et B du câble 4 sont ancrées sur deux portées d'extrémité et il peut être requis de rendre solidaire d'une traverse intermédiaire, telle que celle désignée par la référence 2₁, la portion, du câble 4, voisine de cette traverse.In such a structure, the two ends A and B of the cable 4 are anchored on two end spans and it may be necessary to make integral with an intermediate crosspiece, such as that designated by the reference 2₁, the portion, of the cable 4, next to this cross.

Une telle solidarisation assure une répartition de la précontrainte plus apte à s'opposer aux sollicitations en service de l'ouvrage, ce qui améliore le comportement de ce dernier.Such a connection ensures a distribution of the prestress more apt to oppose the stresses in service of the structure, which improves the behavior of the latter.

Certains des dispositifs qui ont été proposés jusqu'à ce jour pour assurer de tels ancrages intermédiaires comprennent essentiellement deux plaques d'ancrage perforées chacune par une pluralité d'alésages tronconiques propres à recevoir chacun l'un des torons du câble à ancrer avec interposition de deux mors tronconiques fendus à convergences opposées.Some of the devices which have been proposed to date for ensuring such intermediate anchors essentially comprise two anchor plates each perforated by a plurality of frustoconical bores suitable for each receiving one of the strands of the cable to be anchored with interposition of two tapered jaws split at opposite convergences.

Ces dispositifs connus présentent un certain nombre d'inconvénients et en particulier les suivants :

  • leur mise en oeuvre exige un enfilage préalable individuel de chacun des torons à l'intérieur des alésages et mors d'ancrage qui lui sont affectés, ce qui est une opération longue et fastidieuse, surtout si elle doit être répétée plusieurs fois pour chaque toron,
  • le câble est fortement dilaté dans la zone d'ancrage en raison de la nécessité de placer transversalement entre les différents torons les mors et leurs logements, ce qui impose la mise en place d'organes de déviation.
These known devices have a certain number of drawbacks and in particular the following:
  • their implementation requires prior individual threading of each of the strands inside the bores and anchoring jaws assigned to it, which is a long and tedious operation, especially if it must be repeated several times for each strand,
  • the cable is greatly expanded in the anchoring zone due to the need to place the jaws and their housings transversely between the different strands, which requires the installation of deflection members.

Pour écarter ces inconvénients, il a également été proposé d'enserrer globalement la portion intermédiaire à ancrer du câble entre deux sabots extérieurs serrés transversalement l'un contre l'autre à l'aide de système boulons-écrous, lesdits sabots étant appliqués longitudinalement contre l'ouvrage par l'intermédiaire de vérins (document FR-A-1 062 743).To overcome these drawbacks, it has also been proposed to globally enclose the intermediate portion to be anchored of the cable between two outer shoes tightened transversely against one another using bolt-nut system, said shoes being applied longitudinally against the structure by means of jacks (document FR-A-1 062 743).

Un tel ancrage n'est applicable qu'à un câble de section globale rectangulaire et il est difficile d'assurer l'accrochage nécessaire aussi bien entre les différents torons juxtaposés transversalement qu'entre les torons périphériques et les sabots.Such an anchoring is only applicable to a cable of rectangular overall section and it is difficult to ensure the necessary attachment both between the various strands juxtaposed transversely as between the peripheral strands and the shoes.

Il a par ailleurs été proposé dans le document FR-A-1 464 818 un dispositif d'ancrage de câble à torons multiples comprenant un empilement de plaques rainurées interposées respectivement entre les nappes de torons consécutives, empilement délimité par deux plaques terminales ou mâchoires serrées l'une contre l'autre à l'aide de systèmes boulons-écrous.Document FR-A-1 464 818 has also proposed a device for anchoring a cable with multiple strands comprising a stack of grooved plates interposed respectively between the layers of consecutive strands, stack delimited by two end plates or clamped jaws one against the other using bolt-nut systems.

Mais ce dispositif n'est encore applicable, comme le précédent, qu'à des câbles de section globale rectangulaire et il n'est aucunement conçu pour réaliser des ancrages intermédiaires.However, this device is still applicable, like the previous one, only to cables of rectangular overall section and it is in no way designed to produce intermediate anchors.

L'invention a pour but, entre autres, de supprimer les différents inconvénients signalés ci-dessus en permettant en particulier de réaliser un ancrage intermédiaire sur des câbles de section globale circulaire ou analogue, et notamment hexagonale.The object of the invention is, among other things, to eliminate the various drawbacks indicated above by making it possible in particular to carry out an intermediate anchoring on cables of circular or similar overall section, and in particular hexagonal.

A cet effet, les dispositifs d'ancrage intermédiaire du genre en question selon l'invention comportent encore deux sabots disposés de part et d'autre du câble, sabots solidarisés longitudinalement, c'est-à-dire selon la direction longitudinale du câble, avec l'élément intermédiaire et des moyens pour rapprocher mutuellement les deux sabots perpendiculairement à la direction longitudinale du câble de façon à les solidariser avec les torons, et ils sont essentiellement caractérisés en ce qu'ils comportent en outre une pluralité de plaques rainurées disposées parallèlement les unes aux autres entre les différentes nappes de torons constituant le câble de façon telle que chaque toron soit logé jointivement dans deux rainures en regard comprises respectivement par deux plaques contiguës, les deux sabots étant appliqués respectivement contre les deux plaques d'extrémité de la pile constituée par les différentes plaques mises en place entre les torons, en ce que l'ensemble empilé des plaques rainurées mises en place entre les différents torons du câble présente la forme générale d'une galette cylindrique de révolution, en ce que les fonds des rainures sont évidés par des gorges longitudinales étroites de façon à conférer aux plaques une certaine élasticité favorisant l'efficacité de leur application contre les torons, et en ce que les faces intérieures des rainures propres à recevoir les torons sont striées transversalement de façon à réduire les possibilités de glissement longitudinal relatif entre les torons et les plaques.To this end, the intermediate anchoring devices of the type in question according to the invention also comprise two shoes arranged on either side of the cable, shoes joined longitudinally, that is to say in the longitudinal direction of the cable, with the intermediate element and means for bringing the two shoes together mutually perpendicular to the longitudinal direction of the cable so as to secure them with the strands, and they are essentially characterized in that they also comprise a plurality of grooved plates arranged in parallel to each other between the different strands of strands constituting the cable so that each strand is joined contiguously in two facing grooves respectively comprised by two adjoining plates, the two shoes being applied respectively against the two end plates of the stack constituted by the various plates placed between the strands, in that the stacked set of grooved plates placed between the different strands of the cable has the general shape of a cylindrical wafer of revolution, in that the bottoms of the grooves are hollowed out by narrow longitudinal grooves so as to give the plates a certain elasticity favoring the effectiveness of their application against the strands, and in that the internal faces of the grooves suitable for receiving the strands are transversely striated so as to reduce the possibilities of relative longitudinal sliding between the strands and the plates.

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

  • chaque sabot est solidarisé longitudinalement avec l'élément intermédiaire à l'aide d'au moins un tirant présentant un pied solidaire dudit élément et une tête filetée qui traverse le sabot et coopère avec deux écrous encadrant longitudinalement ce sabot,
  • la solidarisation entre chaque pied de tirant et l'élément intermédiaire est réalisée à l'aide d'un raccord sur lequel ledit pied est monté de façon amovible,
  • le rapprochement mutuel transversal des sabots est au moins maintenu par vissage de boulons transversaux,
  • la pression du serrage transversal exercé sur les sabots avant le vissage de maintien des boulons transversaux est réglable,
  • pour rétablir la continuité de la gaine qui délimite extérieurement le câble au niveau de la zone, de ce câble, qui est dénudée pour exécuter l'ancrage intermédiaire, on prévoit deux fourrures tubulaires entourant le câble et s'étendant chacune entre les sabots et une extrémité coupée de ladite gaine.
In preferred embodiments, use is also made of one and / or the other of the provisions following:
  • each shoe is secured longitudinally with the intermediate element using at least one tie rod having a foot secured to said element and a threaded head which passes through the shoe and cooperates with two nuts longitudinally framing this shoe,
  • the connection between each drawing foot and the intermediate element is carried out using a connector on which said foot is removably mounted,
  • the transverse mutual approximation of the hooves is at least maintained by screwing transverse bolts,
  • the pressure of the transverse tightening exerted on the shoes before the screwing to hold the transverse bolts is adjustable,
  • to restore the continuity of the sheath which externally delimits the cable at the level of the zone, of this cable, which is stripped to carry out the intermediate anchoring, two tubular furring strips are provided surrounding the cable and each extending between the shoes and a cut end of said sheath.

L'invention comprend, mises à part ces dispositions principales, certaines autres dispositions qui s'utilisent de préférence en même temps et dont il sera plus explicitement question ci-après.The invention includes, apart from these main provisions, certain other provisions which are preferably used at the same time and which will be more explicitly discussed below.

Dans ce qui suit, l'on va décrire un mode de réalisation préféré de l'invention en se référant aux dessins ci-annexés d'une manière bien entendu non limitative.In what follows, a preferred embodiment of the invention will be described with reference to the accompanying drawings in a manner which is of course not limiting.

La figure 1, de ces dessins, montre, comme déjà précédemment indiqué, une poutre en béton armée par un câble de précontrainte, une zone intermédiaire de ce câble étant ancrée sur une traverse intermédiaire constitutive de ladite poutre, et ledit ancrage étant exécuté conformément à l'invention.FIG. 1, of these drawings, shows, as already indicated above, a concrete beam reinforced by a prestressing cable, an intermediate zone of this cable being anchored on an intermediate crosspiece constituting said beam, and said anchoring being executed in accordance with the invention.

La figure 2 montre partiellement et plus en détail la traverse intermédiaire et le dispositif d'ancrage intermédiaire de la figure 1.Figure 2 shows partially and in more detail the intermediate cross member and the anchoring device figure 1.

Les figures 3 et 4 montrent à plus grande échelle le même dispositif, respectivement en vue en bout selon la flèche III de la figure 4 et en coupe transversale selon IV-IV, figure 3.FIGS. 3 and 4 show on a larger scale the same device, respectively in end view according to arrow III in FIG. 4 and in cross section according to IV-IV, FIG. 3.

Les figures 5 et 6 montrent enfin à encore plus grande échelle, respectivement en vue en bout et en coupe partielle selon VI-VI, figure 5, les plaques rainurées comprises par le dispositif d'ancrage intermédiaire ci-dessus.Figures 5 and 6 finally show on an even larger scale, respectively in end view and in partial section along VI-VI, Figure 5, the grooved plates included by the above intermediate anchoring device.

D'une façon générale, on se propose d'ancrer, sur un élément intermédiaire 2₁ d'un ouvrage en béton 1, au moins une zone intermédiaire d'un câble de précontrainte 4 destiné à être tendu entre deux points distants A et B dudit ouvrage, ledit câble étant constitué par un faisceau de torons parallèles 5, généralement torsadés, présentant une section globale hexagonale.In general, it is proposed to anchor, on an intermediate element 2₁ of a concrete structure 1, at least one intermediate zone of a prestressing cable 4 intended to be stretched between two distant points A and B of said structure, said cable being constituted by a bundle of parallel strands 5, generally twisted, having an overall hexagonal section.

A cet effet, on a recours à un dispositif qui permet de saisir la zone à fixer du câble latéralement, après mise en place de ce câble dans l'ouvrage, mais avant sa mise sous tension, sans qu'il soit aucunement nécessaire de procéder à de quelconques enfilages préablables individuels des torons constitutifs du câble dans des organes annulaires ou tubulaires de blocage.For this purpose, use is made of a device which makes it possible to grasp the area to be fixed of the cable laterally, after placing this cable in the structure, but before it is tensioned, without it being in any way necessary to proceed to any individual prewiring of the strands constituting the cable in annular or tubular blocking members.

Ce dispositif comprend :

  • une succession de plaques 6 d'entretoisement propres à être insérées transversalement et jointivement entre les nappes de torons 5 successives et évidées à cet effet sur leurs deux faces par des rainures 7 présentant des profils sensiblement complémentaires de ceux des torons 5,
  • deux mâchoires 8 et 9 propres à encadrer transversalement la pile des plaques 6 mises en place entre les torons,
  • des tirants 10 qui solidarisent longitudinalement, c'est-à-dire selon la direction longitudinale L du câble 4, les machoires avec l'élément 2₁,
  • et des moyens schématisés par les flèches 11 pour rapprocher mutuellement les mâchoires l'une de l'autre de manière à solidariser entre elles par serrage les nappes de torons 5 et les plaques 6.
This device includes:
  • a succession of bracing plates 6 suitable for being inserted transversely and contiguously between the layers of successive strands 5 and hollowed out for this purpose on their two faces by grooves 7 having profiles substantially complementary to those of the strands 5,
  • two jaws 8 and 9 suitable for transversely framing the stack of plates 6 placed between the strands,
  • tie rods 10 which join longitudinally, that is to say in the longitudinal direction L of the cable 4, jaws with element 2₁,
  • and means shown diagrammatically by the arrows 11 for bringing the jaws mutually closer to one another so as to secure the strand plies 5 and the plates 6 to one another by tightening.

Comme visible sur les figures 3 à 5, l'ensemble des plaques rainurées 6 mises en place entre les nappes de torons 5 forme une sorte de galette cylindrique de révolution et le bord de cette galette est emprisonné axialement et radialement dans une gorge annulaire 12 de profil exactement complémentaire évidé dans les mâchoires 8 et 9.As can be seen in FIGS. 3 to 5, all of the grooved plates 6 placed between the strands of strands 5 form a sort of cylindrical wafer of revolution and the edge of this wafer is trapped axially and radially in an annular groove 12 of exactly complementary profile hollowed out in jaws 8 and 9.

Les pieds des tirants 10 sont solidarisés avec l'élément 2₁.The feet of the tie rods 10 are secured to the element 2₁.

Cette solidarisation des pieds des tirants 10 avec l'élément 2₁ peut être réalisée par encastrement direct des extrémités de ces pieds dans cet élément.This fastening of the feet of the tie rods 10 with the element 2₁ can be achieved by direct embedding of the ends of these feet in this element.

Elle peut être également obtenue en raccordant lesdits pieds à des racines encastrées dans l'élément 2₁ par l'intermédiaire de pièces de raccordement R sur lesquelles ces pieds peuvent être assemblés d'une manière facilement amovible.It can also be obtained by connecting said feet to roots embedded in the element 2₁ by means of connection pieces R on which these feet can be assembled in an easily removable manner.

Quant aux têtes des tirants 10, elles sont filetées, traversent les mâchoires 8 et 9 et sont solidarisées avec ces dernières par vissage sur chacune de ces têtes de deux écrous 13 et 14 enserrant entre eux lesdites mâchoires (figure 4).As for the heads of the tie rods 10, they are threaded, pass through the jaws 8 and 9 and are secured to the latter by screwing each of these heads with two nuts 13 and 14 enclosing said jaws between them (FIG. 4).

Pour réduire les possibilités de glissement entre les fonds des rainures 7 et les torons 5 logés dans ces rainures, on pratique dans ces fonds des stries transversales 15 (figure 6).To reduce the possibility of sliding between the bottoms of the grooves 7 and the strands 5 housed in these grooves, transverse ridges 15 are practiced in these bottoms (FIG. 6).

Pour assurer une bonne application des plaques rainurées 6 contre les torons 5, on évide en outre dans les fonds des rainures 7 des gorges longitudinales étroites 16, ce qui confère auxdites plaques une certaine souplesse permettant une bonne adaptation aux tolérances diamétrales des torons.To ensure proper application of the grooved plates 6 against the strands 5, there are also hollowed out in the bottoms of the grooves 7 narrow longitudinal grooves 16, which gives said plates a certain flexibility allowing a good adaptation to tolerances. diametral strands.

Pour simplifier les dessins, on n'a représenté sur les figures 3 et 5 que quelques-unes des gorges 16, mais de telles gorges sont de préférence évidées au fond de toutes les rainures 7.To simplify the drawings, FIGS. 3 and 5 show only a few of the grooves 16, but such grooves are preferably hollowed out at the bottom of all the grooves 7.

C'est également pour simplifier les dessins que l'on n'a représenté sur les figures 3 et 5 que quelques torons 5 décomposés en leurs fils constitutifs, ici au nombre de sept, les autres torons étant schématisés par de simples cercles.It is also to simplify the drawings that have been shown in Figures 3 and 5 that a few strands 5 broken down into their constituent son, here seven in number, the other strands being shown schematically by simple circles.

Le rapprochement transversal des mâchoires 8 et 9 est réalisé de préférence à l'aide d'un vérin approprié (non représenté) et l'état serré finalement obtenu de l'ensemble des nappes de torons 5 et des plaques 6 est ensuite facilement conservé par vissage de boulons appropriés 17 traversant des alésages lisses 18 de la mâchoire 8 dans des alésages filetés 19 de la mâchoire 9, la pression du vérin n'étant relâchée qu'après un tel vissage.The transverse approximation of the jaws 8 and 9 is preferably carried out using an appropriate jack (not shown) and the finally obtained tight state of all of the strand plies 5 and of the plates 6 is then easily preserved by screwing of appropriate bolts 17 passing through smooth bores 18 of the jaw 8 into threaded bores 19 of the jaw 9, the pressure of the jack being released only after such a screwing.

Il est à noter que, en raison de la forme de "galette" cylindrique de révolution donnée à l'empilage des plaques 6 avec interposition de torons 5, le serrage des mâchoires 8 et 9 se traduit par l'exercice de forces obliques sur les flancs desdits plaques 6, ces forces étant orientées radialement par rapport à l'axe de la galette, ce qui sollicite efficacement à la fermeture les gorges étroites 16 évidées dans les fonds des rainures 7.It should be noted that, due to the shape of a cylindrical "wafer" of revolution given to the stacking of the plates 6 with interposition of strands 5, the clamping of the jaws 8 and 9 results in the exercise of oblique forces on the sides of said plates 6, these forces being oriented radially with respect to the axis of the wafer, which effectively urges the closing of the narrow grooves 16 hollowed out in the bottoms of the grooves 7.

Cette mesure assure une solidarisation très ferme entre les torons 4 et les plaques rainurées 6.This measure ensures a very firm connection between the strands 4 and the grooved plates 6.

Lesdites plaques rainurées 6 sont avantageusement constituées par de l'acier moulé en cire perdue, la surface desdites plaques étant de préférence durcie par un traitement thermochimique.Said grooved plates 6 are advantageously constituted by steel molded in lost wax, the surface of said plates preferably being hardened by a thermochemical treatment.

On voit encore sur la figure 2 des fourrures ou tronçons tubulaires 20 qui servent à rétablir la continuité de l'étanchéité entre, d'une part, les extrémités coupées de la gaine 21 enveloppant les torons 5 et, d'autre part, les mâchoires 8 et 9, après exécution de l'ancrage intermédiaire sur l'élément 2₁.FIG. 2 also shows furs or tubular sections 20 which serve to restore the continuity of the seal between, on the one hand, the ends cut from the sheath 21 enveloping the strands 5 and, on the other hand, the jaws 8 and 9, after execution of the intermediate anchoring on the element 2₁.

Pour exécuter un tel ancrage intermédiaire, on procède comme suit.To carry out such an intermediate anchoring, the procedure is as follows.

Initialement le câble 4 à torons multiples 5 est mis en place dans l'ouvrage 1, y compris ses deux extrémités A et B, l'élément 2₁ étant traversé avec possibilité de glissement de la gaine 21 qui délimite extérieurement le câble dans un tube de guidage, par exemple métallique.Initially the cable 4 with multiple strands 5 is put in place in the structure 1, including its two ends A and B, the element 2₁ being traversed with the possibility of sliding of the sheath 21 which externally delimits the cable in a tube of guide, for example metallic.

On dégage alors une petite longueur du câble en découpant sa gaine 21 en correspondance.A small length of the cable is then released by cutting its sheath 21 in correspondence.

Puis on introduit transversalement les plaques 6 entre les portions dégainées des torons 5 qui ne sont alors pas encore tendus.Then the plates 6 are introduced transversely between the stripped portions of the strands 5 which are not yet stretched.

Après avoir complété la "galette" formée par les différentes plaques 6, on met en place les mâchoires 8 et 9, d'une part, en coiffant latéralement la galette par ces mâchoires et, d'autre part, en introduisant longitudinalement dans celles-ci les tirants 10.After having completed the "pancake" formed by the various plates 6, the jaws 8 and 9 are put in place, on the one hand, by covering the pancake laterally with these jaws and, on the other hand, by introducing longitudinally into them here the tie rods 10.

La mise en place longitudinale des mâchoires sur les tirants est ensuite complétée par serrage des écrous 13 et 14.The longitudinal positioning of the jaws on the tie rods is then completed by tightening the nuts 13 and 14.

Lors de ladite mise en place des mâchoires, la position transversale de celles-ci correspond déjà à une application transversale jointive, c'est-à-dire avec contact, mais sans serrage, entre les différents éléments rigides destinés à être ultérieurement serrés transversalement les uns contre les autres : il n'est donc pas nécessaire de prévoir une possibilité de déplacement transversal des mâchoires par rapport aux tirants, la légère flexibilité de ces tirants étant tout à fait suffisante pour absorber par elle-même les très faibles déplacements transversaux mutuels des mâchoires dus au serrage ultérieur.During said positioning of the jaws, the transverse position of the latter already corresponds to a contiguous transverse application, that is to say with contact, but without clamping, between the various rigid elements intended to be clamped transversely the against each other: it is therefore not necessary to provide a possibility of transverse displacement of the jaws relative to the tie rods, the slight flexibility of these tie rods being quite sufficient to absorb by itself the very small mutual transverse displacements of the jaws due to subsequent tightening.

On met alors sous tension le câble 4 entre les dispositifs d'ancrage extrêmes A et B.The cable 4 is then tensioned between the extreme anchoring devices A and B.

Puis, cette tension étant maintenue, on procède au serrage du dispositif d'ancrage intermédiaire C (figure 1), c'est-à-dire au rapprochement mutuel des mâchoires de la manière indiquée ci-dessus, en faisant intervenir successivement la pression d'un vérin, puis le serrage des boulons 17 et enfin le dégagement du vérin.Then, this tension being maintained, the intermediate anchoring device C is tightened (FIG. 1), that is to say the mutual approximation of the jaws in the manner indicated above, by successively involving the pressure d 'a jack, then tightening the bolts 17 and finally the release of the jack.

L'ancrage intermédiaire désiré entre la portion dégainée du câble 4 et l'élément 2₁ est alors réalisé.The desired intermediate anchoring between the stripped portion of the cable 4 and the 2₁ element is then achieved.

On rétablit ensuite la continuité de l'étanchéité qui était préalablement réalisée par la gaine 21 autour de ladite portion dégainée en faisant coulisser les fourrures 20 et en scellant les extrémités de ces fourrures respectivement sur la gaine 21 et sur les mâchoires 8 et 9, après quoi l'on peut procéder à l'injection d'une cire de protection ou produit analogue à l'intérieur de la gaine 21 ainsi complétée à nouveau.Then restoring the continuity of the seal which was previously produced by the sheath 21 around said stripped portion by sliding the furs 20 and sealing the ends of these furs respectively on the sheath 21 and on the jaws 8 and 9, after what we can proceed to the injection of a protective wax or similar product inside the sheath 21 thus completed again.

Il importe de noter que le dispositif d'ancrage intermédiaire ci-dessus décrit permet de moduler l'effort d'ancrage intermédiaire appliqué en tout point intermédiaire C du câble 4 entre les limites extrêmes 0 et 100 % de la tension appliquée sur ce câble entre ses extrémités A et B.It is important to note that the intermediate anchoring device described above makes it possible to modulate the intermediate anchoring force applied at any intermediate point C of the cable 4 between the extreme limits 0 and 100% of the tension applied to this cable between its ends A and B.

Il suffit à cet effet de régler la pression du serrage transversal exercé sur les mâchoires 8 et 9 par le vérin, laquelle pression est appliquée directement aux plaques 6, sans faire appel à aucun système à coincement conique du genre de ceux habituellement prévus, dont l'efficacité dépend, d'une part, des coefficients de frottement des surfaces en contact mutuel et, d'autre part, des tolérances de fabrication.It suffices for this purpose to adjust the pressure of the transverse clamping exerted on the jaws 8 and 9 by the jack, which pressure is applied directly to the plates 6, without using any conical wedging system of the kind of those usually provided, of which the 'Efficiency depends, on the one hand, on the coefficients of friction of the surfaces in mutual contact and, on the other hand, on manufacturing tolerances.

Bien entendu, il est possible de procéder à de tels ancrages intermédiaires en plusieurs points distincts d'un même câble.Of course, it is possible to make such intermediate anchors at several distinct points on the same cable.

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 spécialement envisagés ; elle en embrasse, au contraire, toutes les variantes.As it goes without saying, and as it results from elsewhere already from the above, the invention is in no way limited to those of its modes of application and embodiments which have been more especially envisaged; on the contrary, it embraces all its variants.

Claims (6)

Dispositif pour ancrer sur un élément intermédiaire (2₁) d'un ouvrage en béton (1) une partie de l'effort utile d'un câble de précontrainte (4) composé de torons multiples (5), comportant deux sabots (8,9) disposés de part et d'autre du câble, sabots solidarisés longitudinalement, c'est-à-dire selon la direction longitudinale du câble, avec l'élément intermédiaire (2₁), et des moyens (11) pour rapprocher mutuellement les deux sabots perpendiculairement à la direction longitudinale du câble de façon à les solidariser avec les torons, caractérisé en ce qu'il comporte une pluralité de plaques rainurées (6) disposées parallèlement les unes aux autres entre les différentes nappes de torons constituant le câble de façon telle que chaque toron (5) soit logé jointivement dans deux rainures en regard (7) comprises respectivement par deux plaques contiguës, les deux sabots (8,9) étant appliqués respectivement contre les deux plaques d'extrémité de la pile constituée par les différentes plaques mises en place entre les torons, en ce que l'ensemble empilé des plaques rainurées (6) mises en place entre les différents torons (5) du câble (4) présente la forme générale d'une galette cylindrique de révolution, en ce que les fonds des rainures (7) sont évidés par des gorges longitudinales étroites (16) de façon à conférer aux plaques (6) une certaine élasticité favorisant l'efficacité de leur application contre les torons, et en ce que les faces intérieures des rainures (7) propres à recevoir les torons (5) sont striées transversalement (en 15) de façon à réduire les possibilités de glissement longitudinal relatif entre les torons et les plaques.Device for anchoring to an intermediate element (2₁) of a concrete structure (1) part of the useful force of a prestressing cable (4) composed of multiple strands (5), comprising two shoes (8,9 ) arranged on either side of the cable, shoes joined longitudinally, that is to say in the longitudinal direction of the cable, with the intermediate element (2₁), and means (11) for bringing the two shoes together perpendicular to the longitudinal direction of the cable so as to secure them with the strands, characterized in that it comprises a plurality of grooved plates (6) arranged parallel to each other between the different layers of strands constituting the cable so that each strand (5) is housed contiguously in two facing grooves (7) respectively comprised by two contiguous plates, the two shoes (8, 9) being applied respectively against the two end plates of the stack co nstituted by the different plates placed between the strands, in that the stacked assembly of grooved plates (6) placed between the different strands (5) of the cable (4) has the general shape of a cylindrical wafer of revolution, in that the bottoms of the grooves (7) are hollowed out by narrow longitudinal grooves (16) so as to give the plates (6) a certain elasticity favoring the effectiveness of their application against the strands, and in that the inner faces of the grooves (7) suitable for receiving the strands (5) are transversely striated (at 15) so as to reduce the possibilities of relative longitudinal sliding between the strands and the plates. Dispositif selon l'une quelconque des précédentes revendications, caractérisé en ce que chaque sabot (8,9) est solidarisé longitudinalement avec l'élément intermédiaire (2₁) à l'aide d'au moins un tirant (10) présentant un pied solidaire dudit élément et une tête filetée qui traverse le sabot et coopère avec deux écrous (13,14) encadrant longitudinalement ce sabot.Device according to any one of the preceding claims, characterized in that each shoe (8, 9) is secured longitudinally with the element intermediate (2₁) using at least one tie (10) having a foot integral with said element and a threaded head which passes through the shoe and cooperates with two nuts (13,14) framing this shoe longitudinally. Dispositif selon la revendication 2, caractérisé en ce que la solidarisation entre chaque pied de tirant (10) et l'élément intermédiaire (2₁) est réalisée à l'aide d'un raccord (R) sur lequel ledit pied est monté de façon amovible.Device according to claim 2, characterized in that the connection between each tie-rod (10) and the intermediate element (2₁) is carried out by means of a connector (R) on which said leg is removably mounted . Dispositif selon l'une quelconque des précédentes revendications, caractérisé en ce que le rapprochement mutuel transversal des sabots est au moins maintenu par vissage de boulons transversaux (17).Device according to any one of the preceding claims, characterized in that the transverse mutual approximation of the shoes is at least maintained by screwing transverse bolts (17). Dispositif selon la revendication 4, caractérisé en ce que la pression du serrage transversal exercé sur les sabots (8,9) avant le vissage de maintien des boulons transversaux (17) est réglable.Device according to claim 4, characterized in that the pressure of the transverse tightening exerted on the shoes (8, 9) before the screwing to hold the transverse bolts (17) is adjustable. Dispositif selon l'une quelconque des précédentes revendications, caractérisé en ce que, pour rétablir la continuité de la gaine (21) qui délimite extérieurement le câble (4) au niveau de la zone, de ce câble, qui est dénudée pour exécuter l'ancrage intermédiaire, il comprend deux fourrures tubulaires (20) entourant le câble et s'étendant chacune entre les sabots (8,9) et une extrémité coupée de ladite gaine.Device according to any one of the preceding claims, characterized in that, in order to restore the continuity of the sheath (21) which externally delimits the cable (4) at the level of the area, of this cable, which is stripped to carry out the intermediate anchor, it comprises two tubular furs (20) surrounding the cable and each extending between the shoes (8, 9) and a cut end of said sheath.
EP93401338A 1992-05-26 1993-05-25 Improvements to devices for making intermediate anchors on prestressed cables Ceased EP0572315A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9206436 1992-05-26
FR9206436A FR2691737A1 (en) 1992-05-26 1992-05-26 Improvements to devices for performing intermediate anchors on prestressing cables.

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EP0572315A1 true EP0572315A1 (en) 1993-12-01

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EP (1) EP0572315A1 (en)
JP (1) JPH06317020A (en)
FR (1) FR2691737A1 (en)
TW (1) TW235322B (en)

Cited By (4)

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Publication number Priority date Publication date Assignee Title
FR2818676A1 (en) * 2000-12-27 2002-06-28 Freyssinet Int Stup Pre-stressing cable dismantling procedure uses energy dissipation apparatus to restrict speed of cable when cut between anchor and retaining member
CN102373770A (en) * 2011-11-21 2012-03-14 华汇工程设计集团股份有限公司 Anchoring structure for end part of steel strand and anchoring method thereof
CN108221668A (en) * 2018-02-02 2018-06-29 柳州桂桥缆索有限公司 A kind of adjustable architectural engineering drag-line and its method for stretching
ES2735145A1 (en) * 2018-06-12 2019-12-16 Fcc Construccion Sa System and procedure for weaning braces by incorporation of, or replacement by, improved filling material (Machine-translation by Google Translate, not legally binding)

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Publication number Priority date Publication date Assignee Title
EP2317146B1 (en) 2008-07-25 2017-08-30 LG Electronics Inc. Oil recovery member, and motor mechanism and compressor using the same

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Publication number Priority date Publication date Assignee Title
BE512495A (en) *
GB666506A (en) * 1949-02-14 1952-02-13 Nat Res Dev Improvements relating to clamp devices
FR1062743A (en) * 1952-09-05 1954-04-27 Preload Co Method and device for prestressing bent reinforcements
FR1149476A (en) * 1955-03-21 1957-12-26 Evg Entwicklung Verwert Ges tensioning or anchoring elements and concrete reinforcing bars
FR1464818A (en) * 1965-11-24 1967-01-06 Cie Ind De Travaux Anchoring device for prestressed concrete
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GB2077343A (en) * 1980-05-24 1981-12-16 Strabag Bau Ag Anchorage devices for a bundle of tension wires
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FR2678036A1 (en) * 1991-06-20 1992-12-24 Kley France LOCKING DEVICE FOR LIVE CABLE.

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2818676A1 (en) * 2000-12-27 2002-06-28 Freyssinet Int Stup Pre-stressing cable dismantling procedure uses energy dissipation apparatus to restrict speed of cable when cut between anchor and retaining member
US6701599B2 (en) 2000-12-27 2004-03-09 Freyssinet International (Stup) Method for demounting a prestressing cable
CN102373770A (en) * 2011-11-21 2012-03-14 华汇工程设计集团股份有限公司 Anchoring structure for end part of steel strand and anchoring method thereof
CN108221668A (en) * 2018-02-02 2018-06-29 柳州桂桥缆索有限公司 A kind of adjustable architectural engineering drag-line and its method for stretching
CN108221668B (en) * 2018-02-02 2023-11-24 柳州桂桥缆索有限公司 Adjustable inhaul cable for constructional engineering and tensioning method thereof
ES2735145A1 (en) * 2018-06-12 2019-12-16 Fcc Construccion Sa System and procedure for weaning braces by incorporation of, or replacement by, improved filling material (Machine-translation by Google Translate, not legally binding)

Also Published As

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TW235322B (en) 1994-12-01
JPH06317020A (en) 1994-11-15
FR2691737A1 (en) 1993-12-03

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