EP0227546A2 - Devices for stressing tendons before anchoring - Google Patents

Devices for stressing tendons before anchoring Download PDF

Info

Publication number
EP0227546A2
EP0227546A2 EP86402826A EP86402826A EP0227546A2 EP 0227546 A2 EP0227546 A2 EP 0227546A2 EP 86402826 A EP86402826 A EP 86402826A EP 86402826 A EP86402826 A EP 86402826A EP 0227546 A2 EP0227546 A2 EP 0227546A2
Authority
EP
European Patent Office
Prior art keywords
tie rod
jaw
ribbons
traction
jaws
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.)
Granted
Application number
EP86402826A
Other languages
German (de)
French (fr)
Other versions
EP0227546A3 (en
EP0227546B1 (en
Inventor
Pierre Jartoux
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Freyssinet International STUP SA
Original Assignee
Freyssinet International STUP SA
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Freyssinet International STUP SA filed Critical Freyssinet International STUP SA
Priority to AT86402826T priority Critical patent/ATE62970T1/en
Publication of EP0227546A2 publication Critical patent/EP0227546A2/en
Publication of EP0227546A3 publication Critical patent/EP0227546A3/en
Application granted granted Critical
Publication of EP0227546B1 publication Critical patent/EP0227546B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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
    • E04G21/121Construction of stressing jacks

Definitions

  • the invention relates to the tensioning of tie rods, a first end of which has been previously anchored on a first anchoring span of a rigid structure.
  • Such structures are for example made of concrete, in which case the tie rods ensure the prestressing of this concrete by post-tensioning.
  • the structures in question could also be of any other type, and in particular suspension bridges, the tie rods of which would then constitute the shrouds.
  • the invention relates more particularly, among the tensioning devices of the kind in question, those for which the grip of the end of tensioning rod is ensured by provisional tightening of a jaw whose jaws overlap this end, said tightening being generated using a cylinder supplied with a pressurized fluid.
  • each jaw is applied to the tie rod by means of an externally threaded and split core radially surrounding this tie rod and cooperating with an internally threaded sleeve forming part of the fixed or mobile element of the jack.
  • This core is mounted so as to move axially with the tie rod in short strokes to cause it to be tightened and loosened radially.
  • the object of the invention is, above all, to remedy this drawback.
  • the traction devices according to the invention are essentially characterized in that the provisional clamping pressure of each jaw is applied to the tie rod by jaws which can be moved exclusively in transverse directions relative to the jack element on which this jaw is mounted.
  • Each jaw is a wedge having on the one hand a face oriented parallel to the axis of the tie rod, face capable of being applied transversely against this tie rod and on the other hand an opposite oblique face suitable for cooperating by sliding with a complementary part mounted so that it can move parallel to the axis of the tie rod
  • the tie rod is constituted by a bundle of parallel flat ribbons and each clamping jaw comprises a rigid plate pierced with an opening traversed by said bundle of ribbons, a plurality of rigid plates each having a central portion interposed contiguously between two successive ribbons and two portions projecting transversely beyond these ribbons and resting on the plate, two prismatic jaws arranged on either side of the wafer-ribbon assembly and each having a flat face applied against a ribbon and an opposite oblique face, the oblique faces of the two corners being oriented so as to converge in the direction away from the structure, a
  • 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.
  • Figure 1 of these drawings shows in schematic longitudinal section a tensioning device established according to the invention in its rest state.
  • Figures 2, 3 and 4 show the same device in schematic longitudinal half-section in respectively three stages of its operation.
  • the tie rod 1 to be tensioned is constituted by a bundle of parallel flat ribbons 2 each formed for example by a steel strip or by an element made of composite material (material comprising a matrix of plastic material reinforced by continuous parallel fibers), as taught by the patent cited above.
  • the tensioning device under consideration comprises a platform 6 hollowed out at its center by an opening 7 itself traversed by the tie rod 1, said platform being supported at a certain distance above the block 3 by a base 8.
  • a traction cylinder V1 comprises a cylinder 9 with a vertical axis secured to the platform 6 and a piston 10, the rod 11 of which opens vertically above this cylinder 9.
  • the latter is supplied with compressed fluid by intake and exhaust pipes or vice versa 12,13.
  • the rod 11 is extended at its top by a rigid horizontal plate 14 itself pierced by a central opening 15 crossed by the tie rod 1.
  • the platform 6 and the plate 14 each carry a jaw 20.30 suitable for gripping the tie rod 1 at the corresponding level.
  • Each of these jaws 20.30 includes: a plurality of plates 21, 31 each comprising a central portion interposed contiguously between two strips 2 and two overhanging end portions resting on the corresponding plate 6 or 14, two prismatic corners 22, 32 each having a flat face applied contiguously against a strip 2 and an opposite oblique face, the oblique faces of the two corners converging upwards, - a frame 23,33 having two sides conforming to clean corners to slide against the oblique faces of the above corners so as to exert a horizontal clamping force on the latter and on the stacks of ribbons and plates which they frame when a trapping force is applied vertically downwards on this frame, - And a clamping cylinder V2, V3 capable of generating such a force and comprising a cylinder 24, 34 of vertical axis secured to the corresponding plate 6 or 14 and a piston 25, 35 whose rod 26, 36 is secured to the frame concerned 23.33.
  • Each clamping cylinder V2, V3 is supplied with pressurized fluid by intake and exhaust pipes or vice versa 27,37; 28.38.
  • the mutual contact surfaces of the wafers and tapes, their coefficient of mutual friction (preferably increased by roughening the surfaces of the wafers and possibly hardening them by heat treatment) and the force of the horizontal tightening of the tapes against the wafers must be sufficient to prevent any sliding of the ribbons relative to the plates when a longitudinal tension is exerted on these ribbons in the manner which will be specified below.
  • this high jaw 30 is raised by activating the traction cylinder V1, which causes its rod 11 to rise upwards, and this until its maximum extension, as shown in FIG. 2, which gives the tensioner a first tension T1.
  • this upper jaw 30 has again returned to its low position, it is tightened again so that it in turn takes over from the lower jaw 20 for maintaining the tension T1 in the tie 1: this lower jaw 20 can then be loosened and the cycle described above can be completely repeated.
  • the control of these successive cycles is advantageously made automatic by making the tool comprise an appropriate pressurized fluid distributor and a device suitable for measuring the tension applied to the tie rod 1 by the traction cylinder during each active operating phase of this jack corresponding to the progressive exit of its rod 11.
  • the tensioned tie rod 1 is anchored on block 3 in any desirable manner.
  • a jaw 40 similar to those described above, that is to say comprising: intermediate plates 41 each having a central portion interposed contiguously between the ribbons 2 and two transversely overhanging end portions resting on the block 3, - two prismatic corners 42, a frame 43 capable of interacting with the corners 42, - And a cylinder V4 itself comprising a cylinder 44 integral with the encroachment 8 and a piston 45 extended downwards by a rod 46 adapted to bear against the frame 43, said cylinder V4 being served by intake pipes and discharge of pressurized fluid 47,48.
  • the anchoring is then carried out by activating the cylinder V4 in the direction which irreversibly biases the frame 43 downwards.
  • This anchoring could be achieved in any other desirable way, for example by tightening the tie rod 1 between two rigid bars urged towards each other using high strength bolt-nut systems, all of these bars and of these systems framing the stack of ribbons 2 and interlacing plates 41 to be tightened.
  • the anchoring thus described takes over from the two clamping jaws 20 and 30 for maintaining the tension T in the tie rod 1 so that these two jaws can be loosened (FIG. 4), then release the set of tensioning tools, which can be used to tension another tie rod.
  • This device has many advantages over those previously known and, in particular, the following: - the various tightenings exerted by the jaws on the tie rods implement exclusively transverse displacements of the jaws applied to these tie rods, which excludes any recoil and relaxation of said tie rods during these tightenings: the maximum value of traction obtained at the end of each stroke of the traction cylinder can thus be maintained, the gripping jaws can be easily loosened during successive cycles and the desired tension T can be applied with precision to the tie 1 because of the total independence which exists between this tension and the clamping forces of said gripping jaws, - by playing on the obliquity of the mutually coagulating flat faces of the corners and of the frames, it is possible to adjust at will the jamming forces to be developed by each of the cylinders V2, V3 and V4 to generate determined clamping forces and particular to obtain relatively low values for these forces.
  • the invention is not limited in no way to those of its modes of application and embodiments which have been more especially envisaged; on the contrary, it embraces all variants thereof, in particular those in which the tie rod is not in the form of parallel ribbons, but in that of cylindrical cables or strands, the clamping jaws then comprising radially split jaws of revolution surrounding said cables or strands, said jaws being hollowed out by a cylindrical bore, externally bounded by a frustoconical surface, and adapted to interact with complementary frustoconical housings hollowed out in axially movable rings.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Piles And Underground Anchors (AREA)
  • Clamps And Clips (AREA)
  • Vehicle Body Suspensions (AREA)
  • Jib Cranes (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Ropes Or Cables (AREA)
  • Hand Tools For Fitting Together And Separating, Or Other Hand Tools (AREA)
  • Warping, Beaming, Or Leasing (AREA)
  • Knitting Machines (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

For stressing the second end of a tendon (1) whose first end is already anchored on a first bearing surface of a rigid structure (5), with a view to anchoring this second end on a second bearing surface (3) of the said structure after stressing of the said tendon, use is made of a device comprising a longitudinal stressing jack (V1) whose stationary element (9) is capable of bearing on the second bearing surface (3), a first temporary clamping jaw (30) of the above second end, which jaw is integral with the axially movable element (10, 11) of the jack, and a second temporary clamping jaw (20) of the abovementioned second end, which jaw is integral with the fixed element (9) of the jack. The two jaws work in succession in order to grip the tendon to be stressed during the to-and-fro action of the stressing jack and the clamping pressure of their jaws (32, 22) is applied to the tendon in exclusively transverse directions. <IMAGE>

Description

L'invention concerne la mise sous tension des tirants dont une première extrémité a été préalablement ancrée sur une première portée d'ancrage d'un ouvrage rigide.The invention relates to the tensioning of tie rods, a first end of which has been previously anchored on a first anchoring span of a rigid structure.

Elle concerne plus précisément les dispositifs pour exercer une traction sur la seconde extrémité d'un tel tirant en vue de son ancrage sur une seconde portée d'ancrage de l'ouvrage rigide, après mise sous tension dudit tirant, de façon à solliciter en permanence les deux portées l'une vers l'autre.It relates more precisely to the devices for exerting traction on the second end of such a tie rod for its anchoring on a second anchoring seat of the rigid structure, after tensioning said tie rod, so as to permanently urge both carried towards each other.

De tels ouvrages sont par exemple constitués en béton, cas dans lequel les tirants assurent la pré­contrainte de ce béton par post-tension.Such structures are for example made of concrete, in which case the tie rods ensure the prestressing of this concrete by post-tensioning.

Les ouvrages en question pourraient également être de tout autre type, et notamment des ponts suspen­dus dont les tirants constitueraient alors les haubans.The structures in question could also be of any other type, and in particular suspension bridges, the tie rods of which would then constitute the shrouds.

L'invention concerne plus particulièrement, par­mi les dispositifs de mise en tension du genre en ques­tion, ceux pour lesquels la prise de l'extrémité de tirant à tendre est assurée par serrage provisoire d'une mâchoire dont les mors chevauchent cette extrémité, le­dit serrage étant engendré à l'aide d'un vérin alimenté par un fluide sous pression.The invention relates more particularly, among the tensioning devices of the kind in question, those for which the grip of the end of tensioning rod is ensured by provisional tightening of a jaw whose jaws overlap this end, said tightening being generated using a cylinder supplied with a pressurized fluid.

Avec ces dispositifs de mise en tension connus, on commence par serrer la mâchoire autour d'une portion, de l'extrémité de tirant à tendre, située du côté, de la portée d'ancrage correspondante, eloigné de l'ouvrage, puis on éloigne la mâchoire ainsi serrée de ladite por­tée d'ancrage jusqu'a obtention de la tension désirée dans le tirant, après quoi on ancre le tirant tendu sur la portée et on desserre et dégage la mâchoire.With these known tensioning devices, one begins by clamping the jaw around a portion, from the end of the tensioning rod, situated on the side, of the corresponding anchoring span, away from the structure, then move the jaw thus tightened away from said anchoring seat until the desired tension is obtained in the tie rod, after which the tensioned tie rod is anchored on the seat and the jaw is loosened and released.

Lorsque le tirant à tendre est relativement long, la course d'ancrage sus-indiquée entre la mâchoire et la portée d'ancrage est elle-même relativement grande et, comme les efforts de traction à engendrer sont alors eux-mêmes relativement élevés, on est obligé d'avoir re­cours à des outillages de traction particulièrement en­combrants, lourds et difficiles à mettre en oeuvre, ce qui peut constituer un inconvénient majeur, en particu­lier lorsque la traction doit être exécutée sur place, en des lieux souvent difficilement accessibles.When the tension rod is relatively long, the above-mentioned anchor stroke between the jaw and the anchoring range is itself relatively large and, as the tensile forces to be generated are then themselves relatively high, it is necessary to have recourse to traction tools which are particularly bulky, heavy and difficult to implement. work, which can constitute a major drawback, in particular when traction must be carried out on site, in places that are often difficult to access.

Pour écarter cet inconvénient, il a déjà été proposé de faire comprendre aux dispositifs de traction du genre en question, en plus d'une première mâchoire de serrage provisoire de tirant elle-même montée sur l'élé­ment axialement mobile d'un vérin longitudinal de trac­tion dont l'élément fixe est propre à prendre appui sur la portée d'ancrage, une seconde mâchoire de serrage provisoire de tirant montée sur l'élément fixe du vérin de traction, ces mâchoires et ce vérin étant actionna­bles par des fluides sous pression et des moyens étant prévus pour commander automatiquement de façon répéti­tive le cycle des admissions et échappements de fluide permettant d'assurer la traction désirée du tirant par reprises successives.To overcome this drawback, it has already been proposed to make traction devices of the kind in question understand, in addition to a first provisional clamping jaw pulling itself mounted on the axially movable element of a longitudinal cylinder traction, the fixed element of which is capable of bearing on the anchoring surface, a second temporary tightening jaw of the tie rod mounted on the fixed element of the traction cylinder, these jaws and this cylinder being actuated by fluids under pressure and means being provided for automatically repetitively controlling the cycle of admissions and escapements of fluid making it possible to ensure the desired traction of the tie rod by successive recoveries.

Dans le mode de réalisation qui a été proposé pour un tel dispositif, la pression de serrage provisoi­re de chaque mâchoire est appliquée sur le tirant au moyen d'un noyau fileté extérieurement et fendu radiale­ment entourant ce tirant et coopérant avec un manchon fileté intérieurement faisant partie de l'élément fixe ou mobile du vérin.In the embodiment which has been proposed for such a device, the provisional clamping pressure of each jaw is applied to the tie rod by means of an externally threaded and split core radially surrounding this tie rod and cooperating with an internally threaded sleeve forming part of the fixed or mobile element of the jack.

Ce noyau est monté de façon a se déplacer axia­lement avec le tirant selon de faibles courses pour pro­voquer ses serrages et desserrages radiaux.This core is mounted so as to move axially with the tie rod in short strokes to cause it to be tightened and loosened radially.

En d'autres termes, après chaque phase de trac­tion exercée sur le tirant, il est nécessaire de faire reculer et donc de détendre ce tirant pour assurer le serrage subséquent de la mâchoire solidaire de l'élément fixe du vérin, ce qui réduit d'autant la traction exer­cée et ne peut être admis pour l'exercice d'efforts de traction élevés.In other words, after each phase of traction exerted on the tie rod, it is necessary to roll back and therefore to relax this tie rod to ensure the subsequent clamping of the jaw secured to the element. fixed cylinder, which reduces all the traction exerted and can not be admitted for the exercise of high tensile forces.

L'invention a pour but, surtout, de remédier à cet inconvénient.The object of the invention is, above all, to remedy this drawback.

A cet effet les dispositifs de traction selon l'invention sont essentiellement caractérisés en ce que la pression de serrage provisoire de chaque mâchoire est appliquée sur le tirant par des mors déplaçables exclu­sivement selon des directions transversales par rapport à l'élément de vérin sur lequel cette mâchoire est mon­tée.To this end, the traction devices according to the invention are essentially characterized in that the provisional clamping pressure of each jaw is applied to the tie rod by jaws which can be moved exclusively in transverse directions relative to the jack element on which this jaw is mounted.

Dans des modes de réalisation préférés, on a re­cours en outre à l'une et/ou à l'autre des dispositions suivantes :
- chaque mors est un coin présentant d'une part une face orientée parallèlement à l'axe du tirant, face suscep­tible d'être appliquée transversalement contre ce ti­rant et d'autre part une face opposée oblique propre à coopérer par glissement avec une pièce complémentaire montée de façon à pouvoir se déplacer parallèlement à l'axe du tirant,
- le tirant est constitué par un faisceau de rubans plats parallèles et chaque mâchoire de serrage com­prend une plaque rigide percée d'une ouverture traver­sée par ledit faisceau de rubans, une pluralité de plaquettes rigides présentant chacune une portion cen­trale interposée jointivement entre deux rubans suc­cessifs et deux portions débordant transversalement au-delà de ces rubans et reposant sur la plaque, deux mors prismatiques disposés de part et d'autre de l'en­semble plaquettes-rubans et présentant chacun une face plane appliquée contre un ruban et une face oblique opposée, les faces obliques des deux coins étant orientées de façon à converger dans le sens qui s'é­loigne de l'ouvrage, un cadre entourant les coins et présentant deux côtés conformés de façon à glisser contre ces coins et à serrer l'ensemble coins-pla­quettes-rubans quand il est sollicité vers l'ouvrage, et un vérin dont l'élément fixe est solidaire de la plaque et dont l'élément mobile, déplaçable parallèle­ment aux rubans, est solidaire du cadre.
In preferred embodiments, use is also made of one and / or the other of the following arrangements:
- Each jaw is a wedge having on the one hand a face oriented parallel to the axis of the tie rod, face capable of being applied transversely against this tie rod and on the other hand an opposite oblique face suitable for cooperating by sliding with a complementary part mounted so that it can move parallel to the axis of the tie rod,
the tie rod is constituted by a bundle of parallel flat ribbons and each clamping jaw comprises a rigid plate pierced with an opening traversed by said bundle of ribbons, a plurality of rigid plates each having a central portion interposed contiguously between two successive ribbons and two portions projecting transversely beyond these ribbons and resting on the plate, two prismatic jaws arranged on either side of the wafer-ribbon assembly and each having a flat face applied against a ribbon and an opposite oblique face, the oblique faces of the two corners being oriented so as to converge in the direction away from the structure, a frame surrounding the corners and having two sides shaped so as to slide against these corners and to tighten the wedge-wafer-ribbons assembly when it is biased towards the structure, and a jack whose fixed element is integral with the plate and whose mobile element , movable parallel to the ribbons, is integral with the frame.

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 en coupe longitudinale schématique un dispositif de mise sous tension établi selon l'invention en son état de repos.Figure 1 of these drawings shows in schematic longitudinal section a tensioning device established according to the invention in its rest state.

Les figures 2, 3 et 4 montrent le même disposi­tif en demi-coupe longitudinale schématique en respecti­vement trois étapes de son fonctionnement.Figures 2, 3 and 4 show the same device in schematic longitudinal half-section in respectively three stages of its operation.

Dans l'exemple illustré, le tirant 1 à mettre sous tension est constitué par un faisceau de rubans plats parallèles 2 formés chacun par exemple par un feuillard d'acier ou par un élément en matériau compo­site (matériau comprenant une matrice en matière plas­tique armée par des fibres continues parallèles), ainsi qu'il a été enseigné par le brevet cité ci-dessus.In the example illustrated, the tie rod 1 to be tensioned is constituted by a bundle of parallel flat ribbons 2 each formed for example by a steel strip or by an element made of composite material (material comprising a matrix of plastic material reinforced by continuous parallel fibers), as taught by the patent cited above.

On se propose de mettre sous tension le tirant 1 considéré en vue de son ancrage sur un bloc rigide 3 percé d'une ouverture 4 et porté par un ouvrage 5 en bé­ton déjà pris.It is proposed to tension the tie rod 1 considered for its anchoring on a rigid block 3 pierced with an opening 4 and carried by a concrete structure 5 already taken.

Pour simplifier la description qui suit, on sup­posera que l'extrémité à ancrer du câble 1 débouche ver­ticalement vers le haut au-dessus de l'ouvrage en béton.To simplify the description which follows, it will be assumed that the end to be anchored of the cable 1 opens vertically upwards above the concrete structure.

Mais toute autre orientation serait bien entendu envisageable sans sortir du cadre de l'invention : on peut même observer qu'en pratique c'est l'orientation horizontale qui est la plus courante pour les extrémités de tirants à ancrer.But any other orientation would of course be possible without departing from the scope of the invention: can even observe that in practice it is the horizontal orientation which is most common for the ends of tie rods to be anchored.

Le dispositif de tension considéré comporte une plate-forme 6 évidée en son centre par une ouverture 7 elle-même traversée par le tirant 1, ladite plate-forme étant supportée à une certaine distance au-dessus du bloc 3 par un piétement 8.The tensioning device under consideration comprises a platform 6 hollowed out at its center by an opening 7 itself traversed by the tie rod 1, said platform being supported at a certain distance above the block 3 by a base 8.

Un vérin de traction V₁ comprend un cylindre 9 d'axe vertical solidaire de la plate-forme 6 et un pis­ton 10 dont la tige 11 débouche verticalement au-dessus de ce cylindre 9.A traction cylinder V₁ comprises a cylinder 9 with a vertical axis secured to the platform 6 and a piston 10, the rod 11 of which opens vertically above this cylinder 9.

Ce dernier est desservi en fluide comprimé par des canalisations d'admission et d'échappement ou inver­sement 12,13.The latter is supplied with compressed fluid by intake and exhaust pipes or vice versa 12,13.

La tige 11 est prolongée à son sommet par une platine rigide horizontale 14 elle-même percée par une ouverture centrale 15 traversée par le tirant 1.The rod 11 is extended at its top by a rigid horizontal plate 14 itself pierced by a central opening 15 crossed by the tie rod 1.

La plate-forme 6 et la platine 14 portent cha­cune une mâchoire 20,30 propre à saisir le tirant 1 au niveau correspondant.The platform 6 and the plate 14 each carry a jaw 20.30 suitable for gripping the tie rod 1 at the corresponding level.

Chacune de ces mâchoires 20,30 comprend :
- une pluralité de plaquettes 21,31 comportant chacune une portion centrale intercalée jointivement entre deux rubans 2 et deux portions terminales débordantes reposant sur la plaque correspondante 6 ou 14,
- deux coins prismatiques 22,32 présentant chacun une face plane appliquée jointivement contre un ruban 2 et une face oblique opposée, les faces obliques des deux coins convergeant vers le haut,
- un cadre 23,33 présentant deux côtés conformes en coins propres à glisser contre les faces obliques des coins ci-dessus de façon à exercer un effort de serra­ge horizontal sur ces derniers et sur les empilages de rubans et plaquettes qu'ils encadrent lorsqu'une force de coincement est appliquée verticalement vers le bas sur ce cadre,
- et un vérin de serrage V₂, V₃ propre à engendrer une telle force et comprenant un cylindre 24,34 d'axe ver­tical solidaire de la plaque correspondante 6 ou 14 et un piston 25,35 dont la tige 26,36 est solidaire du cadre concerné 23,33.
Each of these jaws 20.30 includes:
a plurality of plates 21, 31 each comprising a central portion interposed contiguously between two strips 2 and two overhanging end portions resting on the corresponding plate 6 or 14,
two prismatic corners 22, 32 each having a flat face applied contiguously against a strip 2 and an opposite oblique face, the oblique faces of the two corners converging upwards,
- a frame 23,33 having two sides conforming to clean corners to slide against the oblique faces of the above corners so as to exert a horizontal clamping force on the latter and on the stacks of ribbons and plates which they frame when a trapping force is applied vertically downwards on this frame,
- And a clamping cylinder V₂, V₃ capable of generating such a force and comprising a cylinder 24, 34 of vertical axis secured to the corresponding plate 6 or 14 and a piston 25, 35 whose rod 26, 36 is secured to the frame concerned 23.33.

Chaque vérin de serrage V₂, V₃ est desservi en fluide sous pression par des canalisations d'admission et d'échappement ou inversement 27,37 ; 28,38.Each clamping cylinder V₂, V₃ is supplied with pressurized fluid by intake and exhaust pipes or vice versa 27,37; 28.38.

Les surfaces de contact mutuel plaquettes-­rubans, leur coefficient de frottement mutuel (de pré­férence augmenté en rendant rugueuses les surfaces des plaquettes et en les durcissant éventuellement par trai­tement thermique) et la force du serrage horizontal des rubans contre les plaquettes doivent être suffisants pour empêcher tout glissement des rubans par rapport aux plaquettes lorsqu'une tension longitudinale est exercée sur ces rubans de la manière qui va être précisée ci-­après.The mutual contact surfaces of the wafers and tapes, their coefficient of mutual friction (preferably increased by roughening the surfaces of the wafers and possibly hardening them by heat treatment) and the force of the horizontal tightening of the tapes against the wafers must be sufficient to prevent any sliding of the ribbons relative to the plates when a longitudinal tension is exerted on these ribbons in the manner which will be specified below.

La construction de l'ensemble des vérins V₁, V₂ et V₃ est de révolution autour de l'axe vertical du faisceau de rubans 2 : seuls ces rubans, les plaquettes, les coins et les cadres affectent des formes autres qu'annulaires.The construction of all the cylinders V₁, V₂ and V₃ is of revolution around the vertical axis of the bundle of ribbons 2: only these ribbons, the plates, the corners and the frames have shapes other than annular.

Pour mettre sous tension le tirant 1, on procède comme suit.To tension the tie rod 1, proceed as follows.

Initialement tous les vérins se trouvent en leur position "rentrée", c'est-à-dire pour laquelle la tige du piston est rentrée au maximum, vers le bas pour le vérin V₁ et vers le haut pour les vérins V₂ et V₃ (figu­re 1).Initially all the cylinders are in their "retracted" position, that is to say for which the piston rod is retracted as far as possible, down for the cylinder V₁ and up for the cylinders V₂ and V₃ (figure 1).

On commence par serrer la mâchoire haute 30 au­tour du tirant 1 en activant le vérin de serrage V₃, ce qui abaisse le piston 35 et applique fermement le cadre 33 sur les coins 32.We start by tightening the upper jaw 30 around the tie rod 1 by activating the clamping cylinder V₃, which lowers the piston 35 and firmly applies the frame 33 to the corners 32.

Puis on élève cette mâchoire haute 30 en acti­vant le vérin de traction V₁, ce qui fait sortir sa tige 11 vers le haut, et ce jusqu'à son extension maximum, comme représenté sur la figure 2, ce qui confère au ti­rant une première tension T₁.Then this high jaw 30 is raised by activating the traction cylinder V₁, which causes its rod 11 to rise upwards, and this until its maximum extension, as shown in FIG. 2, which gives the tensioner a first tension T₁.

On serre alors la mâchoire basse 20, de niveau constant, autour du tirant 1 en activant le vérin de serrage V₂, ce qui abaisse le piston 25 ainsi que sa tige 26 et que le cadre 23 porté par cette dernière.Then tightens the lower jaw 20, of constant level, around the tie rod 1 by activating the clamping cylinder V₂, which lowers the piston 25 as well as its rod 26 and the frame 23 carried by the latter.

A partir de l'instant où ladite mâchoire basse 20 est serrée, celle-ci peut prendre le relais de la mâ­choire haute pour le maintien de la tension T₁ dans le tirant 1.From the moment when said lower jaw 20 is tightened, the latter can take over from the upper jaw for maintaining the tension T₁ in the tie rod 1.

On peut alors sans risque de relâchement de cette tension :
- desserrer la mâchoire haute 30 en désactivant le vérin V₃, ce qui relève son piston 35,
- puis desactiver le vérin de traction V₁, ce qui abais­se le piston 10 ainsi que la mâchoire haute 30 qu'il supporte, en rentrant la tige 11 dans le cylindre 9 (figure 3).
We can then safely release this tension:
- loosen the upper jaw 30 by deactivating the cylinder V₃, which raises its piston 35,
- Then deactivate the traction cylinder V₁, which lowers the piston 10 as well as the upper jaw 30 which it supports, by returning the rod 11 into the cylinder 9 (Figure 3).

Une fois cette mâchoire haute 30 parvenue à nou­veau en sa position basse, on la serre à nouveau de fa­çon qu'elle prenne à son tour le relais de la mâchoire basse 20 pour le maintien de la tension T₁ dans le ti­rant 1 : cette mâchoire basse 20 peut alors être desser­rée et le cycle décrit ci-dessus peut être intégralement répété.Once this upper jaw 30 has again returned to its low position, it is tightened again so that it in turn takes over from the lower jaw 20 for maintaining the tension T₁ in the tie 1: this lower jaw 20 can then be loosened and the cycle described above can be completely repeated.

Chaque nouvel actionnement du vérin de traction V₁ confère au tirant 1 un complément de traction.Each new actuation of the traction cylinder V₁ gives the tie rod 1 additional traction.

Le cycle ci-dessus est répété jusqu'à ce que le tirant 1 soit soumis à la valeur totale de traction dé­sirée T, la course parcourue par le piston de traction 10 lors du dernier cycle pouvant être seulement une fraction de sa course totale.The above cycle is repeated until the tie rod 1 is subjected to the desired total traction value T, the stroke traveled by the traction piston 10 during the last cycle may be only a fraction of its total stroke.

La commande de ces cycles successifs est avanta­geusement rendue automatique en faisant comprendre à l'outillage un distributeur de fluide sous pression approprié et un appareil propre à mesurer la tension appliquée sur le tirant 1 par le vérin de traction lors de chaque phase active de fonctionnement de ce vérin correspondant à la sortie progressive de sa tige 11.The control of these successive cycles is advantageously made automatic by making the tool comprise an appropriate pressurized fluid distributor and a device suitable for measuring the tension applied to the tie rod 1 by the traction cylinder during each active operating phase of this jack corresponding to the progressive exit of its rod 11.

Lorsque la valeur finale de traction T est atteinte, on ancre sur le bloc 3 le tirant tendu 1 de toute manière désirable.When the final value of traction T is reached, the tensioned tie rod 1 is anchored on block 3 in any desirable manner.

A cet effet, on a recours par exemple à une mâ­choire 40 analogue à celles décrites précédemment, c'est-à-dire comprenant :
- des plaquettes intermédiaires 41 présentant chacune une portion centrale interposée jointivement entre les rubans 2 et deux portions terminales transversalement débordantes reposant sur le bloc 3,
- deux coins prismatiques 42,
- un cadre 43 propre à coagir avec les coins 42,
- et un vérin V₄ comportant lui-même un cylindre 44 so­lidaire de l'empiètement 8 et un piston 45 prolongé vers le bas par une tige 46 propre à prendre appui contre le cadre 43, ledit vérin V₄ étant desservi par des canalisations d'admission et d'évacuation de fluide sous pression 47,48.
For this purpose, use is made, for example, of a jaw 40 similar to those described above, that is to say comprising:
intermediate plates 41 each having a central portion interposed contiguously between the ribbons 2 and two transversely overhanging end portions resting on the block 3,
- two prismatic corners 42,
a frame 43 capable of interacting with the corners 42,
- And a cylinder V₄ itself comprising a cylinder 44 integral with the encroachment 8 and a piston 45 extended downwards by a rod 46 adapted to bear against the frame 43, said cylinder V₄ being served by intake pipes and discharge of pressurized fluid 47,48.

L'ancrage est alors réalisé en activant le vérin V₄ dans le sens qui sollicite de façon irréversible le cadre 43 vers le bas.The anchoring is then carried out by activating the cylinder V₄ in the direction which irreversibly biases the frame 43 downwards.

Cet ancrage pourrait être réalisé de toute autre façon désirable, par exemple en serrant le tirant 1 entre deux barreaux rigides sollicités l'un vers l'autre à l'aide de systèmes boulons-écrous à haute résistance, l'ensemble de ces barreaux et de ces systèmes encadrant l'empilement de rubans 2 et plaquettes d'entretroisement 41 à serrer.This anchoring could be achieved in any other desirable way, for example by tightening the tie rod 1 between two rigid bars urged towards each other using high strength bolt-nut systems, all of these bars and of these systems framing the stack of ribbons 2 and interlacing plates 41 to be tightened.

L'ancrage ainsi décrit prend à son tour le re­lais des deux mâchoires de serrage 20 et 30 pour le maintien de la tension T dans le tirant 1 de sorte que l'on peut desserrer ces deux mâchoires (figure 4), puis dégager l'ensemble de l'outillage de tension, lequel peut être utilisé pour mettre en tension un autre ti­rant.The anchoring thus described in turn takes over from the two clamping jaws 20 and 30 for maintaining the tension T in the tie rod 1 so that these two jaws can be loosened (FIG. 4), then release the set of tensioning tools, which can be used to tension another tie rod.

En suite de quoi, on obtient un dispositif de mise en tension dont la constitution et le fonctionne­ment résultent suffisamment de ce qui précède.As a result, a tensioning device is obtained, the constitution and operation of which result sufficiently from the above.

Ce dispositif présente de nombreux avantages par rapport à ceux antérieurement connus et, en particulier, les suivants :
- les différents serrages exercés par les mâchoires sur les tirants mettent en oeuvre des déplacements exclu­sivement transversaux des mors appliqués sur ces ti­rants, ce qui exclut tout recul et détente desdits tirants lors de ces serrages : la valeur maximum de traction obtenue à la fin de chaque course du vérin de traction peut ainsi être conservée,
- les mâchoires de saisie peuvent être facilement des­serrées lors des cycles successifs et la tension dési­rée T peut être appliquée avec précision au tirant 1 du fait de la totale indépendance qui existe entre cette tension et les efforts de serrage desdites mâ­choires de saisie,
- en jouant sur l'obliquité des faces planes mutuelle­ment coagissantes des coins et des cadres, il est possible d'ajuster à volonté les forces de coincement à développer par chacun des vérins V₂, V₃ et V₄ pour engendrer des efforts de serrage déterminés et en par­ticulier d'obtenir pour ces forces des valeurs relati­vement faibles.
This device has many advantages over those previously known and, in particular, the following:
- the various tightenings exerted by the jaws on the tie rods implement exclusively transverse displacements of the jaws applied to these tie rods, which excludes any recoil and relaxation of said tie rods during these tightenings: the maximum value of traction obtained at the end of each stroke of the traction cylinder can thus be maintained,
the gripping jaws can be easily loosened during successive cycles and the desired tension T can be applied with precision to the tie 1 because of the total independence which exists between this tension and the clamping forces of said gripping jaws,
- by playing on the obliquity of the mutually coagulating flat faces of the corners and of the frames, it is possible to adjust at will the jamming forces to be developed by each of the cylinders V₂, V₃ and V₄ to generate determined clamping forces and particular to obtain relatively low values for these forces.

Comme il va de soi, et comme il résulte d'ail­leurs déjà de ce qui précéde, 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, notamment celles où le tirant à tirer ne se présenterait pas sous la forme de rubans parallèles, mais sous celle de câbles ou torons cylindriques, les mâchoires de serrage compre­nant alors des mors de révolution radialement fendus entourant lesdits câbles ou torons, lesdits mors étant évidés par un alésage cylindrique, limités extérieure­ment par une surface tronconique, et propres à coagir avec des logements tronconiques complémentaires évidés dans des bagues axialement mobiles.As goes without saying, and as it already follows from the above, the invention is not limited in no way to those of its modes of application and embodiments which have been more especially envisaged; on the contrary, it embraces all variants thereof, in particular those in which the tie rod is not in the form of parallel ribbons, but in that of cylindrical cables or strands, the clamping jaws then comprising radially split jaws of revolution surrounding said cables or strands, said jaws being hollowed out by a cylindrical bore, externally bounded by a frustoconical surface, and adapted to interact with complementary frustoconical housings hollowed out in axially movable rings.

Claims (3)

1. Dispositif pour exercer une traction sur la seconde extrémité d'un tirant (1) dont la première ex­trémité est déjà ancrée sur une première portée d'an­crage d'un ouvrage rigide (5), en vue d'ancrer cette seconde extrémité sur une seconde portée d'ancrage (3) dudit ouvrage, après mise sous tension dudit tirant, comportant une première mâchoire de serrage provisoire (30) de ladite seconde extrémité, mâchoire elle-même montée sur l'élément axialement mobile (10, 11) d'un vérin longitudinal de traction (V₁) dont l'élément fixe (9) est propre à prendre appui sur la portée d'ancrage (3), et une seconde mâchoire de serrage provisoire (20) de la seconde extrémité du tirant, mâchoire montée sur l'élément fixe (9) du vérin de traction (V₁), ces mâ­choires de serrage (20,30) et ce vérin (V₁) étant actionnables par des fluides sous pression et des moyens étant prévus pour commander automatiquement de façon répétitive le cycle des admissions et échappements de fluide permettant d'assurer la traction désirée du ti­rant (1) par reprises successives, caractérisé en ce que la pression de serrage provisoire de chaque mâchoire (30, 20) est appliquée sur le tirant (1) par des mors (32,22) déplaçables exclusivement selon des directions transversales par rapport à l'élément du vérin (10,11 ; 9) sur lequel cette mâchoire est montée.1. Device for exerting traction on the second end of a tie rod (1) the first end of which is already anchored on a first anchoring surface of a rigid structure (5), in order to anchor this second end on a second anchoring seat (3) of said structure, after tensioning said tie rod, comprising a first temporary clamping jaw (30) of said second end, jaw itself mounted on the axially movable element (10, 11) a longitudinal traction cylinder (V₁), the fixed element (9) of which is capable of bearing on the anchoring surface (3), and a second temporary clamping jaw (20) of the second end of the tie rod, jaw mounted on the fixed element (9) of the traction cylinder (V₁), these clamping jaws (20.30) and this cylinder (V₁) being actuable by pressurized fluids and means being provided for automatically controlling so repetitive the cycle of admissions and escapes of fluid allowing to assure the trac desired position of the tie rod (1) by successive repeats, characterized in that the provisional clamping pressure of each jaw (30, 20) is applied to the tie rod (1) by jaws (32,22) movable exclusively in transverse directions relative to the element of the jack (10,11; 9) on which this jaw is mounted. 2. Dispositif de traction selon la revendication 1, caractérisé en ce que chaque mors (32,22) est un coin présentant d'une part une face orientée parallèlement à l'axe du tirant (1), face susceptible d'être appliquée transversalement contre ce tirant et d'autre part une face opposée oblique propre à coopérer par glissement avec une pièce complémentaire (33,23) montée de façon à pouvoir se déplacer parallèlement à l'axe du tirant.2. Traction device according to claim 1, characterized in that each jaw (32,22) is a wedge having on the one hand a face oriented parallel to the axis of the tie rod (1), face capable of being applied transversely against this tie rod and on the other hand an opposite oblique face capable of cooperating by sliding with a complementary part (33, 23) mounted so as to be able to move parallel to the axis of the tie rod. 3. Dispositif de traction selon la revendication 2, pour exercer une traction sur un tirant (1) constitué par un faisceau de rubans parallèles (2), caracté­risé en ce que chaque mâchoire de serrage (20,30) com­prend une plaque rigide (6, 14) percée d'une ouverture (7,15) traversée par ledit faisceau de rubans, une plu­ralité de plaquettes rigides (21, 31) présentant chacune une portion centrale interposée jointivement entre deux rubans successifs et deux portions débordant transversa­lement au-delà de ces rubans et reposant sur la plaque, deux mors prismatiques (22,32) disposés de part et d'autre de l'ensemble plaquettes-rubans et présentant chacun une face plane appliquée contre un ruban et une face oblique opposée, les faces obliques des deux coins étant orientées de façon à converger dans le sens qui s'éloigne de l'ouvrage (5), un cadre (23,33) entourant les coins et présentant deux côtés conformés de façon à glisser contre ces coins et à serrer l'ensemble coins-­plaquettes-rubans quand il est sollicité vers l'ouvrage, et un vérin (V₂, V₃) dont l'élément fixe (24, 34) est solidaire de la plaque et dont l'élément mobile (25,26 ; 35,36), déplaçable parallèlement aux rubans, est soli­daire du cadre.3. A traction device according to claim 2, for exerting traction on a tie rod (1) formed by a bundle of parallel ribbons (2), characterized in that each clamping jaw (20.30) comprises a rigid plate (6, 14) pierced with an opening (7.15) through which said bundle of ribbons, a plurality of rigid plates (21, 31) each having a central portion interposed contiguously between two successive ribbons and two portions projecting transversely beyond these ribbons and resting on the plate, two prismatic jaws (22,32) arranged on both sides 'other of the wafer-ribbon assembly and each having a flat face applied against a ribbon and an opposite oblique face, the oblique faces of the two corners being oriented so as to converge in the direction away from the structure (5 ), a frame (23,33) surrounding the corners and having two sides shaped so as to slide against these corners and to tighten the wedge-wafer-ribbons assembly when it is biased towards the structure, and a jack (V₂, V₃) whose fixed element (24, 34) is integral with the pla that and whose mobile element (25,26; 35.36), movable parallel to the ribbons, is integral with the frame.
EP86402826A 1985-12-16 1986-12-16 Devices for stressing tendons before anchoring Expired - Lifetime EP0227546B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT86402826T ATE62970T1 (en) 1985-12-16 1986-12-16 TENSIONING DEVICES BEFORE ANCHORING.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8518596 1985-12-16
FR8518596A FR2591643B1 (en) 1985-12-16 1985-12-16 IMPROVEMENTS ON DEVICES FOR EXERCISING A TENSION ON A TENSION BEFORE ANCHORING

Publications (3)

Publication Number Publication Date
EP0227546A2 true EP0227546A2 (en) 1987-07-01
EP0227546A3 EP0227546A3 (en) 1988-07-20
EP0227546B1 EP0227546B1 (en) 1991-04-24

Family

ID=9325828

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86402826A Expired - Lifetime EP0227546B1 (en) 1985-12-16 1986-12-16 Devices for stressing tendons before anchoring

Country Status (6)

Country Link
EP (1) EP0227546B1 (en)
JP (1) JPS62156477A (en)
AT (1) ATE62970T1 (en)
DE (1) DE3678915D1 (en)
ES (1) ES2021604B3 (en)
FR (1) FR2591643B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2650618A1 (en) * 1989-08-01 1991-02-08 Holzmann Philipp Ag METHOD AND DEVICE FOR THREADING STEEL CABLES FOR BEAM STRESS BODIES IN CONSTRAINED CONSTRAIN CHANNELS

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116119231B (en) * 2022-12-30 2024-01-30 无锡中鼎集成技术有限公司 Light stacker for storage

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1082394B (en) * 1952-08-04 1960-05-25 Fritz Leonhardt Dr Ing Device and method for anchoring rods, especially for prestressed concrete
US3090598A (en) * 1960-02-09 1963-05-21 Max Paul & Sohne Maschinenfabr Hydraulic jack for the prestressing of concrete reinforcements
FR2063477A5 (en) * 1969-10-17 1971-07-09 Marseille Grands Travaux
FR2384594A1 (en) * 1977-01-12 1978-10-20 Trouvay & Cauvin Ets EXTRACTOR FOR EXTENDED-SHAPED PARTS, IN PARTICULAR HEAT EXCHANGER TUBES
EP0098927A2 (en) * 1979-08-13 1984-01-25 RESTRA-Patentverwertung GmbH Device for anchoring the end of at least one rod of fibrous composite material used as a tensioning member in prestressed concrete constructions

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2763464A (en) * 1952-07-26 1956-09-18 Leonhardt Fritz Apparatus for anchorage of concrete reinforcements
JPS6058349B2 (en) * 1981-08-14 1985-12-19 建設基礎エンジニアリング株式会社 Tension method and equipment for PC steel materials

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1082394B (en) * 1952-08-04 1960-05-25 Fritz Leonhardt Dr Ing Device and method for anchoring rods, especially for prestressed concrete
US3090598A (en) * 1960-02-09 1963-05-21 Max Paul & Sohne Maschinenfabr Hydraulic jack for the prestressing of concrete reinforcements
FR2063477A5 (en) * 1969-10-17 1971-07-09 Marseille Grands Travaux
FR2384594A1 (en) * 1977-01-12 1978-10-20 Trouvay & Cauvin Ets EXTRACTOR FOR EXTENDED-SHAPED PARTS, IN PARTICULAR HEAT EXCHANGER TUBES
EP0098927A2 (en) * 1979-08-13 1984-01-25 RESTRA-Patentverwertung GmbH Device for anchoring the end of at least one rod of fibrous composite material used as a tensioning member in prestressed concrete constructions

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2650618A1 (en) * 1989-08-01 1991-02-08 Holzmann Philipp Ag METHOD AND DEVICE FOR THREADING STEEL CABLES FOR BEAM STRESS BODIES IN CONSTRAINED CONSTRAIN CHANNELS

Also Published As

Publication number Publication date
FR2591643A1 (en) 1987-06-19
ES2021604B3 (en) 1991-11-16
EP0227546A3 (en) 1988-07-20
FR2591643B1 (en) 1990-11-02
EP0227546B1 (en) 1991-04-24
ATE62970T1 (en) 1991-05-15
JPS62156477A (en) 1987-07-11
JPH0481028B2 (en) 1992-12-22
DE3678915D1 (en) 1991-05-29

Similar Documents

Publication Publication Date Title
EP0057622B1 (en) Hydraulic linear winch comprising a pair of self-clamping jaws assuring alternatively the clamping of the axial cable carrying the load
FR2486129A1 (en) ANCHORING FOR BEAM OF THREADED WIRES
EP0518771B1 (en) Method of and device for the reinforcement of the pressure load capacity of concrete and reinforced concrete structures
EP0227546B1 (en) Devices for stressing tendons before anchoring
FR2798409A1 (en) SYSTEM FOR CONNECTING A CABLE TO A CONSTRUCTION WORK STRUCTURE
FR2802504A1 (en) IMPROVED DEVICE FOR BALANCING A VESSEL ESPECIALLY ROLLING
EP2868829B1 (en) Method for reinforcing a timber construction element by assembling a reinforcement module placed under post-tension
EP0452216B1 (en) Machine for shear testing of specimens
US2941394A (en) Reinforcing and tensioning members for concrete structures
FR2646151A1 (en) TIGHTENING BLOCK WITH SELF-TIGHTENING JAWS, ESPECIALLY FOR A LINEAR HYDRAULIC WINCH
FR2466588A1 (en) APPARATUS FOR THE TENSIONING OF TUNES OR WIRES FOR PRECONTRATED CONCRETE STRUCTURES
CH273004A (en) Cable consisting of a set of separate metal wires and fitted with a device for fixing the wires at its ends.
FR2691737A1 (en) Improvements to devices for performing intermediate anchors on prestressing cables.
FR2886959A3 (en) Support device for building material fabrication field, has blade crossing load to be supported so as to take support on surface extending below load, where blade is activated by top of load, and support unit fixed to lower side of load
EP0322317A1 (en) Anchoring device for a stretched reinforcing element
BE819220Q (en) Concrete slab prestressing system - prestressing cables run in opposite directions
CH356261A (en) Anchoring device for steel wires, intended for a prestressed structure
FR3121456A1 (en) METHOD FOR REMOVING A REINFORCEMENT FROM A STRUCTURAL CABLE AND ASSOCIATED SYSTEM
FR2590608A1 (en) Improvements to prestressing devices or the like comprising ties
BE678742A (en)
BE501781A (en)
BE716195A (en)
BE456934A (en)
EP0434582A1 (en) Process and tool for retracting sleeves on cables from electrical power feeding overhead networks
BE501729A (en)

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE CH DE ES FR GB IT LI NL SE

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE CH DE ES FR GB IT LI NL SE

17P Request for examination filed

Effective date: 19881217

RAP3 Party data changed (applicant data changed or rights of an application transferred)

Owner name: FREYSSINET INTERNATIONAL (STUP)

17Q First examination report despatched

Effective date: 19900205

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE ES FR GB IT LI NL SE

REF Corresponds to:

Ref document number: 62970

Country of ref document: AT

Date of ref document: 19910515

Kind code of ref document: T

ITF It: translation for a ep patent filed

Owner name: JACOBACCI & PERANI S.P.A.

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)
REF Corresponds to:

Ref document number: 3678915

Country of ref document: DE

Date of ref document: 19910529

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 19931125

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 19931210

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 19931215

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 19931216

Year of fee payment: 8

Ref country code: ES

Payment date: 19931216

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 19931230

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 19931231

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 19940114

Year of fee payment: 8

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Effective date: 19941216

Ref country code: AT

Effective date: 19941216

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Effective date: 19941217

Ref country code: ES

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 19941217

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Effective date: 19941231

Ref country code: CH

Effective date: 19941231

Ref country code: BE

Effective date: 19941231

EAL Se: european patent in force in sweden

Ref document number: 86402826.1

BERE Be: lapsed

Owner name: FREYSSINET INTERNATIONAL (STUP)

Effective date: 19941231

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Effective date: 19950701

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 19941216

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 19950701

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Effective date: 19950901

EUG Se: european patent has lapsed

Ref document number: 86402826.1

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20010301

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20011218

Year of fee payment: 16

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20030901

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20051216