EP0338924A1 - Cable anchoring devices - Google Patents
Cable anchoring devices Download PDFInfo
- Publication number
- EP0338924A1 EP0338924A1 EP89401091A EP89401091A EP0338924A1 EP 0338924 A1 EP0338924 A1 EP 0338924A1 EP 89401091 A EP89401091 A EP 89401091A EP 89401091 A EP89401091 A EP 89401091A EP 0338924 A1 EP0338924 A1 EP 0338924A1
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- EP
- European Patent Office
- Prior art keywords
- cable
- section
- shaped
- flanges
- edges
- 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
Links
- 238000004873 anchoring Methods 0.000 title claims abstract description 24
- 210000003423 ankle Anatomy 0.000 claims description 5
- 238000010276 construction Methods 0.000 description 4
- 230000001464 adherent effect Effects 0.000 description 1
- 239000004519 grease Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
- E04C5/122—Anchoring devices the tensile members are anchored by wedge-action
Definitions
- the invention relates to devices for anchoring stretched cables of generally cylindrical outline on solid masses, generally made of concrete, through which these cables pass.
- each section of cable 2 i --the index i designating the rank of the section or span considered-- must be tensioned after construction of the span 1 i which it crosses and which it is intended to reinforce, and this tension must be maintained using an anchoring device A bearing against this span and clamping the outgoing end of the section.
- the portion of the cable, which is then external to the portion of the built structure, is still relatively long and generally wound in a coil 3, so that its end is inaccessible.
- the anchoring devices according to the invention make it possible to obtain the result indicated above by their mounting "astride” on the sections of cable to be anchored.
- a frustoconical housing for a split frustoconical jaw capable of surrounding and tightening a section of the cable to be anchored and they are essentially characterized in that they comprise a U-shaped body suitable for overlap said section, body whose wings are extended by edges directed towards one another, and a pin suitable for being housed in the U-shaped opening of said body so as to bear against the edges of its wings, l 'the whole body and ankle being drawn so as to define the frustoconical housing.
- an anchoring device To implement such an anchoring device, it is placed around the section of cable exiting the structure, - that is to say in the immediate vicinity of this structure so as to bear axially against it -
- the desired anchoring then being carried out by tightening the jaw radially around the cable section by axial biasing of this jaw in the direction of the structure, the narrowed portion of said jaw being arranged axially on the side of this structure.
- the U-shaped body is extended at one of its axial ends by a transverse base split at right angles to the U-shaped opening of said body and ribs are interposed between this body and the base so as to oppose any enlargement of said U-shaped opening
- - the mutual bearing faces of the ankle and the edges of the wings of the U-shaped body extend along a surface shaped so that the overall pressure exerted by the ankle on each edge does not stress the edges at the mutual spacing
- the shape of the bearing faces according to the preceding paragraph is such that the overall pressure exerted by the pin on each edge tends to bring the two edges together.
- 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.
- FIGS. 4 and 5 show respectively in end view and in axial section along V-V, Figure 4, an anchoring device established in accordance with the invention.
- this anchoring device is arranged so that it can be mounted astride a common portion of a prestressing cable, in order to surround and tighten this portion, which constitutes one end of a stretched section of said cable or is intended to later constitute such an end.
- This device includes: a rigid body 8 in a U suitable for radially overlapping the section of cable 2 i or 6 to be anchored, the two wings of this U being extended by flanges 9 oriented towards one another, - And a pin 12 suitable for being housed in the opening of the U formed by the body 8 by bearing against the internal faces of the flanges 9.
- the body 8 is extended by a transverse base 10 for pressure distribution split at the right of the opening of said body and it is reinforced by ribs 11 connecting the base to the body.
- two of the ribs 11 bear respectively on the roots of the flanges 9 so as to oppose their mutual spacing.
- the body 8 and the pin 12 are designed so as to define together a frustoconical internal housing 13 for a split frustoconical jaw 14, the small diameter end of this housing being located on the side of the base 10.
- each of these faces generally extends along a cylindrical surface whose generatrices are parallel to the axis of the section to be anchored and whose directrix is: - either a line segment perpendicular to the median plane M of the U defined by the body 8, - Or a section inclined on the straight line above, as visible in FIG. 4, that is to say drawn so that the resultant R of the clamping pressure exerted on said section, resultant oriented perpendicularly to this section towards the corresponding rim 9, is directed towards the plane M which has just been defined and not in the opposite direction.
- the jaw 14 is composed in a manner known per se three identical keys together defining a cylindrical internal face suitable for contiguously surrounding the section of cable to be anchored.
- An anchoring device is then placed without its ankle straddling the portion of the section to be anchored, just protruding axially outside the sole 15, and the base 10 of this device is applied against this sole.
- this jaw 14 are chosen such that its large base projects axially out of said housing at the end of its introduction.
- a thrust device arranged so as to be able to overlap the strand, of the cable in question, leaving the structure.
- such a thrust device bears axially in two opposite directions respectively on the cable 2 and on the structure 1 armed by this cable, by means of the jaw 14 and of the body-ankle assembly 8-12, and said device comprises for example two parallel jacks arranged on either side of said cable, jacks joined together by split frames overlapping the cable.
- the pushing device bears in two opposite directions on the two faces in manhole, of the hopper, which are crossed by the tensioned cable to cut or more precisely on the jaws 14 of two anchoring devices mounted in the immediate vicinity of these two faces, and this device advantageously comprises a play of at least two corners able to slide transversely against each other and split so as to overlap the section 6, their mutual transverse movements being controlled by an appropriate jack.
- This device has a certain number of advantages compared to those previously known and in particular that of being able to be very easily mounted astride a section of cable to be anchored whose free end is not accessible for the threading of an annular piece.
- the proposed anchoring devices can be recovered as and when the advancement of the fact that successive tensioning of the contiguous strands 2 i of the cable 2 results in equalization of tensions on either side of the anchoring devices previously put in place, which makes it possible to loosen the jaws 14 correspondents: it is then enough to release these jaws axially, then the pin 12 - if, as it is supposed, the space available is sufficient for this purpose - to make possible the radial release of the body 8.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
- Ropes Or Cables (AREA)
- Suspension Of Electric Lines Or Cables (AREA)
- Installation Of Indoor Wiring (AREA)
- Communication Cables (AREA)
- Cable Accessories (AREA)
- Reinforcement Elements For Buildings (AREA)
- Bridges Or Land Bridges (AREA)
- Electric Cable Installation (AREA)
Abstract
Description
L'invention est relative aux dispositifs pour ancrer des câbles tendus de contour général cylindrique sur des massifs, généralement en béton, traversés par ces câbles.The invention relates to devices for anchoring stretched cables of generally cylindrical outline on solid masses, generally made of concrete, through which these cables pass.
Elle a pour but, surtout, de rendre ces dispositifs tels qu'ils puissent être utilisés même avec des câbles dont le tronçon sortant du massif et saisi pour l'ancrage ne présente pas d'extrémité libre se prêtant à un enfilage axial simple d'éléments d'ancrage annulaires sur lui.It aims, above all, to make these devices such that they can be used even with cables, the section of which comes out of the block and gripped for anchoring does not have a free end suitable for simple axial threading of annular anchors on it.
C'est par exemple le cas dans les constructions à l'avancement d'ouvrages précontraints schématisés en 1 sur la figure 1, ouvrages qui sont formés d'une pluralité de travées 1₁,1₂,... fabriquées successivement de proche en proche et armées respectivement par divers tronçons successifs 2₁,2₂,... d'un même câble de précontrainte continu 2 : chaque tronçon de câble 2i --l'indice i désignant le rang du tronçon ou de la travée considérée-- doit être tendu après construction de la travée 1i qu'il traverse et qu'il est destiné à renforcer, et cette tension doit être maintenue à l'aide d'un dispositif d'ancrage A prenant appui contre cette travée et serrant l'extrémité sortante du tronçon. Or la portion, du câble, qui est alors extérieure à la portion d'ouvrage construite, est encore relativement longue et généralement enroulée en une bobine 3, de sorte que son extrémité est inaccessible.This is for example the case in constructions with the advancement of prestressed structures shown diagrammatically at 1 in FIG. 1, structures which are formed from a plurality of
C'est également le cas pour l'établissement d'une ouverture ou trémie T --visible respectivement en plan sur la figure 2 et en coupe verticale partielle sur la figure 3-- dans une dalle en béton D armée par des câbles de précontrainte 4 d'un type non-adhérent, c'est-à-dire logés avec interposition de graisse dans des gaines 5, dans le but par exemple d'installer dans une telle ouverture une cage d'ascenseur ou d'escalier : les portions 6, de ces câbles 4, qui traversent l'ouverture T doivent pouvoir être supprimées sans pour autant que leurs portions 7 demeurant à l'intérieur de la dalle soient dégagées hors de cette dalle ni même détendues au risque d'affaiblir ladite dalle.This is also the case for the establishment of an opening or hopper T - visible respectively in plan in Figure 2 and in partial vertical section in Figure 3 - in a concrete slab D reinforced by
Les dispositifs d'ancrage selon l'invention permettent d'obtenir le résultat indiqué ci-dessus par leur montage "à cheval" sur les tronçons de câble à ancrer.The anchoring devices according to the invention make it possible to obtain the result indicated above by their mounting "astride" on the sections of cable to be anchored.
A cet effet ils présentent, d'une façon connue en soi, un logement tronconique pour un mors tronconique fendu propre à entourer et serrer un tronçon du câble à ancrer et ils sont essentiellement caractérisés en ce qu'ils comprennent un corps en U propre à chevaucher ledit tronçon, corps dont les ailes sont prolongées par des rebords dirigés l'un vers l'autre, et une cheville propre à être logée dans l'ouverture en U dudit corps de façon à prendre appui contre les rebords de ses ailes, l'ensemble du corps et de la cheville étant dessiné de façon à définir le logement tronconique.For this purpose, they present, in a manner known per se, a frustoconical housing for a split frustoconical jaw capable of surrounding and tightening a section of the cable to be anchored and they are essentially characterized in that they comprise a U-shaped body suitable for overlap said section, body whose wings are extended by edges directed towards one another, and a pin suitable for being housed in the U-shaped opening of said body so as to bear against the edges of its wings, l 'the whole body and ankle being drawn so as to define the frustoconical housing.
Pour mettre en oeuvre un tel dispositif d'ancrage, on le met en place autour du tronçon de câble sortant de l'ouvrage, -- c'est-à-dire à proximité immédiate de cet ouvrage de façon à prendre appui axialement contre lui--, par un chevauchement radial dudit tronçon par le corps en U suivi des introductions axiales de la cheville et du mors, l'ancrage désiré étant ensuite réalisé en serrant radialement le mors autour du tronçon de câble par sollicitation axiale de ce mors en direction de l'ouvrage, la portion rétrécie dudit mors étant disposée axialement du côté de cet ouvrage.To implement such an anchoring device, it is placed around the section of cable exiting the structure, - that is to say in the immediate vicinity of this structure so as to bear axially against it - By a radial overlap of said section by the U-shaped body followed by the axial introductions of the dowel and the jaw, the desired anchoring then being carried out by tightening the jaw radially around the cable section by axial biasing of this jaw in the direction of the structure, the narrowed portion of said jaw being arranged axially on the side of this structure.
Dans des modes de réalisation préférés, on a recours en outre à l'une et/ou à l'autre des dispositions suivantes :
- le corps en U est prolongé à l'une de ses extrémités axiales par un socle transversal fendu au droit de l'ouverture en U dudit corps et des nervures sont interposées entre ce corps et le socle de façon à s'opposer à tout élargissement de ladite ouverture en U,
- les faces d'appui mutuelles de la cheville et des rebords des ailes du corps en U s'étendent selon une surface conformée de façon telle que la pression globale exercée par la cheville sur chaque rebord ne sollicite pas les rebords à l'écartement mutuel,
- la forme des faces d'appui selon l'alinéa précédent est telle que la pression globale exercée par la cheville sur chaque rebord tende à rapprocher mutuellement les deux rebords.In preferred embodiments, use is also made of one and / or the other of the following arrangements:
- the U-shaped body is extended at one of its axial ends by a transverse base split at right angles to the U-shaped opening of said body and ribs are interposed between this body and the base so as to oppose any enlargement of said U-shaped opening,
- the mutual bearing faces of the ankle and the edges of the wings of the U-shaped body extend along a surface shaped so that the overall pressure exerted by the ankle on each edge does not stress the edges at the mutual spacing ,
- The shape of the bearing faces according to the preceding paragraph is such that the overall pressure exerted by the pin on each edge tends to bring the two edges together.
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 figures 4 et 5 d'une manière bien entendu non limitative.In what follows, a preferred embodiment of the invention will be described with reference to FIGS. 4 and 5 in a non-limiting manner, of course.
Ces figures 4 et 5 montrent respectivement en vue en bout et en coupe axiale selon V-V, figure 4, un dispositif d'ancrage établi conformément à l'invention.These Figures 4 and 5 show respectively in end view and in axial section along V-V, Figure 4, an anchoring device established in accordance with the invention.
D'une façon générale, ce dispositif d'ancrage est agencé de façon à pouvoir être monté à cheval sur une portion courante d'un câble de précontrainte, en vue d'entourer et de serrer fortement cette portion, laquelle constitue une extrémité d'un tronçon tendu dudit câble ou est destinée à constituer ultérieurement une telle extrémité.In general, this anchoring device is arranged so that it can be mounted astride a common portion of a prestressing cable, in order to surround and tighten this portion, which constitutes one end of a stretched section of said cable or is intended to later constitute such an end.
Ce dispositif comprend :
- un corps rigide 8 en U propre à chevaucher radialement le tronçon de câble 2i ou 6 à ancrer, les deux ailes de cet U étant prolongées par des rebords 9 orientés l'un vers l'autre,
- et une cheville 12 propre à être logée dans l'ouverture de l'U formé par le corps 8 en prenant appui contre les faces internes des rebords 9.This device includes:
a rigid body 8 in a U suitable for radially overlapping the section of
- And a
Le corps 8 est prolongé par un socle transversal 10 de répartition de pression fendu au droit de l'ouverture dudit corps et il est renforcé par des nervures 11 reliant le socle au corps.The body 8 is extended by a
Comme visible sur la figure 4, deux des nervures 11 prennent appui respectivement sur les racines des rebords 9 de façon à s'opposer à leur écartement mutuel.As visible in FIG. 4, two of the
Le corps 8 et la cheville 12 sont dessinés de façon à définir ensemble un logement interne tronconique 13 pour un mors tronconique fendu 14, l'extrémité de petit diamètre de ce logement se trouvant du côté du socle 10.The body 8 and the
En outre, les faces d'appui mutuelles de la cheville 12 contre les rebords 9 sont dessinées de façon telle que la pression globale exercée par la cheville sur chaque rebord, lors du serrage du câble par le mors, n'ait pas tendance à écarter ces rebords l'un de l'autre.In addition, the mutual bearing faces of the
A cet effet, chacune de ces faces s'étend généralement selon une surface cylindrique dont les génératrices sont parallèles à l'axe du tronçon à ancrer et dont la directrice est :
- soit un segment de droite perpendiculaire au plan médian M de l'U défini par le corps 8,
- soit un tronçon incliné sur le segment de droite ci-dessus, ainsi que visible sur la figure 4, c'est-à-dire dessiné de façon telle que la résultante R de la pression de serrage exercée sur ledit tronçon, résultante orientée perpendiculairement à ce tronçon vers le rebord 9 correspondant, soit dirigée vers le plan M qui vient d'être défini et non pas dans le sens opposé.To this end, each of these faces generally extends along a cylindrical surface whose generatrices are parallel to the axis of the section to be anchored and whose directrix is:
- either a line segment perpendicular to the median plane M of the U defined by the body 8,
- Or a section inclined on the straight line above, as visible in FIG. 4, that is to say drawn so that the resultant R of the clamping pressure exerted on said section, resultant oriented perpendicularly to this section towards the
Le mors 14 est composé d'une façon connue en soi de trois clavettes identiques définissant ensemble une face interne cylindrique propre à entourer jointivement le tronçon de câble à ancrer.The
La mise en oeuvre de ce dispositif d'ancrage est la suivante.The implementation of this anchoring device is as follows.
On commence par dénuder de sa gaine 5 le tronçon (2,4) à ancrer, si celui-ci était initialement gainé, après quoi l'on dégraisse le tronçon ainsi dénudé si nécessaire.We start by stripping from its
Puis on rapporte une semelle 15 en béton de calage et d'étanchéité sur la face externe de l'ouvrage (1,D) qui est traversée par le tronçon à ancrer et qui est destinée à servir de portée d'ancrage.Then a
On place ensuite un dispositif d'ancrage sans sa cheville à cheval sur la portion, du tronçon à ancrer, faisant juste saillie axialement en dehors de la semelle 15, et l'on applique le socle 10 de ce dispositif contre cette semelle.An anchoring device is then placed without its ankle straddling the portion of the section to be anchored, just protruding axially outside the sole 15, and the
On introduit ensuite axialement :
- la cheville 12 entre le tronçon de câble chevauché par le dispositif d'ancrage et les rebords 9 de ce dispositif,
- puis les clavettes constitutives du mors fendu 14 dans le logement annulaire formé entre le tronçon de câble et les faces tronconiques en regard du dispositif d'ancrage de façon telle que ledit mors 14 entoure ledit tronçon.Then, axially:
the
- Then the keys constituting the
Les dimensions de ce mors 14 sont choisies telles que sa grande base déborde axialement hors dudit logement à la fin de son introduction.The dimensions of this
Il suffit alors d'appliquer contre cette grande base une poussée axiale P pour assurer l'ancrage désiré.It then suffices to apply an axial thrust P against this large base to ensure the desired anchoring.
On fait appel à cet effet à un appareil de poussée agencé de façon à pouvoir chevaucher le brin, du câble considéré, sortant de l'ouvrage.For this purpose, use is made of a thrust device arranged so as to be able to overlap the strand, of the cable in question, leaving the structure.
Selon un mode de réalisation applicable aux constructions à l'avancement qui ont été schématisées sur la figure 1, un tel appareil de poussée prend appui axialement selon deux sens opposés respectivement sur le câble 2 et sur l'ouvrage 1 armé par ce câble, par l'intermédiaire du mors 14 et de l'ensemble corps-cheville 8-12, et ledit appareil comprend par exemple deux vérins parallèles disposés de part et d'autre dudit câble, vérins réunis entre eux par des armatures fendues chevauchant le câble.According to an embodiment applicable to constructions in progress which have been shown diagrammatically in FIG. 1, such a thrust device bears axially in two opposite directions respectively on the
Selon un autre mode de réalisation applicable à la suppression d'un tronçon de câble tendu 6 traversant une trémie T, telle qu'illustrée sur les figures 2 et 3, l'appareil de poussée prend appui selon deux sens opposés sur les deux faces en regard, de la trémie, qui sont traversées par le câble tendu à couper ou plus précisément sur les mors 14 de deux dispositifs d'ancrage montés à proximité immédiate de ces deux faces, et cet appareil comprend avantageusement un jeu d'au moins deux coins propres à glisser transversalement l'un contre l'autre et fendus de façon à chevaucher le tronçon 6, leurs déplacements transversaux mutuels étant commandés par un vérin approprié.According to another embodiment applicable to the removal of a stretch of stretched
En suite de quoi, et quel que soit le mode de réalisation adopté, on obtient finalement un dispositif d'ancrage de câble dont la constitution et la mise en oeuvre résultent suffisamment de ce qui précède.As a result of this, and whatever the embodiment adopted, a cable anchoring device is finally obtained, the constitution and implementation of which result sufficiently from the above.
Ce dispositif présente un certain nombre d'avantages par rapport à ceux antérieurement connus et en particulier celui de pouvoir être très facilement monté à cheval sur un tronçon de câble à ancrer dont l'extrémité libre n'est pas accessible pour l'enfilage d'une pièce annulaire.This device has a certain number of advantages compared to those previously known and in particular that of being able to be very easily mounted astride a section of cable to be anchored whose free end is not accessible for the threading of an annular piece.
On peut noter également que, dans le cas des constructions à l'avancement, les dispositifs d'ancrage proposés peuvent être récupérés au fur et à mesure de l'avancement du fait que les mises sous tension successives des brins contigus 2i du câble 2 se traduisent par des égalisations de tensions de part et d'autre des dispositifs d'ancrage précédemment mis en place, ce qui rend possible le desserrage des mors 14 correspondants : il suffit alors de dégager axialement ces mors, puis la cheville 12 --si, comme il est supposé, la place disponible est suffisante à cet effet-- pour rendre possible le dégagement radial du corps 8.It can also be noted that, in the case of constructions during advancement, the proposed anchoring devices can be recovered as and when the advancement of the fact that successive tensioning of the
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 is obvious, and as already follows from the foregoing, 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 (4)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT89401091T ATE76144T1 (en) | 1988-04-20 | 1989-04-19 | ANCHORING DEVICES FOR CABLES. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8805225A FR2630481B1 (en) | 1988-04-20 | 1988-04-20 | IMPROVEMENTS ON CABLE ANCHORING DEVICES |
FR8805225 | 1988-04-20 |
Publications (2)
Publication Number | Publication Date |
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EP0338924A1 true EP0338924A1 (en) | 1989-10-25 |
EP0338924B1 EP0338924B1 (en) | 1992-05-13 |
Family
ID=9365486
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP89401091A Expired - Lifetime EP0338924B1 (en) | 1988-04-20 | 1989-04-19 | Cable anchoring devices |
Country Status (7)
Country | Link |
---|---|
US (1) | US4976078A (en) |
EP (1) | EP0338924B1 (en) |
AT (1) | ATE76144T1 (en) |
DE (1) | DE68901489D1 (en) |
ES (1) | ES2030984T3 (en) |
FR (1) | FR2630481B1 (en) |
GR (1) | GR3004675T3 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE69210396T2 (en) * | 1992-06-24 | 1996-11-28 | Molex Inc | Modular electrical connector |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE801407C (en) * | 1948-10-02 | 1951-01-04 | Deutsche Bundesbahn | Anchoring structure of pre-stressed steel inserts in prestressed concrete bodies |
GB1142103A (en) * | 1966-07-02 | 1969-02-05 | Held & Franke Bauag | Improvements in and relating to couplings for tensile members in prestressed concrete units |
US4480369A (en) * | 1982-02-22 | 1984-11-06 | Sanders Nicholas A | Gripping tool |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2245316A (en) * | 1938-08-31 | 1941-06-10 | Alfred J Amsler | Clamping chuck |
US2217560A (en) * | 1939-08-07 | 1940-10-08 | Joseph H M Michon | Adjusting mechanism for piercing punches |
US2804674A (en) * | 1952-06-16 | 1957-09-03 | Long Construction Company | Double head reinforcing rod for pre-stress concrete |
US2834081A (en) * | 1955-08-26 | 1958-05-13 | Jr Charles W Stump | Rod fastener |
US3405490A (en) * | 1967-01-10 | 1968-10-15 | Robert R. La Marr | Anchor structure for posttensioned tendons |
SU697667A1 (en) * | 1978-05-26 | 1979-11-15 | Научно-Исследовательский Институт Бетона И Железобетона Госстроя Ссср | Gripper for tensioning reinforcing members |
-
1988
- 1988-04-20 FR FR8805225A patent/FR2630481B1/en not_active Expired - Lifetime
-
1989
- 1989-04-19 ES ES198989401091T patent/ES2030984T3/en not_active Expired - Lifetime
- 1989-04-19 AT AT89401091T patent/ATE76144T1/en not_active IP Right Cessation
- 1989-04-19 EP EP89401091A patent/EP0338924B1/en not_active Expired - Lifetime
- 1989-04-19 DE DE8989401091T patent/DE68901489D1/en not_active Expired - Lifetime
- 1989-04-20 US US07/341,014 patent/US4976078A/en not_active Expired - Fee Related
-
1992
- 1992-05-22 GR GR920400996T patent/GR3004675T3/el unknown
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE801407C (en) * | 1948-10-02 | 1951-01-04 | Deutsche Bundesbahn | Anchoring structure of pre-stressed steel inserts in prestressed concrete bodies |
GB1142103A (en) * | 1966-07-02 | 1969-02-05 | Held & Franke Bauag | Improvements in and relating to couplings for tensile members in prestressed concrete units |
US4480369A (en) * | 1982-02-22 | 1984-11-06 | Sanders Nicholas A | Gripping tool |
Also Published As
Publication number | Publication date |
---|---|
US4976078A (en) | 1990-12-11 |
FR2630481A1 (en) | 1989-10-27 |
EP0338924B1 (en) | 1992-05-13 |
FR2630481B1 (en) | 1992-04-24 |
DE68901489D1 (en) | 1992-06-17 |
ATE76144T1 (en) | 1992-05-15 |
GR3004675T3 (en) | 1993-04-28 |
ES2030984T3 (en) | 1992-11-16 |
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