EP2652201B1 - Dispositif pour ancrer une pluralité de brins de câble d'un faisceau de câble - Google Patents

Dispositif pour ancrer une pluralité de brins de câble d'un faisceau de câble Download PDF

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Publication number
EP2652201B1
EP2652201B1 EP10794966.1A EP10794966A EP2652201B1 EP 2652201 B1 EP2652201 B1 EP 2652201B1 EP 10794966 A EP10794966 A EP 10794966A EP 2652201 B1 EP2652201 B1 EP 2652201B1
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EP
European Patent Office
Prior art keywords
anchor body
guide tubes
openings
cable
guide
Prior art date
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Application number
EP10794966.1A
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German (de)
English (en)
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EP2652201A1 (fr
Inventor
Marcel Poser
Antonio Caballero
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.)
Bbr Vt International Ltd
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Bbr Vt International Ltd
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Publication date
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Publication of EP2652201A1 publication Critical patent/EP2652201A1/fr
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/14—Towers; Anchors ; Connection of cables to bridge parts; Saddle supports
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/16—Suspension cables; Cable clamps for suspension cables ; Pre- or post-stressed cables
    • 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 a device for anchoring a plurality of cable strands of a rope bundle according to the preamble of claim 1.
  • Such devices are used, for example, for anchoring the suspension cables to suspension or cable-stayed bridges.
  • other applications are conceivable, in particular for the prestressing of components by means of wire or strand bundles.
  • the term "cable strand” is understood below any individual pulling element.
  • the CH 541 693 describes a wire cable anchorage for high dynamic stress, in which in order to accommodate the deflecting forces of the behind the anchor body converging wires into a bundle in the deflection support means are inserted against which the wires abut. It can also be a support body, which is arranged directly behind the anchor body.
  • a cable anchoring is described in which at a distance to an anchor plate within a tubular anchor body a deflector is held, which may consist of plastic material and which supports the fanned rope strands.
  • An outwardly trumpet-shaped expanding support surface for anchoring a wire bundle in an anchor head is also due to the CH 608 059 known.
  • this extension surrounds not a single strand of rope, but the entire emerging wire bundle.
  • a trumpet-like extension of individual guide tubes for each strand has become known by the strand tensioning method VT-M / CMM for internal prestressing without composite (approval decision Zl. 860.300 / 34-VI / VII / 93 of the Republic of Austria).
  • BBR HiAm CONA TM an anchoring system for cable strands has become known in which each individual strand of wire between the anchor body and a spaced guide disc in a guide tube (company brochure BBR VT International AG, CH-8603 Schwerzenbach, issue 03/2009).
  • the DE 37 34 954 relates to a corrosion-resistant tension member, primarily a composite prestressed prestressed tendon, consisting of a bundle of individual elements disposed within a tubular enclosure.
  • the tubular enclosure consists of an anchor tube.
  • the outer individual elements can be provided with plastic slip tubes.
  • the cable strand is intended to be supported over the maximum possible length within the device and without forced curvature, as is the case with rigid expanding openings.
  • the individual cable strands should be deflected only just as far as necessary with transverse load.
  • Another object of the invention is to make the exit plane of the cable strands from the anchor device as free as possible of undercuts and interstices in which condensate and dirt particles can be deposited. This object is achieved according to the invention with a device having the features in claim 1.
  • the guide tubes have at least in the region of the outlet opening on a wall portion which is designed so elastic that the guided therein cable strands are deflectable, in particular against a longitudinal center axis of the base tube convergable.
  • the guide tubes preferably consist of a plastic material, for example of a polymer, in particular of an elastomeric polymer and / or a thermoplastic polymer.
  • a plastic material for example of a polymer, in particular of an elastomeric polymer and / or a thermoplastic polymer.
  • the guide tubes can under normal climatic conditions, for example, a hardness of 20 to 70 Shore A have.
  • the guide tubes in the region of the outlet opening advantageously have a wall thickness of 2 mm to 10 mm.
  • the elasticity of the material can approach, for example, the ideal spring, with a linear path / force ratio exists.
  • the material can also have a viscoelastic behavior.
  • the guide tube is designed so that it reliably supports each cable strand for all permissible deflections, with the deflection curvature being reduced to a minimum.
  • the flexible guide tube supports each cable strand even with non-constant deflections in any position.
  • the elastic wall portion may have a length of at least 80mm, preferably at least 140mm.
  • the length is at least twenty times the diameter of a single stranded wire.
  • the elastic wall section on the guide tubes made of different materials with different elastic properties. For example, it would be possible to counteract the increasing deflection of a cable strand with increasing spring resistance.
  • the guide tubes may have a hollow cylindrical inner wall which as exactly as possible the outer diameter of a rope strand is adjusted.
  • the guide tubes may at least partially have a structured outer wall. It has proven to be advantageous in this case a wavy outer wall in the longitudinal direction. This ensures a good anchoring of the guide tubes in the filling material, which surrounds the pipes in the installed state.
  • the wave-shaped outer structure also facilitates the bending of the guide tubes during installation.
  • each guide tube consists of several assembled or otherwise assembled individual sections. In this way, also in relation to the total length of the guide tubes different properties can be achieved.
  • the guide disc specifies the course of the guide tubes before pouring a filling material.
  • At least one additional additional disc provided with openings can be held. This serves to further support the guide tubes and / or the limitation of poured filler.
  • the anchor body may have a male thread on a known per se, on which a nut is screwed to bear against a building.
  • the anchor body for attachment to a building also integrally with a contact surface, for example on a be formed circumferential collar.
  • the formation of the anchor body depends on the individual purpose of use. The training with a ring or eyelet for fixing to a building with a cross pin is possible.
  • the guide tubes converge between the anchor body and the guide disc and helically wound around the longitudinal central axis.
  • the cable strands can be optimally assembled into a compact rope bundle.
  • the openings in the guide disk and possibly in the additional disk can already be aligned with the helical course of the pipes. In this way, the maximum curvature at the outlet opening of the base tube can be reduced, so that the individual cable strands between the anchor body and the final bundling continuously and increasingly converge.
  • the centers of at least the outermost openings in the anchor body relative to the longitudinal central axis are arranged on a regular hexagon.
  • the further inward openings can also be arranged on a regular hexagon with smaller side lengths, so that the overall result is a hexagonal pattern whose center coincides with the longitudinal central axis. With such a pattern, an optimum and even spacing between the cable strands is achieved to wedge the ends of the cable strands.
  • the distance between the centers of the openings on the guide disk is made smaller than the distance between the centers of the openings on the anchor body, at least the centers of all the outer openings approaching a common circular line.
  • further inward openings can be arranged on an approximate circular line so that overall a pattern of concentric circles or approximate circles results.
  • the overall length of the anchor device can be kept relatively short, while still allowing optimal vibrations and deflections of the individual cable strands.
  • the intermediate spaces between the guide tubes in the base tube are advantageously at least partially filled with a preferably dimensionally stable filling material.
  • the filling material may be, for example, a ceramic material or also a plastic material, such as e.g. to trade epoxy mortar.
  • the spaces between the guide tubes are filled in such a way that the filling material, the end of the base tube and the ends of the guide tubes lie flush on a common termination plane.
  • an accumulation of dirt or condensate can be prevented in an optimal way.
  • a deflection means is arranged at a distance from the outlet opening, at which the cable strands are combined to form a compact rope bundle.
  • This deflection means may be arranged quite close to the outlet opening due to the above-described guidance of the individual cable strands.
  • the individual cable strands of a rope bundle 2 are fanned out and guided to an anchor body 3.
  • the anchor body 3 is penetrated by openings 4 into which the ends of the cable strands are inserted and anchored there by means of wedge-like anchoring means 5.
  • the lower half of the picture shows an anchor body with an external thread 17, on which a nut 18 is screwed on, which is intended for abutment against a building 19. With the help of the nut, it is evident that the relative position of the anchor body 3 to the building can be adjusted within a certain length an alternative anchor body 3 is shown, which is integrally provided with a circumferential collar 20, which in turn rests against the building 19.
  • a base tube 6 is fixed, the total length of the number and configuration of the cable strands dependent is.
  • the base tube may be bolted or welded to the anchor body. An indirect attachment via an intermediate member would be conceivable.
  • the base tube 6 has an outlet opening 7, which preferably lies on a plane at right angles to the longitudinal central axis 12 of the base tube.
  • each guide tube is divided into a plurality of individual sections 15, which are plugged together.
  • an additional disc 16 is arranged at a distance to this, which is also provided with openings 27.
  • the basic pattern of these openings may for example be the same as that of the openings 4 in the anchor body 3, so that the cable strands or the guide tubes extend parallel to the additional disc 16. Alternatively, however, the cable strands can also converge slightly even up to the additional disk 16.
  • the guide tubes 10 have an elastic wall section 11.
  • the spaces between the guide tubes 10 in the base tube 6 are provided with a Filled filling material 22, wherein in the present embodiment, a drainage channel 25 remains free, which penetrates both the filler material and the base tube.
  • the armature body 3 facing individual sections 15 of the guide tubes must not be elastic in their wall thickness. These sections can be inserted, for example, in the enlarged openings 4 in the anchor body 3.
  • the filling material 22 and the ends of the elastic wall sections 11 form a common termination plane 26.
  • the individual cable strands or strands can be sealed from the drainage channel 25 against the anchor body 3, for example by means of O-rings within the guide tubes ,
  • FIGS. 2 and 3 The arrangement of the openings 4 in the anchor body 3 and that of the openings 9 in the guide disc 8 are in the FIGS. 2 and 3 shown. Evidently, this arrangement also corresponds to the position of the cable strands guided therein. How out FIG. 2 It can be seen that the outermost openings 12 and their centers, relative to the longitudinal center axis 12, lie on a regular hexagon 21. The openings lying further in the illustration are also arranged hexagonally, so that a distance d 1 results between the individual centers of the openings.
  • the cable strands emerging from the outlet opening 7 are combined at a certain distance by a deflection means 23 for the actual cable bundle 2, which is guided in a cladding tube 24. This results in the FIG. 4 illustrated arrangement of the cable strands, which bear compact and on a circular pattern to each other.
  • the guide tube 10 has a hollow cylindrical inner wall 13 and an at least partially corrugated outer wall 14.
  • the last section of the elastic wall section 11 is also cylindrical on the outside. This results in a continuous wall thickness w of the elastic wall section 11 over a certain length. Since the elastic wall section 11 is embedded in the relatively rigid filling material 22 when installed, the inner wall 13 is pressed against the outer wall 14 during a deflection of the corresponding cable strand.
  • other cross-sectional configurations for the elastic wall portion 11 are conceivable.
  • the length L of the elastic wall portion 11 corresponds in the embodiment of the overall length of a single pipe section.
  • a plug-in shaft 28 is provided with a reduced diameter.
  • three different individual sections may be plugged together within a base tube 6.
  • it may in each case be a first section 15, which is inserted directly into the anchor body 3 and has no support function for a single strand of rope.
  • a middle pipe section 15 extends to the drainage channel 25 and already has a relatively stiff support of the cable strand.
  • the last elastic Pipe section with flexible support of the cable strand extends from the drainage channel 25 to the final level 26th
  • the individual guide tubes also have the advantage that regardless of the total diameter of the base tube 6 or regardless of the number of guided therein cable strands always the same guide tubes can be used.
  • the total cost of different dimensions of anchoring devices are reduced considerably.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (16)

  1. Dispositif pour ancrer une pluralité de brins de câble (1, 1', 1") d'un faisceau de câble (2), avec un corps d'ancrage (3), qui est percé par des ouvertures (4) destinées à recevoir chaque brin de câble individuel, dans lequel les brins de câble peuvent être ancrés par des moyens d'ancrage (5), ainsi qu'avec un tube de socle (6) assemblé au corps d'ancrage et pourvu d'une ouverture de sortie (7), dans lequel des tubes de guidage (10) s'étendent entre les ouvertures (4) du corps d'ancrage (3) et l'ouverture de sortie, dans lesquels un brin de câble peut respectivement être guidé, et dans lequel les tubes de guidage (10) présentent, au moins dans la région de l'ouverture de sortie (7), une partie de paroi (11) qui est réalisée sous forme élastique, de telle manière que les brins de câble guidés dans celle-ci puissent être déviés, en particulier converger vers un axe central longitudinal (12) du tube de socle (6)., caractérisé en ce que les centres au moins des ouvertures (4) dans le corps d'ancrage (3) les plus extérieures par rapport à l'axe central longitudinal sont disposés sur un hexagone régulier, en ce qu'au moins un disque de guidage (8) pourvu d'ouvertures (9) est maintenu dans le tube de socle (6) à distance du corps d'ancrage (3)., les tubes de guidage (10) s'étendant à travers ces ouvertures, et en ce que la distance (d2) entre les centres des ouvertures (9) sur le disque de guidage (8) est plus petite que la distance (d1) entre les centres des ouvertures (4) sur le corps d'ancrage (3), au moins les centres de toutes les ouvertures extérieures formant approximativement une ligne circulaire commune, de telle manière que les brins de câble individuels ou leurs tubes de guidage convergent, entre le corps d'ancrage (3) et l'ouverture de sortie (7), d'un motif de base hexagonal à un motif de base approximativement circulaire.
  2. Dispositif selon la revendication 1, caractérisé en ce que les tubes de guidage sont constitués d'un matériau de matière plastique, en particulier d'un polymère, en particulier d'un polymère élastomère et/ou d'un polymère thermoplastique.
  3. Dispositif selon la revendication 1 ou 2, caractérisé en ce que les tubes de guidage présentent dans la région de l'ouverture de sortie (7) une épaisseur de paroi de 2 min à 10 mm.
  4. Dispositif selon l'une quelconque des revendications 1 à 3, caractérisé en ce que les tubes de guidage présentent une élasticité, qui permet, sous une mise en charge par les brins de câble, une déformation d'au moins 20 % de l'épaisseur de paroi.
  5. Dispositif selon l'une quelconque des revendications 1 à 4, caractérisé en ce que la partie de paroi élastique (11) présente une longueur d'au moins 80 mm, de préférence d'au moins 140 mm.
  6. Dispositif selon l'une quelconque des revendications 1 à 5, caractérisé en ce que les tubes de guidage présentent une paroi intérieure cylindrique creuse (13).
  7. Dispositif selon l'une quelconque des revendications 1 à 6, caractérisé en ce que les tubes de guidage présentent au moins partiellement une paroi extérieure structurée (14), en particulier une paroi extérieure ondulée en direction longitudinale.
  8. Dispositif selon l'une quelconque des revendications 1 à 7, caractérisé en ce que chaque tube de guidage se compose de plusieurs sections individuelles (15) emboîtées l'une dans l'autre.
  9. Dispositif selon l'une quelconque des revendications 1 à 8, caractérisé en ce qu'au moins un autre disque additionnel (16) pourvu d'ouvertures (27) est maintenu dans le tube de socle (6) entre le corps d'ancrage (3) et le disque de guidage (8).
  10. Dispositif selon l'une quelconque des revendications 1 à 9, caractérisé en ce que le corps d'ancrage (3) présente un filet extérieur (17), sur lequel un écrou (18) est vissé en vue de l'appui sur une construction (19).
  11. Dispositif selon l'une quelconque des revendications 1 à 10, caractérisé en ce que le corps d'ancrage (3) est réalisé en une seule pièce avec une face d'appui en vue de l'appui sur une construction (19).
  12. Dispositif selon l'une quelconque des revendications 1 à 11, caractérisé en ce que les tubes de guidage (10) convergent entre le corps d'ancrage (3) et le disque de guidage (8) et sont torsadés en hélice autour de l'axe central longitudinal (12).
  13. Dispositif selon l'une quelconque des revendications 1 à 12, caractérisé en ce que les espaces intermédiaires entre les tubes de guidage (10) dans le tube de socle (6) sont remplis au moins partiellement avec un matériau de remplissage (22) de préférence indéformable.
  14. Dispositif selon la revendication 13, caractérisé en ce que les espaces intermédiaires sont remplis de telle manière que le matériau de remplissage, l'extrémité du tube de socle (6) et les extrémités des tubes de guidage (10) soient affleurés sur un plan d'extrémité commun.
  15. Agencement pour l'ancrage d'un faisceau de câble (2) avec un dispositif selon l'une quelconque des revendications 1 à 14 et avec une pluralité de brins de câble (1, 1', 1"), dont les extrémités sont ancrées dans le corps d'ancrage (3).
  16. Agencement selon la revendication 15, caractérisé en ce qu'un moyen de déviation (23) est disposé à distance de l'ouverture de sortie (7), auquel les brins de câble (1, 1', 1") sont rassemblés en un faisceau de câble compact (2).
EP10794966.1A 2010-12-15 2010-12-15 Dispositif pour ancrer une pluralité de brins de câble d'un faisceau de câble Active EP2652201B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/EP2010/069714 WO2012079625A1 (fr) 2010-12-15 2010-12-15 Dispositif pour ancrer une pluralité de brins de câble d'un faisceau de câble

Publications (2)

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EP2652201A1 EP2652201A1 (fr) 2013-10-23
EP2652201B1 true EP2652201B1 (fr) 2016-06-29

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WO (1) WO2012079625A1 (fr)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2514621B (en) 2013-05-31 2020-04-15 Vsl Int Ag Cable anchorage
DE102013215136A1 (de) * 2013-08-01 2015-02-05 Dywidag-Systems International Gmbh Korrosionsgeschütztes Zugglied und plastisch verformbare Scheibe aus Korrosionsschutzmaterial für ein derartiges Zugglied
CN104032677B (zh) * 2014-06-05 2016-03-23 长安大学 一种衔接散索套预防主缆生锈的锥形防护套
CN104372738B (zh) * 2014-10-30 2016-06-01 柳州欧维姆机械股份有限公司 一种单根可换式锚碇预应力锚固装置及其安装换索施工方法
CN106638307A (zh) * 2015-11-04 2017-05-10 襄阳中铁宏吉工程技术有限公司 一种深埋锚具
CN107217594A (zh) * 2017-08-03 2017-09-29 高自强 一种桥梁线缆锚固系统
KR200494644Y1 (ko) * 2019-11-21 2021-11-22 다올이앤씨 주식회사 강연선 클램핑용 더미 구조체
CN114922065A (zh) * 2022-05-31 2022-08-19 保利长大工程有限公司 一种用于桥梁的锚具组件的安装工艺
CN118148038B (zh) * 2024-05-09 2024-07-23 中国电建集团西北勘测设计研究院有限公司 锚索施工辅助装置

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE794024A (fr) 1972-01-21 1973-05-02 Brandestini Antonio Dispositif d'ancrage pour cables composes de brins
CH608059A5 (fr) 1976-02-09 1978-12-15 Bureau Bbr Ltd
GB8410253D0 (en) 1984-04-19 1984-05-31 Manuf Aceros Caucho Sa Deflector element in cable anchorages
DE3734954A1 (de) * 1987-03-13 1988-04-07 Dyckerhoff & Widmann Ag Korrosionsgeschuetztes zugglied, vornehmlich spannglied fuer spannbeton ohne verbund und verfahren zu seinem einbau
DE29813941U1 (de) * 1998-08-04 1999-12-09 Dyckerhoff & Widmann AG, 81902 München Umlenkvorrichtung für ein Spannglied an einem Bauwerksteil
DE19858001A1 (de) * 1998-12-16 2000-06-21 Bilfinger Berger Bau Externes Spannglied
FR2794484B1 (fr) 1999-06-03 2001-08-03 Freyssinet Int Stup Dispositif d'ancrage d'un cable de structure
PT1227200E (pt) * 2001-01-29 2008-09-15 Vsl Int Ag Dispositivo para a ancoragem de uma extremidade de um estai a uma base

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WO2012079625A1 (fr) 2012-06-21

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