EP2652201B1 - Device for anchoring a plurality of cable strands of a cable bundle - Google Patents

Device for anchoring a plurality of cable strands of a cable bundle 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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Prior art keywords
anchor body
guide tubes
openings
cable
guide
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EP10794966.1A
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German (de)
French (fr)
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EP2652201A1 (en
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Marcel Poser
Antonio Caballero
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Bbr Vt International Ltd
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Bbr Vt International Ltd
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/14Towers; Anchors ; Connection of cables to bridge parts; Saddle supports
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/16Suspension cables; Cable clamps for suspension cables ; Pre- or post-stressed cables
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08Members specially adapted to be used in prestressed constructions
    • E04C5/12Anchoring devices
    • E04C5/122Anchoring devices the tensile members are anchored by wedge-action

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)

Description

Die Erfindung betrifft eine Vorrichtung zum Verankern einer Mehrzahl von Seilsträngen eines Seilbündels gemäss dem Oberbegriff von Anspruch 1. Derartige Vorrichtungen werden beispielsweise zur Verankerung der Tragseile an Hänge- oder Schrägseilbrücken verwendet. Grundsätzlich sind aber auch andere Anwendungsmöglichkeiten denkbar, insbesondere für die Vorspannung von Bauteilen mittels Draht- oder Litzenbündeln. Unter der Bezeichnung "Seilstrang" wird nachfolgend jedes beliebige Einzelzugelement verstanden.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. In principle, however, 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.

Es ist seit langem bekannt und gebräuchlich, die einzelnen Seilstränge eines Seilbündels an den Enden aufzufächern und einzeln in einem Ankerkörper zu verankern. Ein Problem derartiger Endanker besteht darin, dass einerseits die einzelnen Seilstränge möglichst nahe am Ankerkörper zum Seilbündel zusammengefasst werden müssen und dass anderseits das Seilbündel selbst relativ zum starr montierten Ankerkörper Bewegungen ausführen kann. Dadurch wirken in den einzelnen Seilsträngen nicht nur Zugkräfte, sondern auch Ablenkkräfte quer zur Seillängsrichtung, welche an der Verankerung aufgenommen werden müssen.It has long been known and customary to fan out the individual cable strands of a rope bundle at the ends and to anchor them individually in an anchor body. A problem of such end anchors is that on the one hand the individual cable strands must be summarized as close to the anchor body to the rope bundle and that on the other hand, the rope bundle itself can perform relative to the rigidly mounted anchor body movements. As a result, not only tensile forces but also deflecting forces act transversely to the cable longitudinal direction in the individual cable strands, which must be absorbed by the anchorage.

Bereits die CH 541 693 beschreibt eine Drahtkabel-Verankerung für hohe dynamische Beanspruchung, bei welcher zwecks Aufnahme der Ablenkkräfte der hinter dem Ankerkörper zu einem Bündel zusammenlaufenden Drähte im Ablenkbereich Stützmittel eingefügt sind, gegen welche die Drähte anliegen. Dabei kann es sich auch um einen Stützkörper handeln, welcher direkt hinter dem Ankerkörper angeordnet ist.Already 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.

In der GB 2 157 339 ist eine Kabelverankerung beschrieben, bei welcher im Abstand zu einer Ankerplatte innerhalb eines rohrförmigen Ankerkörpers eine Deflektorscheibe gehalten ist, die aus Kunststoffmaterial bestehen kann und welche die aufgefächerten Seilstränge abstützt.In the GB 2,157,339 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.

Gemäss einer Weiterentwicklung dieser Lösung wird in der EP 1 181 422 vorgeschlagen, die Ausgangsöffnungen in einem im Abstand zu einer Verankerungseinheit angeordneten Führungselement trompetenartig zu erweitern. Diese Führungskanäle weisen ausserdem in Richtung auf die Verankerungseinheit eine Querverteilung auf, die auf die Querverteilung der Öffnungen der Verankerungseinheit ausgerichtet ist. Die einzelnen Seilstränge verlaufen somit zwischen der Verankerungseinheit und den Führungskanälen im Führungselement parallel und konvergieren erst an den Austrittsöffnungen.According to a further development of this solution is in the EP 1 181 422 proposed to expand the output openings in a trumpet-like manner in a guide element arranged at a distance from an anchoring unit. These guide channels also have in the direction of the anchoring unit on a transverse distribution, which is aligned with the transverse distribution of the openings of the anchoring unit. The individual cable strands thus run parallel between the anchoring unit and the guide channels in the guide element and only converge at the outlet openings.

Eine sich nach aussen hin trompetenförmig erweiternde Stützfläche zur Verankerung eines Drahtbündels in einem Ankerkopf ist auch durch die CH 608 059 bekannt geworden. Diese Erweiterung umgibt allerdings nicht einen einzelnen Seilstrang, sondern das gesamte austretende Drahtbündel.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. However, this extension surrounds not a single strand of rope, but the entire emerging wire bundle.

Eine trompetenartige Erweiterung an einzelnen Führungsrohren für jede Litze ist durch das Litzenspannverfahren VT-M/CMM für interne Vorspannung ohne Verbund bekannt geworden (Zulassungsbescheid Zl. 860.300/34-VI/VII/93 der Republik Österreich).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).

Schliesslich ist unter der Bezeichnung "BBR HiAm CONA™" ein Verankerungssystem für Kabelstränge bekannt geworden, bei dem jeder einzelne Seilstrang zwischen dem Ankerkörper und einer im Abstand dazu angeordneten Führungsscheibe in einem Führungsrohr gehalten ist (Firmenbroschüre BBR VT International AG, CH-8603 Schwerzenbach, Ausgabe 03/2009).Finally, under the name "BBR HiAm CONA ™" 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).

Die DE 37 34 954 betrifft ein korrosionsgeschütztes Zugglied, vornehmlich ein Spannglied für Spannbeton ohne Verbund, bestehend aus einem Bündel von Einzelelementen, die innerhalb einer rohrförmigen Umhüllung angeordnet sind. Im Verankerungsbereich besteht die rohrförmige Umhüllung aus einem Ankerrohr. Zur weichen Führung der Einzelelemente im Bereich der Spreizung können die äusseren Einzelelemente mit Überschubröhrchen aus Kunststoff versehen werden.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. In the anchoring area, the tubular enclosure consists of an anchor tube. For soft guidance of the individual elements in the region of the spreading, the outer individual elements can be provided with plastic slip tubes.

Eine Aufgabe der vorliegenden Erfindung besteht darin, die an den Seilsträngen auftretenden Querkräfte und Biegung am Austritt der Verankerung auf optimale Weise aufzunehmen, ohne dass dabei die statischen und dynamischen Eigenschaften der Verankerung beeinträchtigt werden. Der Seilstrang soll dabei über die maximal mögliche Länge innerhalb der Vorrichtung abgestützt werden und zwar ohne forcierte Krümmung, wie dies bei starren sich erweiternden Öffnungen der Fall ist. Ausserdem sollen die einzelnen Seilstränge bei Querbelastung nur gerade so weit wie nötig abgelenkt werden. Eine weitere Aufgabe der Erfindung besteht darin, die Austrittsebene der Seilstränge aus der Ankervorrichtung möglichst frei von Hinterschneidungen und Zwischenräumen zu gestalten, in denen sich Kondensat und Schmutzpartikel ablagern können. Diese Aufgabe wird erfindungsgemäss mit einer Vorrichtung gelöst, welche die Merkmale im Anspruch 1 aufweist.It is an object of the present invention to optimally accommodate the lateral forces and flexure occurring at the cable strands at the exit of the anchorage without compromising the static and dynamic properties of the anchorage. 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. In addition, 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.

Dabei weisen die Führungsrohre wenigstens im Bereich der Austrittsöffnung einen Wandabschnitt auf, welcher derart elastisch ausgestaltet ist, dass die darin geführten Seilstränge auslenkbar, insbesondere gegen eine Längsmittelachse des Sockelrohrs konvergierbar sind. Dadurch werden die Seilstränge vor dem Verlassen des Sockelrohrs individuell und unabhängig federnd gegenüber Querkräften abgestützt. Die Führungsrohre bestehen dabei vorzugsweise aus einem Kunststoffmaterial, beispielsweise aus einem Polymer, insbesondere aus einem Elastomeric-Polymer und/oder einen Thermoplastic-Polymer. Je nach dem zu führenden Seilstrang weisen die Führungsrohre eine Elastizität auf, welche unter Belastung durch die Seilstränge eine Verformung von zumindest 20% der Wandstärke erlaubt. Die Führungsrohre können unter normalen klimatischen Bedingungen beispielsweise eine Härte von 20 bis 70 Shore-A aufweisen. In Abhängigkeit von diesen Elastizitätseigenschaften haben die Führungsrohre im Bereich der Austrittsöffnung vorteilhaft eine Wandstärke von 2mm bis 10mm. Die Elastizität des Materials kann sich dabei beispielsweise der idealen Feder annähern, wobei ein lineares Weg-/Kraftverhältnis besteht. Das Material kann aber auch ein viskoelastisches Verhalten aufweisen. Ein erheblicher Vorteil der einzelnen Führungsrohre besteht in deren Redundanz, wobei selbst bei einer Beschädigung eines einzelnen Rohres alle übrigen Rohre ihre Funktion erfüllen.In this case, 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. As a result, the cable strands are supported individually and independently resiliently against transverse forces before leaving the base tube. 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. Depending on the cable harness leading to the guide tubes have an elasticity, which allows under load by the cable strands deformation of at least 20% of the wall thickness. The guide tubes can under normal climatic conditions, for example, a hardness of 20 to 70 Shore A have. Depending on these elasticity properties, 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. A considerable advantage of the individual guide tubes is their redundancy, whereby even if a single tube is damaged, all the other tubes fulfill their function.

Das Führungsrohre ist so ausgestaltet, dass es jeden Seilstrang für alle zulässigen Auslenkungen zuverlässig abstützt, wobei die Auslenkkrümmung auf ein Minimum reduziert wird. Ausserdem stützt das flexible Führungsrohr jeden Seilstrang auch bei nicht konstanten Auslenkungen in jeder Position. Infolge des flexibel am Seilstrang anliegenden Führungsrohres ist jeder Seilstrang in Richtung gegen den Ankerkörper abgedichtet, so dass weder Schmutz noch Kondensat eindringen kann.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. In addition, the flexible guide tube supports each cable strand even with non-constant deflections in any position. As a result of the flexibly applied to the cable strand guide tube each cable strand is sealed in the direction against the anchor body, so that neither dirt nor condensate can penetrate.

Der elastische Wandabschnitt kann eine Länge von wenigstens 80mm, vorzugsweise von wenigstens 140mm aufweisen. Vorteilhaft beträgt die Länge wenigstens das Zwanzigfache des Durchmessers eines einzelnen Litzendrahts.The elastic wall portion may have a length of at least 80mm, preferably at least 140mm. Advantageously, the length is at least twenty times the diameter of a single stranded wire.

Es ist durchaus denkbar, dass der elastische Wandabschnitt an den Führungsrohren aus unterschiedlichen Werkstoffen mit unterschiedlichen Elastizitätseigenschaften besteht. So wäre es beispielsweise möglich, der zunehmenden Auslenkung eines Seilstrangs einen zunehmenden Federwiderstand entgegenzusetzen.It is quite conceivable that 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.

Die Führungsrohre können eine hohlzylindrische Innenwand aufweisen, welche möglichst exakt dem Aussendurchmesser eines Seilstrangs angepasst ist. Demgegenüber können die Führungsrohre wenigstens teilweise eine strukturierte Aussenwand aufweisen. Als vorteilhaft hat sich dabei eine in Längsrichtung gewellte Aussenwand erwiesen. Dadurch ist eine gute Verankerung der Führungsrohre im Füllmaterial gewährleistet, das die Rohre im Einbauzustand umgibt. Die wellenförmige Aussenstruktur erleichtert ausserdem die Biegung der Führungsrohre beim Einbau.The guide tubes may have a hollow cylindrical inner wall which as exactly as possible the outer diameter of a rope strand is adjusted. In contrast, 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.

Weitere Vorteile können erreicht werden, wenn jedes Führungsrohr aus mehreren zusammengesteckten oder anderweitig zusammengesetzten Einzelabschnitten besteht. Auf diese Weise können auch in Bezug auf die Gesamtlänge der Führungsrohre unterschiedliche Eigenschaften erzielt werden.Further advantages can be achieved if 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.

Ausserdem ist es erforderlich, dass im Sockelrohr im Abstand zum Ankerkörper wenigstens eine mit Öffnungen versehene Führungsscheibe gehalten ist und dass sich die Führungsrohre durch diese Öffnungen erstrecken. Die Führungsscheibe gibt den Verlauf der Führungsrohre vor dem Eingiessen eines Füllmaterials vor.In addition, it is necessary that in the base tube at a distance from the anchor body at least one apertured guide disc is held and that the guide tubes extend through these openings. The guide disc specifies the course of the guide tubes before pouring a filling material.

Im Sockelrohr zwischen dem Ankerkörper und der Führungsscheibe kann wenigstens eine weitere mit Öffnungen versehene Zusatzscheibe gehalten sein. Diese dient der weiteren Abstützung der Führungsrohre und/oder der Begrenzung von eingegossenem Füllmaterial.In the base tube between the anchor body and the guide disc, 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.

Der Ankerkörper kann auf an sich bekannte Weise ein Aussengewinde aufweisen, auf dem eine Mutter zur Anlage an ein Bauwerk aufgeschraubt ist. Alternativ kann der Ankerkörper zur Anlage an ein Bauwerk auch einstückig mit einer Anlagefläche z.B. an einem umlaufenden Kragen ausgebildet sein. Die Ausbildung des Ankerkörpers hängt jeweils vom individuellen Einsatzzweck ab. Auch die Ausbildung mit einem Ring oder einer Öse zur Fixierung an einem Bauwerk mit einem Querbolzen ist möglich.The anchor body may have a male thread on a known per se, on which a nut is screwed to bear against a building. Alternatively, 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.

Weitere Vorteile können erzielt werden, wenn die Führungsrohre zwischen dem Ankerkörper und der Führungsscheibe konvergieren und um die Längsmittelachse helixartig verwunden sind. So können die Seilstränge optimal zu einem kompakten Seilbündel zusammengefügt werden. Die Öffnungen in der Führungsscheibe und gegebenenfalls in der Zusatzscheibe können bereits auf den helixartigen Verlauf der Rohre ausgerichtet sein. Auf diese Weise kann die maximale Krümmung an der Austrittsöffnung des Sockelrohrs reduziert werden, so dass die einzelnen Seilstränge zwischen dem Ankerkörper und der endgültigen Bündelung kontinuierlich und zunehmend konvergieren.Further advantages can be achieved if the guide tubes converge between the anchor body and the guide disc and helically wound around the longitudinal central axis. Thus, 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.

Erfindungsgemäss sind die Zentren wenigstens der bezogen auf die Längsmittelachse äussersten Öffnungen im Ankerkörper auf einem regelmässigen Sechseck angeordnet. Auch die weiter innen liegenden Öffnungen können auf einem regelmässigen Sechseck mit kleineren Seitenlängen angeordnet sein, so dass sich insgesamt ein hexagonales Muster ergibt, dessen Zentrum mit der Längsmittelachse zusammenfällt. Mit einem derartigen Muster wird ein optimaler und gleichmässiger Zwischenraum zwischen den Seilsträngen erzielt, um die Enden der Seilstränge zu verkeilen. Demgegenüber ist die Distanz zwischen den Zentren der Öffnungen auf der Führungsscheibe kleiner ausgebildet als die Distanz zwischen den Zentren der Öffnungen auf dem Ankerkörper, wobei weningstens die Zentren aller äusseren Öffnungen sich einer gemeinsamen Kreislinie annähern. Auch weiter innen liegende Öffnungen können auf einer annähernden Kreislinie angeordnet sein, so dass sich insgesamt ein Muster von konzentrischen Kreisen oder annähernden Kreisen ergibt. Mit dieser Anordnung kann die Gesamtlänge der Ankervorrichtung relativ kurz gehalten werden, wobei trotzdem optimale Schwingungen und Auslenkungen der einzelnen Seilstränge möglich bleiben.According to the invention, 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. On the other hand, 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. Also further inward openings can be arranged on an approximate circular line so that overall a pattern of concentric circles or approximate circles results. With this arrangement, the overall length of the anchor device can be kept relatively short, while still allowing optimal vibrations and deflections of the individual cable strands.

Bei einer erfindungsgemässen Vorrichtung sind vorteilhaft die Zwischenräume zwischen den Führungsrohren im Sockelrohr wenigstens teilweise mit einem vorzugsweise formsteifen Füllmaterial ausgefüllt. Beim Füllmaterial kann es sich beispielsweise um einen keramischen Werkstoff oder auch um ein Kunststoffmaterial wie z.B. um Epoximörtel handeln.In a device according to the invention, 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.

Vorzugsweise sind die Zwischenräume zwischen den Führungsrohren derart ausgefüllt, dass das Füllmaterial, das Ende des Sockelrohrs und die Enden der Führungsrohre bündig auf einer gemeinsamen Abschlussebene liegen. Damit kann eine Ansammlung von Schmutz oder Kondensat auf optimale Weise verhindert werden.Preferably, 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. Thus, an accumulation of dirt or condensate can be prevented in an optimal way.

Bei einer Gesamtanordnung mit einer erfindungsgemässen Vorrichtung und darin verankerten Seilsträngen ist es zweckmässig, wenn im Abstand zur Austrittsöffnung ein Ablenkmittel angeordnet ist, an dem die Seilstränge zu einem kompakten Seilbündel zusammengefasst sind. Dieses Ablenkmittel kann bedingt durch die vorstehend beschriebene Führung der einzelnen Seilstränge recht nahe an der Austrittsöffnung angeordnet sein.In an overall arrangement with a device according to the invention and rope strands anchored therein, it is expedient if 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.

Weiter Vorteile und Einzelmerkmale der Erfindung ergeben sich aus der nachstehenden Beschreibung von Ausführungsbeispielen und aus den Zeichnungen. Es zeigen:

Figur 1:
einen Längsschnitt durch eine erfindungsgemässe Vorrichtung im eingebauten Zustand mit zwei Varianten eines Ankerkörpers,
Figur 2:
das Muster der Öffnungen im Ankerkörper in der Ebene A-A,
Figur 3:
das Muster der Öffnungen in der Führungsscheibe in der Ebene B-B,
Figur 4:
das Muster des Seilbündels in der Ebene C-C, und
Figur 5:
eine Detaildarstellung eines elastischen Führungsrohres.
Further advantages and individual features of the invention will become apparent from the following description of exemplary embodiments and from the drawings. Show it:
FIG. 1:
a longitudinal section through an inventive device in the installed state with two variants of an anchor body,
FIG. 2:
the pattern of the openings in the anchor body in the plane AA,
FIG. 3:
the pattern of the openings in the guide disc in the plane BB,
FIG. 4:
the pattern of the rope bundle in the plane CC, and
FIG. 5:
a detailed view of an elastic guide tube.

Wie in Figur 1 dargestellt, sind die einzelnen Seilstränge eines Seilbündels 2 aufgefächert und zu einem Ankerkörper 3 geführt. Aus Gründen der besseren Übersichtlichkeit sind nur die Seilstränge 1, 1' und 1" dargestellt. Der Ankerkörper 3 ist mit Öffnungen 4 durchsetzt, in welche die Enden der Seilstränge eingeführt und dort mit Hilfe von keilartigen Verankerungsmitteln 5 verankert sind. Die untere Bildhälfte zeigt dabei einen Ankerkörper mit einem Aussengewinde 17, auf welchem eine Mutter 18 aufgeschraubt ist. Diese ist zur Anlage an einem Bauwerk 19 bestimmt. Mit Hilfe der Mutter kann ersichtlicherweise die Relativlage des Ankerkörpers 3 zum Bauwerk innerhalb einer bestimmten Länge justiert werden. In der oberen Bildhälfte ist ein alternativer Ankerkörper 3 dargestellt, der einstückig mit einem umlaufenden Kragen 20 versehen ist, welcher seinerseits am Bauwerk 19 anliegt.As in FIG. 1 shown, the individual cable strands of a rope bundle 2 are fanned out and guided to an anchor body 3. For the sake of clarity, only the cable strands 1, 1 'and 1 "are shown, and 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.

Am Ankerkörper 3 ist ein Sockelrohr 6 fixiert, dessen Gesamtlänge von der Anzahl und Konfiguration der Seilstränge abhängig ist. Das Sockelrohr kann mit dem Ankerkörper verschraubt oder verschweisst sein. Auch eine indirekte Befestigung über ein Zwischenglied wäre denkbar. Das Sockelrohr 6 verfügt über eine Austrittsöffnung 7, welche vorzugsweise auf einer Ebene im rechten Winkel zur Längsmittelachse 12 des Sockelrohrs liegt.On the anchor body 3, 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.

In einem bestimmten Abstand zum Ankerkörper 3 ist im Sockelrohr 6 eine Führungsscheibe 8 mit Öffnungen 9 angeordnet. Die einzelnen Seilstränge sind innerhalb des Sockelrohrs 6 in Führungsrohren 10 geführt, welche sich vom Ankerkörper 3 durch die Führungsscheibe 8 bis zur Austrittsöffnung 7 erstrecken. Vorzugsweise ist dabei jedes Führungsrohr in mehrere Einzelabschnitte 15 unterteilt, welche zusammensteckbar sind.At a certain distance from the anchor body 3, a guide plate 8 with openings 9 is arranged in the base tube 6. The individual cable strands are guided within the base tube 6 in guide tubes 10, which extend from the anchor body 3 through the guide plate 8 to the outlet opening 7. Preferably, each guide tube is divided into a plurality of individual sections 15, which are plugged together.

Zusätzlich zur Führungsscheibe 8 ist im Abstand zu dieser eine Zusatzscheibe 16 angeordnet, welche ebenfalls mit Öffnungen 27 versehen ist. Das Grundmuster dieser Öffnungen kann beispielsweise gleich sein wie dasjenige der Öffnungen 4 im Ankerkörper 3, so dass die Seilstränge bzw. die Führungsrohre bis zur Zusatzscheibe 16 parallel verlaufen. Alternativ können die Seilstränge aber auch bereits bis zur Zusatzscheibe 16 geringfügig konvergieren.In addition to the guide plate 8, 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.

An den äussersten Seilsträngen ergibt sich wenigstens von der Zusatzscheibe 16 bis zur Austrittsöffnung 7 ein maximaler Auslenkwinkel α. Der auf der Längsmittelachse 12 verlaufende Seilstrang 1' wird in der neutralen Lage ersichtlicherweise nicht ausgelenkt.At the outermost rope strands results at least from the additional disc 16 to the outlet opening 7 a maximum deflection angle α. The cable strand 1 'extending on the longitudinal central axis 12 is evidently not deflected in the neutral position.

Wenigstens im Bereich der Austrittsöffnung 7 und vorzugsweise auch im Bereich der Führungsscheibe 8 verfügen die Führungsrohre 10 über einen elastischen Wandabschnitt 11. Die Zwischenräume zwischen den Führungsrohren 10 im Sockelrohr 6 sind mit einem Füllmaterial 22 ausgegossen, wobei im vorliegenden Ausführungsbeispiel ein Drainagekanal 25 frei bleibt, welcher sowohl das Füllmaterial als auch das Sockelrohr durchdringt. Die dem Ankerkörper 3 zugewandten Einzelabschnitte 15 der Führungsrohre müssen in ihrer Wandstärke nicht elastisch ausgebildet sein. Diese Abschnitte können beispielsweise in die erweiterten Öffnungen 4 im Ankerkörper 3 eingesteckt werden. Im Bereich der Austrittsöffnung 7 bilden das Sockelrohr 6, das Füllmaterial 22 und die Enden der elastischen Wandabschnitte 11 eine gemeinsame Abschlussebene 26. Die einzelnen Seilstränge oder Litzen können vom Drainagekanal 25 aus gesehen gegen den Ankerkörper 3 z.B. mittels O-Ringen innerhalb der Führungsrohre abgedichtet sein.At least in the region of the outlet opening 7 and preferably also in the region of the guide disk 8, 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. In the region of the outlet opening 7, the base tube 6, 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 ,

Die Anordnung der Öffnungen 4 im Ankerkörper 3 und diejenige der Öffnungen 9 in der Führungsscheibe 8 sind in den Figuren 2 und 3 dargestellt. Ersichtlicherweise korrespondiert diese Anordnung auch mit der Lage der darin geführten Seilstränge. Wie aus Figur 2 ersichtlich ist, liegen die bezogen auf die Längsmittelachse 12 äussersten Öffnungen bzw. deren Zentren auf einem regelmässigen Sechseck 21. Auch die in der Abbildung weiter innen liegenden Öffnungen sind hexagonal angeordnet, so dass sich zwischen den einzelnen Zentren der Öffnungen eine Distanz d1 ergibt.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.

Demgegenüber ist gemäss Figur 3 die Distanz d2 zwischen den Zentren der Öffnungen 9 in der Führungsscheibe 8 bereits reduziert. Wenigstens alle äusseren Öffnungen bzw. deren Zentren sind bereits einer gemeinsamen Kreislinie angenähert. Ersichtlicherweise konvergieren die einzelnen Seilstränge bzw. deren Führungsrohre bereits zwischen dem Ankerkörper 3 und der Austrittsöffnung 7, und zwar von einem hexagonalen Grundmuster zu einem angenähert kreisförmigen Grundmuster.In contrast, according to FIG. 3 the distance d2 between the centers of the openings 9 in the guide disc 8 already reduced. At least all outer openings or their centers are already approximated to a common circular line. Evidently, the individual cable strands or their guide tubes already converge between the anchor body 3 and the outlet opening 7, namely from a hexagonal basic pattern to an approximately circular basic pattern.

Die aus der Austrittsöffnung 7 austretenden Seilstränge sind in einem bestimmten Abstand durch ein Ablenkmittel 23 zum eigentlichen Seilbündel 2 zusammengefasst, das in einem Hüllrohr 24 geführt ist. Dabei ergibt sich die in Figur 4 dargestellte Anordnung der Seilstränge, welche kompakt und auf einem kreisförmigen Muster aneinander anliegen.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.

Aus der Detaildarstellung gemäss Figur 5 ist ersichtlich, dass das Führungsrohr 10 eine hohlzylindrische Innenwand 13 und eine mindestens teilweise gewellte Aussenwand 14 aufweist. Der letzte Abschnitt des elastischen Wandabschnitts 11 ist auch auf der Aussenseite zylindrisch ausgebildet. Daraus ergibt sich über eine bestimmte Länge eine kontinuierliche Wandstärke w des elastischen Wandabschnitts 11. Da der elastische Wandabschnitt 11 im eingebauten Zustand in das relativ starre Füllmaterial 22 eingebettet ist, wird bei einer Auslenkung des entsprechenden Seilstrangs die Innenwand 13 gegen die Aussenwand 14 gepresst. Selbstverständlich wären je nach Anwendungsfall auch andere Querschnittskonfigurationen für den elastischen Wandabschnitt 11 denkbar.From the detailed representation according to FIG. 5 it can be seen that 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. Of course, depending on the application, other cross-sectional configurations for the elastic wall portion 11 are conceivable.

Die Länge L des elastischen Wandabschnitts 11 entspricht beim Ausführungsbeispiel der Gesamtlänge eines einzelnen Rohrabschnitts. Zur Verbindung mit einem vorgelagerten Abschnitt ist ein Steckschaft 28 mit einem reduzierten Durchmesser vorgesehen. Auf diese Weise können innerhalb eines Sockelrohrs 6 beispielsweise drei verschiedene Einzelabschnitte zusammengesteckt sein. Bezogen auf Figur 1 kann es sich dabei jeweils um einen ersten Abschnitt 15 handeln, der direkt in den Ankerkörper 3 eingesteckt ist und der keinerlei Unterstützungsfunktion für einen einzelnen Seilstrang hat. Ein mittlerer Rohrabschnitt 15 erstreckt sich bis zum Drainagekanal 25 und weist bereits eine relativ steife Unterstützung des Seilstrangs auf. Der letzte elastische Rohrabschnitt mit flexibler Unterstützung des Seilstrangs erstreckt sich vom Drainagekanal 25 bis zur Abschlussebene 26.The length L of the elastic wall portion 11 corresponds in the embodiment of the overall length of a single pipe section. For connection to an upstream portion a plug-in shaft 28 is provided with a reduced diameter. In this way, for example, three different individual sections may be plugged together within a base tube 6. Related to FIG. 1 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

Ersichtlicherweise haben die einzelnen Führungsrohre auch den Vorteil, dass unabhängig vom Gesamtdurchmesser des Sockelrohrs 6 bzw. unabhängig von der Anzahl der darin geführten Seilstränge immer die gleichen Führungsrohre eingesetzt werden können. Die Gesamtkosten unterschiedlicher Dimensionen von Verankerungsvorrichtungen reduzieren sich dabei erheblich.Evidently, 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.

Claims (16)

  1. Apparatus for anchoring a plurality of cable strands (1, 1', 1") of a cable bundle (2), having an anchor body (3), which has openings (4) passing through it for the purpose of accommodating each individual cable strand, wherein the cable strands can be anchored by anchoring means (5), and having a holder tube (6), which is connected to the anchor body and has an exit opening (7), wherein guide tubes (10) extend between the openings (4) of the anchor body (3) and the exit opening, it being possible for a respective cable strand to be guided in said guide tubes, and wherein the guide tubes (10), at least in the region of the exit opening (7), have a wall portion (11) which is designed to be of such an elastic nature that the cable strands guided therein can be deflected, in particular can be made to converge towards a longitudinal centre axis (12) of the holder tube (6), characterized in that the centres of at least those openings (4) in the anchor body (3) which are outermost, as seen in relation to the longitudinal centre axis, are arranged on a regular hexagon,
    in that at least one guide disc (8) provided with openings (9) is retained in the holder tube (6), at a distance from the anchor body (3), wherein the guide tubes (10) extend through said openings, and in that the distance (d2) between the centres of the openings (9) in the guide disc (8) is smaller than the distance (d1) between the centres of the openings (4) on the anchor body (3), wherein at least the centres of all the outer openings approximate a common circular line,
    such that the individual cable strands or the guide tubes thereof converge, between the anchor body (3) and the exit opening (7), from a hexagonal basic pattern to a more or less circular basic pattern.
  2. Apparatus according to Claim 1, characterized in that the guide tubes consist of a plastics material, in particular of a polymer, in particular of an elastomeric polymer and/or a thermoplastic polymer.
  3. Apparatus according to Claim 1 or 2, characterized in that the guide tubes, in the region of the exit opening (7), have a wall thickness of 2 mm to 10 mm.
  4. Apparatus according to one of Claims 1 to 3, characterized in that the guide tubes have an elasticity which, when subjected to loading by the cable strands, allows deformation of at least 20% of the wall thickness.
  5. Apparatus according to one of Claims 1 to 4, characterized in that the elastic wall portion (11) has a length of at least 80 mm, preferably at least 140 mm.
  6. Apparatus according to one of Claims 1 to 5, characterized in that the guide tubes have a hollow-cylindrical inner wall (13).
  7. Apparatus according to one of Claims 1 to 6, characterized in that the guide tubes, at least in part, have a structured outer wall (14), in particular a longitudinally corrugated outer wall.
  8. Apparatus according to one of Claims 1 to 7, characterized in that each guide tube comprises a plurality of plugged-together individual portions (15).
  9. Apparatus according to one of Claims 1 to 8, characterized in that the holder tube (6) has retained in it, between the anchor body (3) and the guide disc (8), at least one further, additional disc (16) provided with openings (27).
  10. Apparatus according to one of Claims 1 to 9, characterized in that the anchor body (3) has an external thread (17), on which is screwed a nut (18) for butting against a structure (19).
  11. Apparatus according to one of Claims 1 to 10, characterized in that the anchor body (3), for butting against a structure (19), is formed integrally with an abutment surface.
  12. Apparatus according to one of Claims 1 to 11, characterized in that the guide tubes (10) converge, and are twisted helically about the longitudinal centre axis (12), between the anchor body (3) and the guide disc (8).
  13. Apparatus according to one of Claims 1 to 12, characterized in that the interspaces between the guide tubes (10) in the holder tube (6) are filled, at least in part, with a preferably inherently stable filling material (22).
  14. Apparatus according to Claim 13, characterized in that the interspaces are filled such that the filling material, the end of the holder tube (6) and the ends of the guide tubes (10) are situated flush on a common termination plane.
  15. Arrangement for anchoring a cable bundle (2), having an apparatus according to one of Claims 1 to 14 and having a plurality of cable strands (1, 1', 1"), of which the ends are anchored in the anchor body (3).
  16. Arrangement according to Claim 15, characterized in that a deflecting means (23), at which the cable strands (1, 1', 1") are combined to form a compact cable bundle (2), is arranged at a distance from the exit opening (7).
EP10794966.1A 2010-12-15 2010-12-15 Device for anchoring a plurality of cable strands of a cable bundle Active EP2652201B1 (en)

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Families Citing this family (8)

* 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 (en) * 2013-08-01 2015-02-05 Dywidag-Systems International Gmbh Corrosion-protected tension member and plastically deformable disc made of anti-corrosion material for such a tension member
CN104032677B (en) * 2014-06-05 2016-03-23 长安大学 A kind of taper protective jacket being connected loose noose prevention main push-towing rope and getting rusty
CN104372738B (en) * 2014-10-30 2016-06-01 柳州欧维姆机械股份有限公司 Rope constructional method is changed in a kind of single replaceable anchor heavy stone used as an anchor prestress anchoraging device and installation thereof
CN106638307A (en) * 2015-11-04 2017-05-10 襄阳中铁宏吉工程技术有限公司 Deeply-buried anchorage device
CN107217594A (en) * 2017-08-03 2017-09-29 高自强 A kind of bridge cable anchor system
KR200494644Y1 (en) * 2019-11-21 2021-11-22 다올이앤씨 주식회사 Dummy structure for clamping steel strand
CN114922065A (en) * 2022-05-31 2022-08-19 保利长大工程有限公司 Installation process of anchorage device assembly for bridge

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE794024A (en) 1972-01-21 1973-05-02 Brandestini Antonio ANCHORING DEVICE FOR CABLES COMPOSED OF STRANDS
CH608059A5 (en) 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 (en) * 1987-03-13 1988-04-07 Dyckerhoff & Widmann Ag Corrosion-protected tensioning member, in particular stressing member for prestressed concrete without pretensioning, and process for its installation
DE29813941U1 (en) * 1998-08-04 1999-12-09 Dyckerhoff & Widmann Ag Deflection device for a tendon on a building part
DE19858001A1 (en) * 1998-12-16 2000-06-21 Bilfinger Berger Bau External tendon
FR2794484B1 (en) 1999-06-03 2001-08-03 Freyssinet Int Stup DEVICE FOR ANCHORING A STRUCTURAL CABLE
DE60134304D1 (en) * 2001-01-29 2008-07-17 Vsl Int Ag Apparatus and method for anchoring a cable-stayed end to a base

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WO2012079625A1 (en) 2012-06-21
EP2652201A1 (en) 2013-10-23

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