EP2711461A1 - Support for a rock fall obstruction - Google Patents

Support for a rock fall obstruction Download PDF

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Publication number
EP2711461A1
EP2711461A1 EP12006645.1A EP12006645A EP2711461A1 EP 2711461 A1 EP2711461 A1 EP 2711461A1 EP 12006645 A EP12006645 A EP 12006645A EP 2711461 A1 EP2711461 A1 EP 2711461A1
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EP
European Patent Office
Prior art keywords
support
rope
ground
ground anchor
seilumlenkeinrichtung
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Granted
Application number
EP12006645.1A
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German (de)
French (fr)
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EP2711461B1 (en
Inventor
Manfred Dietl
Franz Oichtner
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TRUMER SCHUTZBAUTEN GESMBH
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TRUMER SCHUTZBAUTEN GESMBH
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Priority to EP12006645.1A priority Critical patent/EP2711461B1/en
Priority to ES12006645.1T priority patent/ES2593639T3/en
Publication of EP2711461A1 publication Critical patent/EP2711461A1/en
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Publication of EP2711461B1 publication Critical patent/EP2711461B1/en
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
    • E01F7/04—Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
    • E01F7/045—Devices specially adapted for protecting against falling rocks, e.g. galleries, nets, rock traps

Definitions

  • the invention relates to a support of a Steintschverbauung according to the preamble of claim 1.
  • Such a support is from the EP 1 911 884 A1 known.
  • Rockfall barriers are installed, for example, on mountain slopes and, in addition to a plurality of generic supports on a safety net arrangement, which is guided via support and center cables on the supports.
  • the invention provides that on the column head a Seilumlenk beautiful is provided, via which or the ropes of a guy rope arrangement can be performed.
  • One end of the rope or the ends of the ropes, if the guy rope arrangement has a plurality of cables, are in this case attached to a first ground anchor, which is fixed on the mountain side, ie above the support in the slope.
  • the other guided over the Seilumlenk issued end of the rope (or ropes) is attached to a second ground anchor, depending on the type of embodiment, which will be described in detail below, the valley, ie below the support or also on the mountain side, in the underground are fixed.
  • the guy rope arrangement can only comprise a cable which is guided by the mountain-side ground anchor (tie rod) to the column head and via the cable deflection device to the column foot.
  • the foot-side end of the rope of the guy rope assembly is connectable to a ground anchor, which is fixed in the ground, so below the support in the ground.
  • the guy rope assembly per support also only a rope on the mountain side, so above the support, in turn fixed with its first end via a ground anchor in the ground, but then on the column head arranged Seilumlenk issued for Stützfußfuß on the mountain side of Support, that is guided above the support and there optionally again via a second deflection to a ground anchor is performed.
  • the first ends are in turn fixed on the mountain side of the support, while the second ends can be fixed tal talseits the support in the ground.
  • the Seilumlemk observed two arranged laterally of the support on the column head deflection rollers at the same height over which the ropes are performed.
  • the respective second ends of the two cables are fixed on both sides of the column foot via ground anchors and possibly energy absorbing devices at least approximately in the center of the column foot in the ground.
  • the support 1 has a column head 2 and a column foot 4, between which a central support part 5 runs, which expires according to the representation selected in the figure in its upper region in the column head 5 and in its slope H adjacent lower portion arranged in the column foot. 4 ends.
  • the support 1 or its central support part 5 has a side downwards, that is to say in the figure, downward-pointing side 6 and a side 7 pointing upwards.
  • the support 1 is provided with a guy rope arrangement indicated in its entirety by the reference numeral 8.
  • the guy rope assembly 8 comprises a rope comprising two rope sections 8A and 8B.
  • the cable section 8A extends from its first end 9, which is fixed to a ground anchor (tie rod) 10, to the column head 1, 2 and extends, as can be seen from the figure, over a cable deflection device 11.
  • a second cable section 8B extends to the column foot 4, where the second end 12 of the rope formed in its entirety by the cable sections 8A and 8B is fixed by means of a second ground anchor 3 in the underground of the slope H.
  • This ground anchor 3 may be a push / pull anchor.
  • the Seilumlenk beautiful 11 has in the figure shown, particularly preferred embodiment on a rotatable roller 11A. Further, the figure shows that an energy absorbing means 13 (e.g., a rope brake) may be disposed in the region of the second end 12.
  • an energy absorbing means 13 e.g., a rope brake
  • the angles which the cable sections 8A and 8B occupy to the slope H, respectively, are selectable according to the anticipated absorbing forces in the construction of the support 1.
  • a second cable arrangement consisting of the cable sections 8'A and 8'B, is also shown by dashed lines.
  • the cable section 8'A extends from its first end 9 ', which is attached to a ground anchor 10', to the cable deflection device 11, which in this embodiment has a second deflection roller 11 B, which is also shown in dashed lines.
  • the second cable section 8'B extends from the deflection roller 11B via a second, preferably to be provided Seilumlenk issued 14 (with further preferably rotatably mounted roller 14A) to a second ground anchor (tie rod 3 ') to which the second end 12' is fixed.
  • the guy cable arrangement 8 can comprise either only the arrangement of the cable sections 8A and 8B or 8'A and 8'B as well as a combination of these cable arrangements with the respective deflection devices 11 and 14, as can be seen from the drawing ,
  • Fig. 2 it is possible to provide two ropes guided in parallel at the same height corresponding to the cable sections 8A and 8B, the cable deflection device 11 then having two deflection rollers 11A arranged side by side at the same height.
  • a corresponding arrangement is also conceivable with respect to the cable sections 8'A and 8'B, as well as a combination of these two cable arrangements.
  • the pulleys 11A of which in Fig. 2 due to the selected representation only one guide roller 11A is visible, on both sides of the support 1, that is arranged on both sides of the support head 2, laterally to the central part 5.
  • the two cable sections 8B extend after deflection by this deflection 11 at least approximately to the center of the column foot 4.
  • the two cable sections 8B are fixed again by ground anchor 3 side of the column foot 4 in the underground of the slope H.
  • FIGS. 3A to 3L Alternative embodiments of the support 1 according to the invention are shown, wherein a highly schematically simplified representation is selected.
  • the support 1 is hereby shown in plan view in a view of the support head 2, the guy rope arrangement is in each case designated by the reference numeral 8.
  • the point 11 respectively represents the Seilumlenk listening and the reference numerals 6 and 7 represent according to the embodiment of the FIGS. 1 and 2 the slope-down-facing side of the support 1 and the middle support part 5 or in the case of the reference numeral 7, the uphill-facing side of the support 1 and the middle support part 5 is.
  • a guy rope assembly 8 comprising a rope, as in the case of the embodiment according to FIG. 1 described with reference to the cable assembly 8'A, 8'B.
  • the Seilumlenk prepared 11 is disposed on the uphill side facing 7, while in the embodiment according to FIG. 3B is provided on the downhill side 6.
  • Lashing cable assemblies 8 are provided, each comprising two ropes, which are accordingly deflected in each case via a Seilumlenk Republic 11 with two deflection points, so for example two pulleys.
  • the embodiments according to the Figures 3C and 3D correspond in principle to those of FIGS. 3A and 3B , wherein, as said, two ropes each form a guy rope arrangement.
  • the free ends of these cable arrangements can be summarized via a ground anchor or separately fixed over two ground anchors.
  • a Seilumlenk Republic 11 is arranged on the uphill side facing 7 and the other on the downhill side 6, as this results in detail from the drawing.
  • a guy rope assembly 8 is provided, which is transferred from two substantially V-shaped guided ropes in a cable section 8C, which then in each case via a Seilumlenk issued 11 in a case on the uphill side 7 and in the case of FIG. 3H is deflected on the downhill side 6 of the support 1.
  • FIGS. 3I and 3J represent embodiments in which the guy rope assembly 8 have first V-shaped converging cable sections and then parallel to each other cable sections, but via two Seilumlenk noticeden or two pulleys once on the uphill side facing 7 and in the case of FIG. 3J be redirected on the downhill side 6.
  • the guy rope assembly 8 also has two ropes, wherein the rope 8E is deflected over a cable guide 11 arranged on the uphill side 7, while the rope 8 of FIG Abspannseilan Aunt 8 is deflected on the downhill side 6 via a deflecting device 11.
  • FIG. 3L Finally shows a guy rope arrangement with ropes 8F and 8G, which are respectively deflected by Seilumlenk Anlagenen 11, which are arranged approximately in the middle of the support 1 next to the support head 2 and from there reroute the ropes 8F and 8G in the slope, the side of the column foot 4th in the underground.
  • a reduction in the armature forces is achieved because not only a mountain-side restraining rope (which would correspond to the rope sections 8A and 8'A, respectively) is provided, but a guy rope assembly 8 with rope deflector 11 and / or 14, as they are previously explained according to the different embodiments.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

The support (1) has a middle support part (5) arranged between a support head (2) and a column base (4) and comprising a down slope facing side (6) and an uphill facing side (7). Two ends of an anchoring rope arrangement (8) are connectable with two soil anchors (10, 3), respectively. A rope deflection device (11) is arranged at the support head, and the rope arrangement is guided over the deflection device. The anchoring rope arrangement comprises rope portions (8A, 8'A, 8B, 8'B) that are arranged next to each other. The deflection device comprises two deflection rollers (11A, 11B).

Description

Die Erfindung betrifft eine Stütze einer Steinschlagverbauung gemäß dem Oberbegriff des Anspruches 1.The invention relates to a support of a Steinschlagverbauung according to the preamble of claim 1.

Eine derartige Stütze ist aus der EP 1 911 884 A1 bekannt. Steinschlagverbauungen werden beispielsweise an Berghängen installiert und weisen neben einer Mehrzahl von gattungsgemäßen Stützen eine Fangnetzanordnung auf, die über Trag- und Mittelseile an den Stützen geführt ist.Such a support is from the EP 1 911 884 A1 known. Rockfall barriers are installed, for example, on mountain slopes and, in addition to a plurality of generic supports on a safety net arrangement, which is guided via support and center cables on the supports.

Um die auf die Steinschlagverbauung einwirkenden Kräfte aufzunehmen, sind die Stützen u.a. mittels bergseitiger Rückhalteseile gehalten, die an einem Ende am Stützenkopf angreifen und an ihrem anderen Ende beispielsweise über Bodenanker (Zuganker oder kombinierte Druck-/Zuganker) im Untergrund fixiert werden.In order to absorb the forces acting on the Steinschlagverbauung forces, the supports u.a. held by means of mountain-side restraint ropes which engage at one end on the column head and at its other end, for example, via ground anchors (tie rods or combined pressure / tension anchor) are fixed in the ground.

Es ist Aufgabe der vorliegenden Erfindung, eine Stütze der im Oberbegriff des Anspruches 1 angegebenen Art zu schaffen, die eine Minimierung bzw. zumindest Reduzierung der auftretenden Ankerkräfte ermöglicht.It is an object of the present invention to provide a support of the type specified in the preamble of claim 1, which enables minimization or at least reduction of the occurring armature forces.

Die Lösung dieser Aufgabe erfolgt durch die Merkmale des Anspruches 1.The solution of this object is achieved by the features of claim 1.

Dementsprechend ist erfindungsgemäß vorgesehen, dass am Stützenkopf eine Seilumlenkeinrichtung vorgesehen ist, über das bzw. die Seile einer Abspannseilanordnung geführt werden können. Ein Ende des Seile bzw. die Enden der Seile, falls die Abspannseilanordnung mehrere Seile aufweist, sind hierbei an einem ersten Bodenanker angebracht, der auf der Bergseite, also oberhalb der Stütze im Hang fixiert ist. Das andere über die Seilumlenkeinrichtung geführte Ende des Seile (bzw. der Seile) wird an einem zweiten Bodenanker angebracht, der je nach der Art der Ausführungsform, die nachfolgend im Einzelnen beschrieben werden, talseitig, also unterhalb der Stütze bzw. ebenfalls bergseitig, im Untergrund fixiert sind.Accordingly, the invention provides that on the column head a Seilumlenkeinrichtung is provided, via which or the ropes of a guy rope arrangement can be performed. One end of the rope or the ends of the ropes, if the guy rope arrangement has a plurality of cables, are in this case attached to a first ground anchor, which is fixed on the mountain side, ie above the support in the slope. The other guided over the Seilumlenkeinrichtung end of the rope (or ropes) is attached to a second ground anchor, depending on the type of embodiment, which will be described in detail below, the valley, ie below the support or also on the mountain side, in the underground are fixed.

Die Unteransprüche haben vorteilhafte Weiterbildungen der Erfindungen zum Inhalt.The dependent claims have advantageous developments of the inventions to the content.

Wie zuvor bereits erläutert, kann die Abspannseilanordnung lediglich ein Seil aufweisen, das vom bergseitigen Bodenanker (Zuganker) zum Stützenkopf und über die Seilumlenkeinrichtung zum Stützenfuß geführt wird. Bei einer Ausführungsform ist das fußseitige Ende des Seiles der Abspannseilanordnung mit einem Bodenanker verbindbar, der talseitig, also unterhalb der Stütze im Untergrund fixiert wird.As already explained above, the guy rope arrangement can only comprise a cable which is guided by the mountain-side ground anchor (tie rod) to the column head and via the cable deflection device to the column foot. In one embodiment, the foot-side end of the rope of the guy rope assembly is connectable to a ground anchor, which is fixed in the ground, so below the support in the ground.

Bei einer alternativen Ausführungsform weist die Abspannseilanordnung pro Stütze ebenfalls lediglich ein Seil auf, das bergseitig, also oberhalb der Stütze, mit seinem ersten Ende wiederum über einen Bodenanker im Untergrund fixiert ist, dann allerdings über die am Stützenkopf angeordnete Seilumlenkeinrichtung zum Stützenfuß auf der Bergseite der Stütze, also oberhalb der Stütze geführt und dort gegebenenfalls nochmals über eine zweite Umlenkeinrichtung zu einem Bodenanker geführt wird.In an alternative embodiment, the guy rope assembly per support also only a rope on the mountain side, so above the support, in turn fixed with its first end via a ground anchor in the ground, but then on the column head arranged Seilumlenkeinrichtung for Stützfußfuß on the mountain side of Support, that is guided above the support and there optionally again via a second deflection to a ground anchor is performed.

Bei einer weiteren denkbaren alternativen Ausführungsform ist es möglich, zwei Seile pro Stütze und Abspannseilanordnung vorzusehen, von denen eines mit seinem zweiten Ende talseitig und das andere im Bereich des Stützenfußes bergseitig, wie zuvor erläutert, angeordnet und fixiert wird.In a further conceivable alternative embodiment, it is possible to provide two ropes per support and guy rope arrangement, one of which is arranged and fixed at the valley side with its second end and the other in the region of the column foot, as explained above.

Bei einer weiteren denkbaren Ausführungsform ist es möglich, pro Stütze und Abspannseilanordnung zwei parallel auf gleicher Höhe geführte Seile vorzusehen, deren erste Enden wiederum bergseits der Stütze fixiert sind, während die zweiten Enden talseits der Stütze im Untergrund fixiert werden können. In diesem Falle weist die Seilumlemkeinrichtung zwei seitlich der Stütze am Stützenkopf angeordnete Umlenkrollen auf gleicher Höhe auf, über die die Seile geführt werden. In diesem Falle werden die jeweils zweiten Enden der beiden Seile beiderseits des Stützenfußes über Bodenanker und ggf. Energieabsorbierungseinrichtungen zumindest in etwa mittig des Stützenfußes im Untergrund fixiert.In a further conceivable embodiment, it is possible to provide per support and guy rope two parallel guided at the same height ropes, the first ends are in turn fixed on the mountain side of the support, while the second ends can be fixed tal talseits the support in the ground. In this case, the Seilumlemkeinrichtung two arranged laterally of the support on the column head deflection rollers at the same height over which the ropes are performed. In this case, the respective second ends of the two cables are fixed on both sides of the column foot via ground anchors and possibly energy absorbing devices at least approximately in the center of the column foot in the ground.

Weitere Einzelheiten, Vorteile und Merkmale der vorliegenden Erfindung ergeben sich aus nachfolgender Beschreibung von Ausführungsbeispielen anhand der Zeichnung. Darin zeigt:

  • Fig. 1 eine schematisch stark vereinfachte Darstellung einer ersten Ausführungsform einer erfindungsgemäßen Stütze,
  • Fig. 2 eine der Fig. 1 entsprechende Darstellung einer zweiten Ausführungsform, und
  • Fig. 3A - L Draufsichten auf schematisch stark vereinfachte Darstellungen von Ausführungsformen der erfindungsgemäßen Stütze
Further details, advantages and features of the present invention will become apparent from the following description of exemplary embodiments with reference to the drawing. It shows:
  • Fig. 1 a schematically simplified view of a first embodiment of a support according to the invention,
  • Fig. 2 one of the Fig. 1 corresponding representation of a second embodiment, and
  • Fig. 3A - L Top views of schematically simplified representations of embodiments of the support according to the invention

Die einzige Figur der Zeichnung zeigt in schematisch stark vereinfachter Darstellung eine Stütze 1 einer Steinschlagverbauung, die zur Vereinfachung der Erläuterung der Prinzipien vorliegender Erfindung nicht mit sämtlichen ihrer Bestandteile dargestellt ist. Im Einsatzfall weist die Steinschlagverbauung natürlich alle diese erforderlichen Teile, wie insbesondere eine Mehrzahl von über den Berghang H verteilter aufrecht stehender Stützen und ein Fangnetz auf, das mittels Seilen an den Stützen geführt und im Untergrund fixiert werden kann. Beispiele für derartige Steinschlagverbauungen können der gattungsgemäßen EP 1 911 884 A1 und der EP 2 489 785 A1 entnommen werden, deren jeweiliger Offenbarungsgehalt hiermit durch explizite Bezugnahme zum Offenbarungsgehalt vorliegender Anmeldung gemacht wird.The sole figure of the drawing shows in schematically greatly simplified representation of a support 1 of a Steinschlagverbauung, which is not shown to simplify the explanation of the principles of the present invention with all its constituents. In case of application, the rockfall barrier, of course, all these required parts, such as in particular a plurality of distributed over the hillside H upright columns and a safety net, which can be guided by means of cables to the supports and fixed in the ground. Examples of such rockfall barriers can the generic EP 1 911 884 A1 and the EP 2 489 785 A1 are taken, the respective disclosure content of which is hereby made by explicit reference to the disclosure content of the present application.

Die Stütze 1 weist einen Stützenkopf 2 und einen Stützenfuß 4 auf, zwischen denen ein mittleres Stützenteil 5 verläuft, der gemäß der in der Figur gewählten Darstellung in seinem oberen Bereich im Stützenkopf 5 ausläuft und in seinem dem Hang H benachbart angeordneten unteren Bereich im Stützenfuß 4 endet.The support 1 has a column head 2 and a column foot 4, between which a central support part 5 runs, which expires according to the representation selected in the figure in its upper region in the column head 5 and in its slope H adjacent lower portion arranged in the column foot. 4 ends.

Aufgrund der in der Figur gezeigten Einbaustellung ergibt sich, dass die Stütze 1 bzw. ihr mittleres Stützenteil 5 eine hangabwärts, also in der Figur nach unten weisende Seite 6 und eine hangaufwärts weisende Seite 7 hat.Due to the installation position shown in the figure, it follows that the support 1 or its central support part 5 has a side downwards, that is to say in the figure, downward-pointing side 6 and a side 7 pointing upwards.

Die Stütze 1 ist mit einer in ihrer Gesamtheit mit der Bezugsziffer 8 gekennzeichneten Abspannseilanordnung versehen.The support 1 is provided with a guy rope arrangement indicated in its entirety by the reference numeral 8.

Gemäß einer ersten Ausführungsform weist die Abspannseilanordnung 8 ein Seil auf, das zwei Seilabschnitte 8A und 8B umfasst. Der Seilabschnitt 8A verläuft von seinem ersten Ende 9, das an einem Bodenanker (Zuganker) 10 fixiert ist, zum Stützenkopf 1, 2 und verläuft, wie sich aus der Figur ergibt, über eine Seilumlenkeinrichtung 11. Von dort verläuft ein zweiter Seilabschnitt 8B zum Stützenfuß 4, wo das zweite Ende 12 des in seiner Gesamtheit von den Seilabschnitten 8A und 8B gebildeten Seils mittels eines zweiten Bodenankers 3 im Untergrund des Hanges H fixiert ist. Dieser Bodenanker 3 kann ein Druck-/Zuganker sein.According to a first embodiment, the guy rope assembly 8 comprises a rope comprising two rope sections 8A and 8B. The cable section 8A extends from its first end 9, which is fixed to a ground anchor (tie rod) 10, to the column head 1, 2 and extends, as can be seen from the figure, over a cable deflection device 11. From there, a second cable section 8B extends to the column foot 4, where the second end 12 of the rope formed in its entirety by the cable sections 8A and 8B is fixed by means of a second ground anchor 3 in the underground of the slope H. This ground anchor 3 may be a push / pull anchor.

Die Seilumlenkeinrichtung 11 weist bei der in der Figur dargestellten, besonders bevorzugten Ausführungsform eine drehbare Rolle 11A auf. Ferner zeigt die Figur, dass im Bereich des zweiten Endes 12 eine Energieabsorbiereinrichtung 13 (z.B. eine Seilbremse) angeordnet sein kann.The Seilumlenkeinrichtung 11 has in the figure shown, particularly preferred embodiment on a rotatable roller 11A. Further, the figure shows that an energy absorbing means 13 (e.g., a rope brake) may be disposed in the region of the second end 12.

Die Winkel, die die Seilabschnitte 8A und 8B jeweils zum Hang H einnehmen, sind je nach den zu erwarten aufnehmenden Kräften bei der Konstruktion der Stütze 1 wählbar.The angles which the cable sections 8A and 8B occupy to the slope H, respectively, are selectable according to the anticipated absorbing forces in the construction of the support 1.

In der Figur ist ferner strichliert eine zweite Seilanordnung, bestehend aus den Seilabschnitten 8'A und 8'B gezeigt. Der Seilabschnitt 8'A verläuft von seinem ersten Ende 9', das an einem Bodenanker 10' angebracht ist, zur Seilumlenkeinrichtung 11, die bei dieser Ausführungsform eine zweite Umlenkrolle 11 B aufweist, die ebenfalls strichliert eingezeichnet ist. Der zweite Seilabschnitt 8'B verläuft von der Umlenkrolle 11 B über eine zweite, vorzugsweise vorzusehende Seilumlenkeinrichtung 14 (mit weiterer vorzugsweise drehbar gelagerter Rolle 14A) zu einem zweiten Bodenanker (Zuganker 3'), an dem das zweite Ende 12' fixiert ist.In the figure, a second cable arrangement, consisting of the cable sections 8'A and 8'B, is also shown by dashed lines. The cable section 8'A extends from its first end 9 ', which is attached to a ground anchor 10', to the cable deflection device 11, which in this embodiment has a second deflection roller 11 B, which is also shown in dashed lines. The second cable section 8'B extends from the deflection roller 11B via a second, preferably to be provided Seilumlenkeinrichtung 14 (with further preferably rotatably mounted roller 14A) to a second ground anchor (tie rod 3 ') to which the second end 12' is fixed.

Gemäß den eingangs erläuterten alternativen Ausführungsformen kann die Abspannseilanordnung 8 entweder nur die Anordnung aus den Seilabschnitten 8A und 8B oder 8'A und 8'B sowie auch eine Kombination dieser Seilanordnungen mit den jeweiligen Umlenkeinrichtungen 11 und 14 umfassen, wie sich dies aus der Zeichnung ergibt.According to the alternative embodiments explained in the introduction, the guy cable arrangement 8 can comprise either only the arrangement of the cable sections 8A and 8B or 8'A and 8'B as well as a combination of these cable arrangements with the respective deflection devices 11 and 14, as can be seen from the drawing ,

Ferner ist es gemäß Fig. 2 möglich, zwei parallel auf gleicher Höhe geführte Seile entsprechend den Seilabschnitten 8A und 8B vorzusehen, wobei dann die Seilumlenkeinrichtung 11 zwei auf gleicher Höhe nebeneinander angeordnete Umlenkrollen 11A aufweist. Eine entsprechende Anordnung ist auch bezüglich der Seilabschnitte 8'A und 8'B denkbar, wie auch eine Kombination dieser beiden Seilanordnungen. Wie Fig. 2 ferner verdeutlicht, sind in diesem Falle die Umlenkrollen 11A, von denen in Fig. 2 aufgrund der gewählten Darstellung nur eine Umlenkrolle 11A sichtbar ist, beiderseits der Stütze 1, also beiderseits des Stützenkopfes 2, seitlich zum Mittelteil 5 angeordnet.Furthermore, it is according to Fig. 2 it is possible to provide two ropes guided in parallel at the same height corresponding to the cable sections 8A and 8B, the cable deflection device 11 then having two deflection rollers 11A arranged side by side at the same height. A corresponding arrangement is also conceivable with respect to the cable sections 8'A and 8'B, as well as a combination of these two cable arrangements. As Fig. 2 further clarified, in this case, the pulleys 11A, of which in Fig. 2 due to the selected representation only one guide roller 11A is visible, on both sides of the support 1, that is arranged on both sides of the support head 2, laterally to the central part 5.

Die beiden Seilabschnitte 8B verlaufen nach Umlenkung durch diese Umlenkeinrichtung 11 zumindest in etwa zur Mitte des Stützenfußes 4. Hier werden die beiden Seilabschnitte 8B jeweils wieder durch Bodenanker 3 seitlich des Stützenfußes 4 im Untergrund des Hanges H fixiert.The two cable sections 8B extend after deflection by this deflection 11 at least approximately to the center of the column foot 4. Here, the two cable sections 8B are fixed again by ground anchor 3 side of the column foot 4 in the underground of the slope H.

In den Figuren 3A bis 3L sind alternative Ausführungsformen der erfindungsgemäßen Stütze 1 dargestellt, wobei eine stark schematisiert vereinfachte Darstellung gewählt ist. Die Stütze 1 ist hierbei in Draufsicht also in einer Ansicht auf den Stützenkopf 2 dargestellt, die Abspannseilanordnung ist jeweils mit der Bezugsziffer 8 gekennzeichnet. Der Punkt 11 stellt jeweils die Seilumlenkeinrichtung dar und die Bezugszeichen 6 und 7 stellen entsprechend der Ausführungsform gemäß den Figuren 1 und 2 die hangabwärts weisende Seite der Stütze 1 bzw. des mittleren Stützenteils 5 bzw. im Falle der Bezugsziffer 7 die hangaufwärts weisende Seite der Stütze 1 bzw. des mittleren Stützenteils 5 dar.In the FIGS. 3A to 3L Alternative embodiments of the support 1 according to the invention are shown, wherein a highly schematically simplified representation is selected. The support 1 is hereby shown in plan view in a view of the support head 2, the guy rope arrangement is in each case designated by the reference numeral 8. The point 11 respectively represents the Seilumlenkeinrichtung and the reference numerals 6 and 7 represent according to the embodiment of the FIGS. 1 and 2 the slope-down-facing side of the support 1 and the middle support part 5 or in the case of the reference numeral 7, the uphill-facing side of the support 1 and the middle support part 5 is.

Gemäß der Figur 3A ist mithin eine Abspannseilanordnung 8 dargestellt, die ein Seil umfasst, wie im Falle der Ausführungsform gemäß Figur 1 anhand der Seilanordnung 8'A, 8'B beschrieben. Die Seilumlenkeinrichtung 11 ist auf der hangaufwärts weisenden Seite 7 angeordnet, während sie bei der Ausführungsform gemäß Figur 3B auf der hangabwärts weisenden Seite 6 vorgesehen ist.According to the FIG. 3A Accordingly, a guy rope assembly 8 is shown comprising a rope, as in the case of the embodiment according to FIG FIG. 1 described with reference to the cable assembly 8'A, 8'B. The Seilumlenkeinrichtung 11 is disposed on the uphill side facing 7, while in the embodiment according to FIG. 3B is provided on the downhill side 6.

Bei den Ausführungsformen gemäß den Figuren 3C bis 3F sind Abspannseilanordnungen 8 vorgesehen, die jeweils zwei Seile umfassen, die dementsprechend jeweils über eine Seilumlenkeinrichtung 11 mit zwei Umlenkstellen, also beispielsweise zwei Umlenkrollen umgelenkt werden. Die Ausführungsformen gemäß den Figuren 3C und 3D entsprechen im Prinzip denen der Figuren 3A und 3B, wobei, wie gesagt, jeweils zwei Seile eine Abspannseilanordnung bilden. Die freien Enden dieser Seilanordnungen können zusammengefasst über einen Bodenanker oder getrennt über zwei Bodenanker fixiert werden.In the embodiments according to the FIGS. 3C to 3F Lashing cable assemblies 8 are provided, each comprising two ropes, which are accordingly deflected in each case via a Seilumlenkeinrichtung 11 with two deflection points, so for example two pulleys. The embodiments according to the Figures 3C and 3D correspond in principle to those of FIGS. 3A and 3B , wherein, as said, two ropes each form a guy rope arrangement. The free ends of these cable arrangements can be summarized via a ground anchor or separately fixed over two ground anchors.

Bei der Ausführungsform gemäß Figur 3E weist die Seilumlenkeinrichtung 11 zwei Umlenkpunkte auf, die seitlich der Stütze 1 bzw. des Stützenkopfes 2 vorgesehen sind.In the embodiment according to FIG. 3E has the Seilumlenkeinrichtung 11 two deflection points, which are provided laterally of the support 1 and the support head 2.

Bei der Ausführungsform gemäß Figur 3F ist eine Seilumlenkeinrichtung 11 auf der hangaufwärts weisenden Seite 7 und die andere auf der hangabwärts weisenden Seite 6 angeordnet, wie sich dies im einzelnen aus der zeichnerischen Darstellung ergibt.In the embodiment according to FIG. 3F a Seilumlenkeinrichtung 11 is arranged on the uphill side facing 7 and the other on the downhill side 6, as this results in detail from the drawing.

Bei den Ausführungsformen gemäß den Figuren 3G und 3H ist eine Abspannseilanordnung 8 vorgesehen, die von zwei im Wesentlichen v-förmigen geführten Seilen in einen Seilabschnitt 8C überführt wird, der dann jeweils über eine Seilumlenkeinrichtung 11 im einen Falle auf der hangaufwärts weisenden Seite 7 und im Falle der Figur 3H auf der hangabwärts weisenden Seite 6 der Stütze 1 umgelenkt wird.In the embodiments according to the Figures 3G and 3H a guy rope assembly 8 is provided, which is transferred from two substantially V-shaped guided ropes in a cable section 8C, which then in each case via a Seilumlenkeinrichtung 11 in a case on the uphill side 7 and in the case of FIG. 3H is deflected on the downhill side 6 of the support 1.

Die Figuren 3I und 3J stellen Ausführungsformen dar, bei denen die Abspannseilanordnung 8 zuerst v-förmig zusammenlaufende Seilabschnitte und dann parallel zueinander verlaufende Seilabschnitte aufweisen, jedoch über jeweils zwei Seilumlenkeinrichtungen bzw. zwei Umlenkrollen einmal auf der hangaufwärts weisenden Seite 7 und im Falle der Figur 3J auf der hangabwärts weisenden Seite 6 umgelenkt werden.The FIGS. 3I and 3J represent embodiments in which the guy rope assembly 8 have first V-shaped converging cable sections and then parallel to each other cable sections, but via two Seilumlenkeinrichtungen or two pulleys once on the uphill side facing 7 and in the case of FIG. 3J be redirected on the downhill side 6.

Bei der Ausführungsform gemäß Figur 3K weist die Abspannseilanordnung 8 ebenfalls zwei Seile auf, wobei das Seil 8E über eine auf der hangaufwärts weisenden Seite 7 angeordneten Seilumlenkeinrichtung 11 umgelenkt wird, während das Seil 8 der Abspannseilanordnung 8 auf der hangabwärts weisenden Seite 6 über eine Umlenkeinrichtung 11 umgelenkt wird.In the embodiment according to Figure 3K the guy rope assembly 8 also has two ropes, wherein the rope 8E is deflected over a cable guide 11 arranged on the uphill side 7, while the rope 8 of FIG Abspannseilanordnung 8 is deflected on the downhill side 6 via a deflecting device 11.

Die Ausführungsform gemäß der Figur 3L zeigt schließlich eine Abspannseilanordnung mit Seilen 8F bzw. 8G, die jeweils über Seilumlenkeinrichtungen 11 umgelenkt werden, die in etwa mittig der Stütze 1 neben dem Stützenkopf 2 angeordnet sind und von dort die Seile 8F und 8G in den Hang umleiten, die seitlich des Stützenfußes 4 im Untergrund münden.The embodiment according to the FIG. 3L Finally shows a guy rope arrangement with ropes 8F and 8G, which are respectively deflected by Seilumlenkeinrichtungen 11, which are arranged approximately in the middle of the support 1 next to the support head 2 and from there reroute the ropes 8F and 8G in the slope, the side of the column foot 4th in the underground.

In jedem Falle wird bei jeder der erläuterten Ausführungsformen eine Reduzierung der Ankerkräfte erreicht, da nicht nur ein bergseitiges Rückhalteseil (was den Seilabschnitten 8A bzw. 8'A entspräche) vorgesehen ist, sondern eine Abspannseilanordnung 8 mit Seilumlenkeinrichtung 11 und/oder 14, wie sie zuvor entsprechend den unterschiedlichen Ausführungsformen erläutert worden ist.In any case, in each of the illustrated embodiments, a reduction in the armature forces is achieved because not only a mountain-side restraining rope (which would correspond to the rope sections 8A and 8'A, respectively) is provided, but a guy rope assembly 8 with rope deflector 11 and / or 14, as they are previously explained according to the different embodiments.

Neben der voranstehenden schriftlichen Offenbarung der Erfindung wird hiermit explizit auf deren zeichnerische Darstellung in der einzigen Figur Bezug genommen.In addition to the above written disclosure of the invention, reference is hereby explicitly made to the drawings in the single figure.

BezugszeichenlisteLIST OF REFERENCE NUMBERS

11
Stützesupport
22
Stützenkopfsupport your head
3, 3'3, 3 '
Bodenankerground anchor
44
Stützenfußbase support
55
mittleres Stützenteilmiddle support part
66
hangabwärts weisende Seite des mittleren Stützenteils 5downwardly facing side of the middle support part. 5
77
hangaufwärts weisende Seite des mittleren Stützenteils 5Uphill-facing side of the middle support part. 5
88th
AbspannseilanordnungGuy rope arrangement
8A,B, 8'A, B, 8C, 8D, 8E, 8F, 8G8A, B, 8'A, B, 8C, 8D, 8E, 8F, 8G
Seilabschnitte bzw. SeileRope sections or ropes
9, 9'9, 9 '
erstes Endefirst end
10, 10'10, 10 '
Bodenankerground anchor
1111
SeilumlenkeinrichtungSeilumlenkeinrichtung
11A,B11A, B
Umlenkrollenguide rollers
12,12'12.12 '
zweites Endesecond end
1313
EnergieabsorbierungseinrichtungEnergy-absorbing
1414
zweite Seilumlenkeinrichtungsecond Seilumlenkeinrichtung
14A14A
Umlenkrolleidler pulley
HH
Hanghillside

Claims (10)

Stütze (1) für eine Steinschlagverbauung - mit einem Stützenkopf (2); - mit einem Stützenfuß (4); - mit einem mittleres Stützenteil (5), der zwischen dem Stützenkopf (2) und dem Stützenfuß (4) angeordnet ist und der eine, im Montagezustand, hangabwärts weisende Seite (6) und eine hangaufwärts weisende Seite (7) aufweist; und - mit einer Abspannseilanordnung (8), deren eines Ende (9) mit einem ersten Bodenanker (10) verbindbar ist,
dadurch gekennzeichnet, - dass am Stützenkopf (2) eine Seilumlenkeinrichtung (11) angeordnet ist, über die die Abspannseilanordnung (8) geführt ist, deren anderes Ende (12) mit einem zweiten Bodenanker (3) verbindbar ist. Support (1) for a rockfall barrier - With a support head (2); - with a column foot (4); - Having a central support member (5) which is arranged between the support head (2) and the support base (4) and one, in the assembled state, downwardly facing side (6) and a side facing upwards (7); and - with a guy rope arrangement (8), whose one end (9) is connectable to a first ground anchor (10),
characterized, - That on the column head (2) a Seilumlenkeinrichtung (11) is arranged, via which the guy rope arrangement (8) is guided, whose other end (12) with a second ground anchor (3) is connectable. Stütze nach Anspruch 1, dadurch gekennzeichnet, dass die Abspannseilanordnung (8) ein Seil (8A, 8B) aufweist und dass der erste Bodenanker (10) auf der hangaufwärts weisenden Seite (7) und der zweite Bodenanker (3) auf der hangabwärts weisenden Seite (6) des Mittleres Stützenteils (5) im Untergrund fixierbar ist.Support according to claim 1, characterized in that the guy rope arrangement (8) comprises a rope (8A, 8B) and that the first ground anchor (10) on the uphill side (7) and the second ground anchor (3) on the downhill side (6) of the middle support part (5) is fixable in the ground. Stütze nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass das Seil (8A, 8B) der Abspannseilanordnung (8) im Bereich des anderen Endes (12) mit einer Energieabsorbierungseinrichtung (13) versehen ist.Support according to claim 1 or 2, characterized in that the cable (8A, 8B) of the guy rope arrangement (8) is provided with an energy absorbing device (13) in the region of the other end (12). Stütze nach Anspruch 1, dadurch gekennzeichnet, dass die Abspannseilanordnung (8) ein Seil (8'A, 8'B) aufweist und dass der erste Bodenanker (10') auf der hangaufwärts weisenden Seite (7) und der zweite Bodenanker (3') ebenfalls auf der hangaufwärts weisenden Seite (7) benachbart zum Stützenfuß (4) im Untergrund fixierbar ist.A support according to claim 1, characterized in that the guy rope assembly (8) comprises a rope (8'A, 8'B) and that the first ground anchor (10 ') on the uphill side (7) and the second ground anchor (3' ) Also on the uphill side (7) adjacent to the column foot (4) is fixable in the ground. Stütze nach Anspruch 4, dadurch gekennzeichnet, dass eine zweite Seilumlenkeinrichtung (14) benachbart zum Stützenfuß (4) am Mittleres Stützenteil (5) angeordnet ist.Support according to claim 4, characterized in that a second Seilumlenkeinrichtung (14) adjacent to the column foot (4) on the middle support part (5) is arranged. Stütze nach einem der Ansprüche 2 bis 5, dadurch gekennzeichnet, dass die Abspannseilanordnung (8) zwei Seile (8A, 8B und 8'A und 8'B) aufweist, wobei der erste Bodenanker (10) des ersten Seils (8A, 8B) und der erste Bodenanker (10') des zweiten Seils (8'A, 8'B) auf der hangaufwärts liegenden Seite (7) des Mittleres Stützenteils (5) im Untergrund fixierbar ist und der zweite Bodenanker (3) des ersten Seils (8A, 8B) auf der hangabwärts weisenden Seite (6) des Mittleres Stützenteils (5) im Untergrund fixierbar ist, während der zweite Bodenanker (3') des zweiten Seils (8'A, 8'B) auf der hangaufwärts weisenden Seite (7) des Mittleres Stützenteils (5) im Untergrund fixierbar ist.A support according to any one of claims 2 to 5, characterized in that the guy rope arrangement (8) comprises two cables (8A, 8B and 8'A and 8'B), the first floor anchor (10) of the first cable (8A, 8B) and the first ground anchor (10 ') of the second rope (8'A, 8'B) on the uphill side (7) of the middle support part (5) is fixable in the ground and the second ground anchor (3) of the first rope (8A 8B) on the downhill side (6) of the middle support part (5) is fixable in the ground, while the second ground anchor (3 ') of the second rope (8'A, 8'B) on the uphill side (7) of the middle support part (5) is fixable in the ground. Stütze nach Anspruch 6, dadurch gekennzeichnet, dass eine zweite Seilumlenkeinrichtung (14) benachbart zum Stützenfuß (4) am Mittleres Stützenteil (5) angeordnet ist.Support according to claim 6, characterized in that a second Seilumlenkeinrichtung (14) adjacent to the column foot (4) on the middle support member (5) is arranged. Stütze nach Anspruch 2 oder 3, dadurch gekennzeichnet, dass die Abspannseilanordnung (8) zwei nebeneinander auf gleicher Höhe geführte Seile (8A, 8B) aufweist und zwei erste Bodenanker (10) und zwei zweite Bodenanker (3) zur Fixierung der beiden nebeneinander auf gleicher Höhe geführten Seile (8A, 8B) vorgesehen sind.Support according to claim 2 or 3, characterized in that the guy rope arrangement (8) has two ropes (8A, 8B) guided side by side at the same height and two first floor anchors (10) and two second floor anchors (3) for fixing the two side by side on the same Height guided ropes (8A, 8B) are provided. Stütze nach Anspruch 1, dadurch gekennzeichnet, dass die Seilumlenkeinrichtung (11) zumindest eine, vorzugsweise drehbar gelagerte, Umlenkrolle (11A, 11 B) aufweist.Support according to claim 1, characterized in that the Seilumlenkeinrichtung (11) has at least one, preferably rotatably mounted, deflection roller (11A, 11 B). Stütze nach Anspruch 6, dadurch gekennzeichnet, dass die Seilumlenkeinrichtung zwei, vorzugsweise drehbar gelagerte, auf gleicher Höhe am Stützenkopf (2) angeordnete Umlenkrollen (11A) aufweist.Support according to claim 6, characterized in that the Seilumlenkeinrichtung two, preferably rotatably mounted, at the same height at the column head (2) arranged deflection rollers (11A).
EP12006645.1A 2012-09-21 2012-09-21 Support for a rock fall obstruction Active EP2711461B1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP12006645.1A EP2711461B1 (en) 2012-09-21 2012-09-21 Support for a rock fall obstruction
ES12006645.1T ES2593639T3 (en) 2012-09-21 2012-09-21 Support for protection against falling stones

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP12006645.1A EP2711461B1 (en) 2012-09-21 2012-09-21 Support for a rock fall obstruction

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EP2711461A1 true EP2711461A1 (en) 2014-03-26
EP2711461B1 EP2711461B1 (en) 2016-06-08

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11414821B2 (en) * 2020-05-05 2022-08-16 Southwest Jiaotong University Expandable modular energy-dissipation protection net unit group and protection net system formed by the same

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0877122A1 (en) * 1997-05-07 1998-11-11 Laurent Thomel Dynamic barrier with energy dissipation loops for arresting rockfall
EP1036884A2 (en) * 1999-03-18 2000-09-20 Fraunhofer Management Gesellschaft mbH Deflecting device for avalanches with inclined surface areas
EP1500747A1 (en) * 2003-07-24 2005-01-26 Trumer Schutzbauten GesmbH Supported energy absorbing structure
EP1911884A1 (en) 2006-10-13 2008-04-16 Trumer Schutzbauten GesmbH Support for protection against falling rocks
EP2489785A1 (en) 2011-02-17 2012-08-22 Trumer Schutzbauten GesmbH Rock fall obstruction

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0877122A1 (en) * 1997-05-07 1998-11-11 Laurent Thomel Dynamic barrier with energy dissipation loops for arresting rockfall
EP1036884A2 (en) * 1999-03-18 2000-09-20 Fraunhofer Management Gesellschaft mbH Deflecting device for avalanches with inclined surface areas
EP1500747A1 (en) * 2003-07-24 2005-01-26 Trumer Schutzbauten GesmbH Supported energy absorbing structure
EP1911884A1 (en) 2006-10-13 2008-04-16 Trumer Schutzbauten GesmbH Support for protection against falling rocks
EP2489785A1 (en) 2011-02-17 2012-08-22 Trumer Schutzbauten GesmbH Rock fall obstruction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11414821B2 (en) * 2020-05-05 2022-08-16 Southwest Jiaotong University Expandable modular energy-dissipation protection net unit group and protection net system formed by the same

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EP2711461B1 (en) 2016-06-08

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