EP2711461B1 - Support d'une protection contre les chutes de pierres - Google Patents

Support d'une protection contre les chutes de pierres Download PDF

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Publication number
EP2711461B1
EP2711461B1 EP12006645.1A EP12006645A EP2711461B1 EP 2711461 B1 EP2711461 B1 EP 2711461B1 EP 12006645 A EP12006645 A EP 12006645A EP 2711461 B1 EP2711461 B1 EP 2711461B1
Authority
EP
European Patent Office
Prior art keywords
support
cable
fixed
uphill
subsurface
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Not-in-force
Application number
EP12006645.1A
Other languages
German (de)
English (en)
Other versions
EP2711461A1 (fr
Inventor
Manfred Dietl
Franz Oichtner
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TRUMER SCHUTZBAUTEN GESMBH
Original Assignee
TRUMER SCHUTZBAUTEN GESMBH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TRUMER SCHUTZBAUTEN GESMBH filed Critical TRUMER SCHUTZBAUTEN GESMBH
Priority to EP12006645.1A priority Critical patent/EP2711461B1/fr
Priority to ES12006645.1T priority patent/ES2593639T3/es
Publication of EP2711461A1 publication Critical patent/EP2711461A1/fr
Application granted granted Critical
Publication of EP2711461B1 publication Critical patent/EP2711461B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F7/00Devices 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
    • E01F7/04Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
    • E01F7/045Devices 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, particularly preferred embodiment, a rotatable roller 11 A on. 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 deflecting device 11 at least approximately to the middle of the column foot 4.
  • the two cable sections 8B are fixed again by ground anchors 3 laterally 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.

Landscapes

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

Claims (10)

  1. Support (1) pour un ouvrage de protection contre les chutes de pierres
    - avec une tête de support (2) :
    - avec un pied de support (4) ;
    - avec une partie médiane (5) de support, qui est disposée entre la tête de support (2) et le pied de support (4) et qui présente, dans l'état monté, un côté (6) dirigé vers l'aval et un côté (7) dirigé vers l'amont ; et
    - avec un ensemble de câble d'ancrage (8) dont une extrémité (9) peut être reliée à un premier tirant d'ancrage (10),
    caractérisé en ce qu'un dispositif (11) de renvoi de câble, par lequel passe l'ensemble de câble d'ancrage (8) dont l'autre extrémité (12) peut être reliée à un deuxième tirant d'ancrage (3), est disposé sur la tête de support (2),
    et en ce que le dispositif (11) de renvoi de câble dirige l'autre extrémité (12) de l'ensemble de câble d'ancrage (8) vers le pied de support (4).
  2. Support selon la revendication 1, caractérisé en ce que l'ensemble de câble d'ancrage (8) présente un câble (8A, 8B), et en ce que le premier tirant d'ancrage (10) peut être fixé dans le sol sur le côté (7) dirigé vers l'amont et le deuxième tirant d'ancrage (3) sur le côté (6) dirigé vers l'aval de la partie médiane (5) de support.
  3. Support selon la revendication 1 ou 2, caractérisé en ce que le câble (8A, 8B) de l'ensemble de câble d'ancrage (8) est doté d'un dispositif (13) d'absorption d'énergie dans la région de l'autre extrémité (12).
  4. Support selon la revendication 1, caractérisé en ce que l'ensemble de câble d'ancrage (8) présente un câble (8'A, 8'B), et en ce que le premier tirant d'ancrage (10') peut être fixé dans le sol sur le côté (7) dirigé vers l'amont et le deuxième tirant d'ancrage (3') également sur le côté (7) dirigé vers l'amont, au voisinage du pied de support (4).
  5. Support selon la revendication 4, caractérisé en ce qu'un deuxième dispositif (14) de renvoi de câble est disposé au voisinage du pied de support (4) sur la partie médiane (5) de support.
  6. Support selon l'une des revendications 2 à 5, caractérisé en ce que l'ensemble de câble d'ancrage (8) présente deux câbles (8A, 8B et 8'A, 8'B), sachant que le premier tirant d'ancrage (10) du premier câble (8A, 8B) et le premier tirant d'ancrage (10') du deuxième câble (8'A, 8'B) peuvent être fixés dans le sol sur le côté (7) dirigé vers l'amont de la partie médiane (5) de support, et que le deuxième tirant d'ancrage (3) du premier câble (8A, 8B) peut être fixé dans le sol sur le côté (6) dirigé vers l'aval de la partie médiane (5) de support, tandis que le deuxième tirant d'ancrage (3') du deuxième câble (8'A, 8'B) peut être fixé dans le sol sur le côté (7) dirigé vers l'amont de la partie médiane (5) de support.
  7. Support selon la revendication 6, caractérisé en ce qu'un deuxième dispositif (14) de renvoi de câble est disposé au voisinage du pied de support (4) sur la partie médiane (5) de support.
  8. Support selon la revendication 2 ou 3, caractérisé en ce que l'ensemble de câble d'ancrage (8) présente deux câbles (8A, 8B) dirigés à la même hauteur l'un à côté de l'autre, et deux premiers tirants d'ancrage (10) et deux deuxièmes tirants d'ancrage (3) sont prévus pour la fixation des deux câbles (8A, 8B) dirigés à la même hauteur l'un à côté de l'autre.
  9. Support selon la revendication 1, caractérisé en ce que le dispositif (11) de renvoi de câble présente au moins une poulie de renvoi (11A, 11 B), de préférence montée rotative.
  10. Support selon la revendication 6, caractérisé en ce que le dispositif de renvoi de câble présente deux poulies de renvoi (11A) disposées à la même hauteur sur la tête de support (2) et de préférence montées rotatives.
EP12006645.1A 2012-09-21 2012-09-21 Support d'une protection contre les chutes de pierres Not-in-force EP2711461B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP12006645.1A EP2711461B1 (fr) 2012-09-21 2012-09-21 Support d'une protection contre les chutes de pierres
ES12006645.1T ES2593639T3 (es) 2012-09-21 2012-09-21 Apoyo de una protección contra la caída de piedras

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP12006645.1A EP2711461B1 (fr) 2012-09-21 2012-09-21 Support d'une protection contre les chutes de pierres

Publications (2)

Publication Number Publication Date
EP2711461A1 EP2711461A1 (fr) 2014-03-26
EP2711461B1 true EP2711461B1 (fr) 2016-06-08

Family

ID=46969941

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12006645.1A Not-in-force EP2711461B1 (fr) 2012-09-21 2012-09-21 Support d'une protection contre les chutes de pierres

Country Status (2)

Country Link
EP (1) EP2711461B1 (fr)
ES (1) ES2593639T3 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111424573B (zh) * 2020-05-05 2021-08-17 西南交通大学 可扩展模块化耗能防护网单元组及其构成的防护网系统

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2763083B1 (fr) * 1997-05-07 1999-07-02 Sol Systemes Barriere dynamique d'arret de chutes de pierres a boucles de dissipation d'energie
DE19912237A1 (de) * 1999-03-18 2000-10-19 Fraunhofer Management Ges Mbh Ableiten von Lawinen mit geneigten Flächenbereichen
ATE465301T1 (de) * 2003-07-24 2010-05-15 Trumer Schutzbauten Gesmbh Unterstützende energieabsorbierungsstruktur
EP1911884A1 (fr) 2006-10-13 2008-04-16 Trumer Schutzbauten GesmbH Support pour protection contre les chutes de pierres
EP2489785B1 (fr) 2011-02-17 2014-10-15 Trumer Schutzbauten GesmbH Protection contre les chutes de pierre

Also Published As

Publication number Publication date
EP2711461A1 (fr) 2014-03-26
ES2593639T3 (es) 2016-12-12

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