EP3143209B1 - Barrière de protection dynamique contre les chutes de pierres - Google Patents

Barrière de protection dynamique contre les chutes de pierres Download PDF

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Publication number
EP3143209B1
EP3143209B1 EP15725868.2A EP15725868A EP3143209B1 EP 3143209 B1 EP3143209 B1 EP 3143209B1 EP 15725868 A EP15725868 A EP 15725868A EP 3143209 B1 EP3143209 B1 EP 3143209B1
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EP
European Patent Office
Prior art keywords
protection barrier
barrier according
dynamic protection
support
tensioning element
Prior art date
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Active
Application number
EP15725868.2A
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German (de)
English (en)
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EP3143209A1 (fr
Inventor
Marcel Fulde
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 GmbH
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Pfeifer Isofer AG
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Classifications

    • 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 dynamic protective barrier to protect against, in particular, stone chipping and other natural hazards according to the preamble of claim 1.
  • the generic term rockfall protection barriers fall protection devices of various kinds as against snow slide, machinery, ice, mud, slopes, landslides and the like.
  • loads are usually taken up by the network and forwarded via support cables to the support structure, their anchoring and side-mounted energy absorbing elements (called braking elements) and lateral anchorages or delivered.
  • braking elements side-mounted energy absorbing elements
  • lateral anchorages or delivered In the JP 2004 019369 A and KR 2012 0083874 A Dynamic rockfall protection barriers are described according to the preamble of patent claim 1.
  • tension members are arranged substantially centrally between adjacent support beams, so that in the load case, the support beams at the points where the support cables are attached, are subjected to increased buckling loads.
  • the tension elements are clamped to the suspension cables by means of clamps.
  • Such protective barriers include according to EP 1 516 964 . DE 10 2006 013 526 . FR 2 414 586 A1 and JP 2014-058842 A upper and lower net ropes, which are guided or fastened by means of brackets directly to the support beams or a support structure and have contact points with the support structure.
  • EP 1 911 884 A1 and the EP 1 500 747 A1 described rockfall protection barriers are in addition to upper and lower net support cables still two or three more middle support cables provided, which are attached by means of brackets directly to the support beams and the support structure or attack.
  • the invention has for its object to design a protective barrier, which has at least one further middle support cable in addition to the lower and upper supporting cables supporting the net, so that in the case of a rockfall or network load, the additional buckling load of the support beams are avoided.
  • the dynamic protective barrier according to the invention is characterized by traction elements running substantially perpendicular to each central suspension cable, which have a contact point with the central suspension cable or the middle suspension cables which allow a free displacement of each central suspension cable relative to the tension element, each one Tension element is attached only with the upper and lower ends to a support bracket.
  • part of the load can thus be released or forwarded directly from the additional middle suspension cables to the anchoring of the support beams, so that the support beam experiences only an additional pressure load and no buckling load.
  • An additional advantage is that the support beam with the same load capacity compared to known support beams slimmer, ie can be dimensioned more compact. Preferred embodiments of the invention are dealt with in the subclaims.
  • Each tension element 6 is preferably formed as a pull rope, chain or steel band, whose or the ends of which are attached or attached exclusively to the top and bottom of the support beam 3.
  • the contact points are formed as eyelets, which are attached to the tension element 6.
  • the tension elements 6 are preferably longer than the respective support carrier 3.
  • the preferably designed as rings, preferably also loop-shaped eyelets 7 are clamped to the tension member 6, which surrounds the eyelet 7 is preferably substantially arcuate, wherein the eyelet 7 substantially arcuately enclosing bracket 8 with the tension element 6 is braced, as it is in FIG. 2 is shown.
  • Each support beam 3 is preferably pivotable, d. H. tiltably attached to the ground anchor 4.
  • the support beams can also be firmly clamped, see eg DE 20 2013 103 524 ,
  • the support cables 1, 11 and 21 are preferably arranged on the valley side on the supporting structure formed by the support 3.

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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)

Claims (15)

  1. Barrière dynamique de protection contre chutes de pierres et d'autres risques naturels contenant
    - plusieurs poteaux de soutien (3) attachés à un ancrage (14) au sol,
    - un réseau maillé (5) qui est suspendu entre les poteaux de soutien (3),
    - un câble porteur supérieur (1) pour le réseau quel câble s'étend le long du bord supérieur du réseau maillé (5) et qui a respectivement un point de contact avec les poteaux de soutien (3),
    - un câble porteur inférieur (11) pour le réseau (5), quel câble s'étend le long du bord inférieur du réseau maillé et qui a respectivement un point de contact avec les poteaux de soutien,
    - au moins un câble porteur moyen (21) et
    - tirants (6) qui s'étendent essentiellement perpendiculairement à chaque câble porteur moyen et qui ont un point de contact avec chaque câble porteur moyen (21)
    caractérisée que chaque tirant (6) est fixé seulement avec les extrémités supérieures et inférieures à un support de soutien (3) et que chaque câble porteur moyen (21) est coulissant librement relativement à la tirant (6).
  2. Barrière dynamique de protection selon la revendication 1, caractérisée en ce que chaque tirant (6) est plus long que le support de soutien (3) attribué.
  3. Barrière dynamique de protection selon la revendication 2, caractérisée en ce que chaque tirant (6) dans l'état non chargé est plus long que le support de soutien (3) attribué par 5% jusqu'à 10%.
  4. Barrière dynamique de protection selon l'une des revendications 1 à 3, caractérisée en ce que les points de contact sont formés par des oeillets (7) qui sont attachés à chaque tirant (6) et qui passés par les câbles porteur moyen (21).
  5. Barrière dynamique de protection selon la revendication 4, caractérisée en ce que chaque oeillets (7) est serré an tirant (6).
  6. Barrière dynamique de protection selon la revendications 4 ou 5, caractérisée en ce que chaque tirant (6) entoure l'oeillet (7) essentiellement en forme d'arc et qu'un étrier (8) entoure l'oeillet (7) essentiellement en forme d'un demi-cercle, quel étrier est serrable au tirant.
  7. Barrière dynamique de protection selon l'une des revendications 1 à 6, caractérisée par des tirants attachés aux poteaux de soutien extérieurs (3) de la barrière de protection.
  8. Barrière dynamique de protection selon l'une des revendications 1 à 6, caractérisée par des tirants (6) attachés à plusieurs poteaux de soutien (3) de la barrière de protection.
  9. Barrière dynamique de protection selon l'une des revendications 1 à 8, caractérisée en ce que chaque tirant (6) a un point de contact en forme d'un oeillet (7) avec le câble porteur supérieur (1) et avec le câble porteur inférieur (11), et que les câbles porteur supérieurs (1) et inférieurs (11) traversent les oeillets (7).
  10. Barrière dynamique de protection selon l'une des revendications 1 à 7, caractérisée en ce que, vers la vallée, les tirants (1, 11, 21) sont guidés par des tirants et des oeillets qui forment la construction porteur.
  11. Barrière dynamique de protection selon l'une des revendications 1 à 10, caractérisée en ce que les poteaux de soutien (3) sont fixés pivotant à l'ancrage (4) au sol.
  12. Barrière dynamique de protection selon l'une des revendications 1 à 10, caractérisée en ce que les poteaux de soutien (3) sont fixés rigidement à l'ancrage (4) au sol.
  13. Barrière dynamique de protection selon l'une des revendications 1 à 12, caractérisée par au moins un câble porteur (2) qui et fixé avec une des ses extrémités de préférence à l'extrémité supérieure de chaque poteaux de soutien (3), et avec l'autre extrémité à un ancrage de sol.
  14. Barrière dynamique de protection selon l'une des revendications 1 à 13, caractérisée en ce quelle comprend au moins deux câbles porteur moyens (21).
  15. Barrière dynamique de protection selon l'une des revendications 1 à 12, caractérisée par au moins une poulie pour guider les câbles (1, 11, 12) qui sont guidés par les tirants (6).
EP15725868.2A 2014-05-14 2015-04-29 Barrière de protection dynamique contre les chutes de pierres Active EP3143209B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202014102250.3U DE202014102250U1 (de) 2014-05-14 2014-05-14 Dynamische Steinschlag-Schutzbarriere
PCT/IB2015/000591 WO2015173615A1 (fr) 2014-05-14 2015-04-29 Barrière de protection dynamique contre les chutes de pierres

Publications (2)

Publication Number Publication Date
EP3143209A1 EP3143209A1 (fr) 2017-03-22
EP3143209B1 true EP3143209B1 (fr) 2018-03-28

Family

ID=53274764

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15725868.2A Active EP3143209B1 (fr) 2014-05-14 2015-04-29 Barrière de protection dynamique contre les chutes de pierres

Country Status (4)

Country Link
EP (1) EP3143209B1 (fr)
DE (1) DE202014102250U1 (fr)
ES (1) ES2672929T3 (fr)
WO (1) WO2015173615A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202020102781U1 (de) 2020-05-15 2021-08-17 Pfeifer Isofer Ag Auffangnetz für Steinschlag-Schutzbarrieren
DE102020113269B3 (de) 2020-05-15 2021-09-30 Pfeifer Isofer Ag Auffangnetz für Steinschlag-Schutzbarrieren

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109681228B (zh) * 2018-12-04 2020-04-03 西南交通大学 一种用于隧道洞口落石灾害的立体防护设计方法

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1534486B1 (de) 1965-09-14 1969-11-20 Degler Dipl Ing Franz Schutzvorrichtung zum Schutz von entlang Felswaenden gefuehrten Verkehrswegen gegen Steinschlag
JPH07279126A (ja) 1994-04-08 1995-10-24 A Shii D:Kk 衝撃吸収柵におけるロープ開き防止装置
JP2002180422A (ja) 2000-10-04 2002-06-26 Kanamori Tobei Shoji Kk エネルギー分散型落石防護柵
JP2004019369A (ja) 2002-06-19 2004-01-22 Yutaka Hosokawa 防護柵
EP1500747A1 (fr) 2003-07-24 2005-01-26 Trumer Schutzbauten GesmbH Structure supportée absorbant l'énergie
KR20120083874A (ko) 2012-07-12 2012-07-26 주식회사 도영엔지니어링 충격에너지의 분배 및 흡수가 가능한 낙석방지 울타리
JP5978022B2 (ja) 2012-06-20 2016-08-24 吉佳エンジニアリング株式会社 落石防護柵

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE106836C (fr) *
CH358459A (de) * 1957-05-13 1961-11-30 Vmw Ranshofen Berndorf Ag Schutzbau gegen Rutschungen, insbesondere gegen Lawinen
FR2414586B1 (fr) * 1978-01-16 1985-09-06 Ind Entreprise Barriere de protection et de securite, notamment contre les chutes de pierres
CH696469A5 (de) 2003-09-10 2007-06-29 Fatzer Ag Auffangnetz, insbesondere für Steinschlagverbauungen.
CH697825B1 (de) 2006-02-01 2009-02-27 Isofer Ag Auffangzaun für Lawinen Stein- oder Holzschlag.
EP1911884A1 (fr) 2006-10-13 2008-04-16 Trumer Schutzbauten GesmbH Support pour protection contre les chutes de pierres
JP6073614B2 (ja) * 2012-09-19 2017-02-01 神鋼建材工業株式会社 土石流防止柵
DE202013103524U1 (de) 2013-08-06 2013-08-29 Isofer Ag Pfosten für ein Steinschlag-Fangnetz sowie Steinschlag-Fangnetz

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1534486B1 (de) 1965-09-14 1969-11-20 Degler Dipl Ing Franz Schutzvorrichtung zum Schutz von entlang Felswaenden gefuehrten Verkehrswegen gegen Steinschlag
JPH07279126A (ja) 1994-04-08 1995-10-24 A Shii D:Kk 衝撃吸収柵におけるロープ開き防止装置
JP2002180422A (ja) 2000-10-04 2002-06-26 Kanamori Tobei Shoji Kk エネルギー分散型落石防護柵
JP2004019369A (ja) 2002-06-19 2004-01-22 Yutaka Hosokawa 防護柵
EP1500747A1 (fr) 2003-07-24 2005-01-26 Trumer Schutzbauten GesmbH Structure supportée absorbant l'énergie
JP5978022B2 (ja) 2012-06-20 2016-08-24 吉佳エンジニアリング株式会社 落石防護柵
KR20120083874A (ko) 2012-07-12 2012-07-26 주식회사 도영엔지니어링 충격에너지의 분배 및 흡수가 가능한 낙석방지 울타리

Non-Patent Citations (6)

* Cited by examiner, † Cited by third party
Title
DIVERSE BEWEISMITTEL ANLAGE 34
DIVERSE BEWEISMITTEL ANLAGE 35 BIS 38
DIVERSE BEWEISMITTEL ANLAGE 39 UND 40
DIVERSE BEWEISMITTEL ANLAGE 41 UND 42
DIVERSE BEWEISMITTEL ANLAGEN 18 BIS 33
DIVERSE BEWEISMITTEL ANLAGEN 43 BIS 47

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202020102781U1 (de) 2020-05-15 2021-08-17 Pfeifer Isofer Ag Auffangnetz für Steinschlag-Schutzbarrieren
DE102020113269B3 (de) 2020-05-15 2021-09-30 Pfeifer Isofer Ag Auffangnetz für Steinschlag-Schutzbarrieren
WO2021228879A1 (fr) 2020-05-15 2021-11-18 Pfeifer Holding Gmbh & Co. Kg Filet de sécurité pour barrières de protection contre les chutes de pierres

Also Published As

Publication number Publication date
ES2672929T3 (es) 2018-06-18
EP3143209A1 (fr) 2017-03-22
DE202014102250U1 (de) 2015-08-17
WO2015173615A1 (fr) 2015-11-19

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