EP1500747B2 - Structure supportée absorbant l'énergie - Google Patents

Structure supportée absorbant l'énergie Download PDF

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Publication number
EP1500747B2
EP1500747B2 EP04017509.3A EP04017509A EP1500747B2 EP 1500747 B2 EP1500747 B2 EP 1500747B2 EP 04017509 A EP04017509 A EP 04017509A EP 1500747 B2 EP1500747 B2 EP 1500747B2
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EP
European Patent Office
Prior art keywords
energy absorbing
supporting
connecting member
avalanches
timberings
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.)
Expired - Lifetime
Application number
EP04017509.3A
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German (de)
English (en)
Other versions
EP1500747A1 (fr
EP1500747B1 (fr
Inventor
Thomas Plonek
Christian Heiss
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
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TRUMER SCHUTZBAUTEN GESMBH
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Application filed by TRUMER SCHUTZBAUTEN GESMBH filed Critical TRUMER SCHUTZBAUTEN GESMBH
Publication of EP1500747A1 publication Critical patent/EP1500747A1/fr
Application granted granted Critical
Publication of EP1500747B1 publication Critical patent/EP1500747B1/fr
Publication of EP1500747B2 publication Critical patent/EP1500747B2/fr
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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 flexible Schutzverbauung supporting energy absorbing structure for flexible protective structures against stone chipping, felling, avalanches or the like.
  • a Schutzverbauung is from the US-A-5,299,781 known. From the document DE 203 00 821 U, there is known another antislip, logging, avalanche, or the like, which includes an assisting energy absorbing structure, a trapping structure, a supporting structure connected to the trapping structure by a connecting structure, and energy absorbing elements.
  • the energy absorbing elements in this case support the connecting element structure in the region of their attachment in the ground in that the fastening of the connecting element structure in the ground is effected by rock anchors or the like via the energy absorbing elements.
  • the invention relates to a flexible protection against stone chipping, felling, avalanches or the like, which is integrated directly into the interception structure of the protective structure, so that a large part of the energy input, introduced by a falling, rolling or jumping rock body or the like already by the combination interception structure and supporting energy absorbing structure can be reduced.
  • connection elements such as steel cables or the like
  • the connection elements structure is either directly connected to the interception structure used (for example. Ring network, Omega network or the like) and / or with their braid overlay.
  • This connection can be made by means of conventional connecting elements, such as: clamping shackles or the like, or the connecting element structure can be sewn or looped with the interception structure (for example: ring net, omega net or the like) and / or its braiding support.
  • the number of fasteners used, called in a further consequence middle ropes, and their distance from the support cables is the Schutzverbauung used, or adapt their energy intake class.
  • Fig. 1 shows the side view of a first embodiment of a protective barrier against stone chipping, felling, avalanches or the like.
  • the Schutzverbauung has a interception structure 1, which is shown schematically by a dashed line. It is connected in the example case by an upper support cable 2 and a lower support cable 3 with the elements of a support structure 10.
  • the modular structure of such protection systems is divided into an interception structure, a connection structure, a support structure, its anchoring and, if necessary, a foundation.
  • the interception structure 1 preferably has coarse-meshed network elements 1 (for example: ring network, omega network, etc.), which are supported in part by the application of small-mesh braids, in order to prevent penetrating small impact bodies.
  • the task of the interception structure 1 consists, as the name suggests, in the interception of the impact body. By plastic deformation of the network elements, a part of the introduced by the impact body kinetic energy is reduced.
  • the interception structure 1 is connected to the support structure by means of a connection structure.
  • the connection structure comprises one (or more) upper support cable (s) 2 and one (or more) lower support cable (s) 3, also called edge cables, which are stretched from column head to column head (or from column to column foot) over all system fields.
  • the support cables 2, 3 are fastened either to elements of the support structure or through rock anchors 9 on the ground. They span the interception structure with the support structure.
  • retaining ropes 6 which connect the head sides of the support structure elements (z.B .: in one embodiment as pendulum supports) on the mountain side with the ground by means of an anchorage (eg rock anchor) 9 and keep it in a statically determined position. If the main elements of the support structure are not connected directly to the ground with rock anchors or the like (for example: in the case of floating mounting), retaining ropes are additionally attached in the foot region of the support elements.
  • connection structure supporting cables 2, 3 and retaining cables 6
  • energy absorbing elements 8 By means of said energy absorbing elements, a large part of the energy input is dissipated via plastic and / or elastic deformation.
  • the support structure has carriers 10 whose length (installation height) and their horizontal spacing (field lengths) are determined by the expected energy input. In general, field lengths of about 10 m are common.
  • the support 10 is preferably carried by way of floor panels 5.
  • the connection of the supports 10 to the floor panels 5 takes place either via a pendulum joint (pendulum support) or it is produced as a fixed connection (welded, bolted or the like).
  • the bottom plate 5 is connected to the ground directly connected by rock anchors or the like or is stored floating and retained with retaining ropes on the mountain side.
  • a pendulum support of the head portion of the carrier 10 is retained with retaining ropes 6 mountain side and kept in a statically determined position.
  • energy absorbing elements 8 of the most varied design and mode of operation.
  • the energy absorbing elements 8 are used in close association with the connection structure. They are installed in combination with the retaining ropes 6, 2.3 supporting cables and / or their guide in the region of the support structure. Further, it is possible to provide energy absorbing members which are selectively connected to the intercepting structure through a connection structure (e.g., steel cables). As a result, the interception structure is directly supported by energy absorption elements.
  • the supports 10 of the support structure are mounted on the said floor panels 5, preferably via a pendulum joint.
  • the bottom plates 5 are fixed with rock anchors 9 on the ground.
  • the carrier 10 are biased back with retaining ropes 6 at the head end and held in position.
  • the retaining ropes 6 are supported in the region of their anchoring 9 by energy absorbing elements 8.
  • the Verbausystem shown is equipped in the illustrated embodiment with two middle ropes 7 at different heights. These cables 7 are connected in the illustrated case with the interception structure 1 over its entire length (except in the region of the carrier 10). In the area of the support or the support structure 10, the cables are guided by cable guides (here shackles), laterally they are supported by energy absorbing elements 8 and fastened with rock anchors 9 to the ground.
  • cable guides here shackles
  • Fig. 2 a second embodiment of the protective barrier according to the invention is shown, in which all parts of the embodiment according to the Fig. 1 are identified with the same reference numerals. Accordingly, reference may be made to the foregoing.
  • central cables 7 ', 7'',7''' are provided. As Fig. 2 illustrates, these are preferably parallel to each other and also parallel to the upper support cable 2 and lower support cable. 3
  • Fig. 1 makes this embodiment during the assembly of the overall arrangement, a curtain-like mounting of the interception structure 1 between the carriers 10 possible, wherein the interception structure 1 can be arranged folded on one or more of the carrier 10 prior to assembly.

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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)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Claims (4)

  1. Barrières de protection flexibles contre les chutes de pierre, les chutes d'arbres, les avalanches ou éléments similaires, comprenant un dispositif de support à absorption d'énergie,
    - avec une structure de retenue (1), qui contient un support en treillis ;
    - avec une structure de support (10), qui est reliée à la structure de retenue (1) par l'intermédiaire d'une structure d'assemblage (2, 3), et
    - avec des éléments d'absorption d'énergie (8),
    une structure à éléments de liaison (7 ; 7', 7", 7"') étant reliée à la structure de retenue (1) et/ou au support en treillis de celle-ci, sauf dans des zones d'un guidance à travers la structure de support (10),
    les éléments d'absorption d'énergie (8) supportant la structure à éléments de liaison (7 ; 7', 7", 7"') dans la zone de son guidage à la structure de support (10) par des manilles, pinces ou éléments similaires et/ou dans la zone de sa fixation dans le sous-sol, par le fait que le guidage de la structure à éléments de liaison (7 ; 7', 7", 7"') à des éléments de la structure de support (10) ou la fixation de la structure à elements de liaison (7 ; 7', 7", 7"') dans le sous-sol est réalisée par des tirants de roche (9) ou éléments similaires par l'intermédiaire des éléments d'absorption d'énergie (8), qui peuvent être réalisés selon un mode de construction classique et, si nécessaire, peuvent être montés en série ou en parallèle.
  2. Barrières de protection flexibles contre les chutes de pierre, les chutes d'arbres, les avalanches ou éléments similaires selon la revendication 1, caractérisé en ce que la structure à éléments de liaison comporte au moins un, de préférence plusieurs câbles centraux (7 ; 7', 7", 7"') en particulier parallèles entre eux, qui sont guidés sensiblement parallèlement à des câbles de traction (2, 3) de la structure d'assemblage.
  3. Barrières de protection flexibles contre les chutes de pierre, les chutes d'arbres, les avalanches ou éléments similaires selon la revendication 1 ou 2, caractérisé en ce que l'assemblage de la structure à éléments de liaison (câbles centraux 7 ; 7', 7", 7"') avec la structure de retenue (1) et/ou le support en treillis de celle-ci est réalisé par des éléments d'assemblage classiques, tels que des manilles, pinces ou éléments similaires, mais peut aussi être un assemblage cousu ou à boucles.
  4. Barrières de protection flexibles contre les chutes de pierre, les chutes d'arbres, les avalanches ou éléments similaires selon l'une quelconque des revendications 1 à 3, caractérisé en ce que le nombre d'éléments de liaison (câbles centraux 7 ; 7', 7", 7"') et leur distance par rapport aux câbles de traction (2, 3) peuvent être choisis librement.
EP04017509.3A 2003-07-24 2004-07-23 Structure supportée absorbant l'énergie Expired - Lifetime EP1500747B2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT11662003 2003-07-24
AT11662003 2003-07-24

Publications (3)

Publication Number Publication Date
EP1500747A1 EP1500747A1 (fr) 2005-01-26
EP1500747B1 EP1500747B1 (fr) 2010-04-21
EP1500747B2 true EP1500747B2 (fr) 2015-12-23

Family

ID=33479924

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04017509.3A Expired - Lifetime EP1500747B2 (fr) 2003-07-24 2004-07-23 Structure supportée absorbant l'énergie

Country Status (4)

Country Link
EP (1) EP1500747B2 (fr)
AT (1) ATE465301T1 (fr)
DE (1) DE502004011065D1 (fr)
ES (1) ES2345148T5 (fr)

Families Citing this family (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT503574B1 (de) * 2006-02-01 2007-11-15 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
IT1392571B1 (it) * 2008-12-30 2012-03-09 Torino Politecnico Struttura integrata di protezione paramassi.
FR2953228B1 (fr) 2009-11-27 2012-01-20 Heaven Climber Invest H C Invest Ecran pare-pierres
IT1398889B1 (it) * 2010-03-04 2013-03-21 Incofil Srl Barriera paramassi e relativa struttura portante
DE102011002245A1 (de) 2011-04-21 2012-10-25 Sfs Intec Holding Ag Befestigungsvorrichtung an einem Mauerwerk
CA2860081C (fr) 2011-12-22 2020-10-20 Trumer Schutzbauten Gesmbh Paroi de protection
EP2711461B1 (fr) * 2012-09-21 2016-06-08 Trumer Schutzbauten GesmbH Support d'une protection contre les chutes de pierres
FR3004199B1 (fr) * 2013-04-04 2015-08-21 Mecanroc Support et barriere de protection pour retenir un objet en mouvement
DE202014102250U1 (de) 2014-05-14 2015-08-17 Isofer Ag Dynamische Steinschlag-Schutzbarriere
CH710082A1 (de) * 2014-09-04 2016-03-15 Jakob Ag Hangschutzanlage.
CN107938527B (zh) * 2017-12-12 2019-09-20 中国科学院、水利部成都山地灾害与环境研究所 一种柔性拦挡网及其设计方法
EP3907330B1 (fr) * 2020-05-08 2024-01-17 Trumer Schutzbauten Ges.m.b.H Protection contre la chute de pierres
DE102020113269B3 (de) * 2020-05-15 2021-09-30 Pfeifer Isofer Ag Auffangnetz für Steinschlag-Schutzbarrieren
DE102020131710A1 (de) 2020-11-30 2022-06-02 Trumer Schutzbauten Ges.M.B.H Schutzverbauung
CN116479796A (zh) * 2023-04-07 2023-07-25 成都理工大学 滚石阻拦方法、滚石阻拦装置及系统
CN117027022B (zh) * 2023-10-10 2023-12-08 中国铁道科学研究院集团有限公司铁道建筑研究所 桩网柔性拦索结构及其施工方法

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1146501B (it) † 1981-03-04 1986-11-12 Roberto Oddo Barriera elasto plastica per la protezione di persone e cose da masse in movimento
DE20300821U1 (de) † 2003-01-17 2003-04-10 Fatzer Ag, Romanshorn Verbauungsvorrichtung für fließende Gewässer, insbesondere für Wildbäche

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT203043B (de) * 1957-11-29 1959-04-25 Josef Kaim Bau Und Sprengunter Nachgiebige Schutzvorrichtung
GB1303218A (fr) * 1971-04-30 1973-01-17
CH676259A5 (fr) 1988-10-12 1990-12-28 Isofer Ag
US5299781A (en) * 1991-07-10 1994-04-05 State Department Of Highways, State Of Colorado Flex post fence
US5732935A (en) * 1996-08-09 1998-03-31 Codario, Jr.; Samuel C. Golf barrier cross bracing system

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1146501B (it) † 1981-03-04 1986-11-12 Roberto Oddo Barriera elasto plastica per la protezione di persone e cose da masse in movimento
DE20300821U1 (de) † 2003-01-17 2003-04-10 Fatzer Ag, Romanshorn Verbauungsvorrichtung für fließende Gewässer, insbesondere für Wildbäche

Also Published As

Publication number Publication date
EP1500747A1 (fr) 2005-01-26
ES2345148T5 (es) 2016-03-16
ES2345148T3 (es) 2010-09-16
DE502004011065D1 (de) 2010-06-02
ATE465301T1 (de) 2010-05-15
EP1500747B1 (fr) 2010-04-21

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