EP2993269B1 - Installation pour la protection de talus - Google Patents

Installation pour la protection de talus Download PDF

Info

Publication number
EP2993269B1
EP2993269B1 EP15181286.4A EP15181286A EP2993269B1 EP 2993269 B1 EP2993269 B1 EP 2993269B1 EP 15181286 A EP15181286 A EP 15181286A EP 2993269 B1 EP2993269 B1 EP 2993269B1
Authority
EP
European Patent Office
Prior art keywords
posts
slope protection
mesh
installation according
protection installation
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
EP15181286.4A
Other languages
German (de)
English (en)
Other versions
EP2993269A1 (fr
Inventor
Urs Schneider
Thomas Ferwagner
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.)
Jakob AG
Original Assignee
Jakob AG
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 Jakob AG filed Critical Jakob AG
Publication of EP2993269A1 publication Critical patent/EP2993269A1/fr
Application granted granted Critical
Publication of EP2993269B1 publication Critical patent/EP2993269B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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
    • 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

Definitions

  • the present invention relates to the field of protective devices in the mountains or in other slopes. It relates to a particular against stone chipping and debris or snow effective slope protection system.
  • the publication DE 20 2013 103 524 U1 discloses, for example, a rockfall safety net with at least two posts each containing a support which can be anchored in or on the ground, wherein the support has a selectively plastically deformable section in the event of loading, which has the function of an energy absorption or braking element system.
  • a post has at least one stiffening plate attached to the lower portion of the carrier, which is oriented perpendicular to the flanges of the carrier.
  • the publication EP 1 398 417 A1 describes a network element for braking moving masses or for securing against material displacements, which comprises a network, wherein the network has at least two layers to increase the breaking force of the network element.
  • the net is a wire mesh or a ring net.
  • the net is essentially formed from steel wire and / or iron wire, wherein the steel or iron wire is preferably galvanized or coated.
  • the network element comprises support elements around which the network is wound to form the layers.
  • the support elements are essentially pipe sections in order to be able to pass a carrying cable for mounting the network element.
  • the publication EP 1 870 522 B1 schematically shows a safety net, which is used in particular for rockfall and snow build-up, and is installed for this purpose, for example, on a slope. With him it is achieved that falling stones, wood, debris, debris or the like or snow avalanches are safely collected.
  • This safety net consists for example of conventional intertwined ring elements. It is held here on supporting cables of corresponding anchored in the ground supports, which in turn are secured by retaining ropes.
  • the retaining ropes are each equipped with a special device for damping when falling in a boulder or the like. However, it is also possible to provide a plurality of such devices per retaining rope.
  • the publication WO 2009/052950 A1 discloses a construction with a safety net, which is stretched on its two longitudinal sides of supporting cables, and with supports, on which the supporting cables are held and which are anchored via retaining ropes to anchors.
  • the suspension cables are attached to the anchorages via braking devices.
  • the publication FR 2669047 A1 finally discloses a dynamic protective barrier formed by a mesh network suspended from an upper edge on an upper cable and held at a lower edge by a lower cable.
  • the mesh network is made up of a zigzag between the lower cable and the upper cable.
  • the publication FR 2 953 228 A describes a rockfall protection system with a post fixed at one end to a wall, with an edge cable, with an element for fixing the edge cable to the post, such that the edge cable can slide axially, and two brakes, which are in series the edge cable are inserted and cause an extension of the edge cable when the tension in the cable exceeds a predetermined limit.
  • a net is held at one edge by the edge cable.
  • Each of the two brakes is located near the post on corresponding sides.
  • a safety cable guyed from the post is attached to the edge cable on both sides of the two brakes.
  • the publication FR 2 949 480 A discloses a slope protection module having two attachment bars attached to a console formed by a frame of two sturdy posts and sturdy crossbars. A retention guard is disposed in the opening of the frame.
  • the tie rods include tie rods which are attached to the posts. The tie rods are formed so that the resulting forces lie in a median plane which is oriented perpendicular to the main plane of the frame and passes through a center of the cross bars.
  • Each post is formed as a cut profile with a central core parallel to the median plane.
  • the document JPH 10088527 A describes a protective device for catching falling rocks.
  • the protective device in appropriate places on natural ground is built as a base of a number of supports, which are fixed by hinges on the ground.
  • a suspension cable is stretched between the upper part of each support and the natural ground on the mountain side.
  • a net is stretched by tethers, which are stretched between the supports in the upper and lower areas.
  • the publication EP 1 500 747 discloses a supporting energy absorbing structure for flexible rockfall, logging, avalanche, or the like, having a scaffolding structure and having a support structure connected to the scaffold structure by means of a connection structure, wherein a fastener structure is provided over an entire field length, preferably up to the entire construction length of the protective barrier, except in areas of necessary guidance over the support structure, is connected to the interception structure and / or their mesh support.
  • the publication US 2011/0297907 A1 shows a device for absorbing shocks for the network of a protective fence.
  • a net has a hold-down part, which is arranged at the edge of the net and formed by oblique wires, and a part which penetrates the net and in which oblique wires intersect.
  • the hold-down part or the penetration part is connected by means of a shock-absorbing rope and a shock-absorbing device with an upper transverse rope or a longitudinal rope, both of which serve as connectors of a protective fence.
  • the slope protection system comprises at least one Netzaufspannech comprising a first and second posts, a network and anchoring means, wherein the two posts are arranged at a distance from each other, the network is clamped between the two posts and the two posts by means of the anchoring means are anchored uphill at a common point in the ground.
  • the two posts are each formed as tubes, and that the tubes are each composed of a vertical tube and an adjoining the lower end of the vertical tube, upwardly curved elbow piece.
  • the tubes are made of a steel. If the weight of the equipment is to be even more limited, e.g. To better transport the system by helicopter to higher elevations, it is also possible to use aluminum or aluminum alloy pipes instead of steel pipes.
  • the vertical tubes may each be curved uphill.
  • the tubes are designed and arranged mirror-symmetrically to a vertical center plane.
  • the anchoring means comprise an anchoring unit arranged uphill of the two posts and in a vertical center plane passing between the two posts and anchored in the ground, in which the downwardly directed forces acting on the two posts are provided by the both posts to the anchoring unit guided fasteners are initiated.
  • the connecting elements each comprise diagonal cables guided from an average height of the vertical tubes to the anchoring unit and horizontal tubes guided from the lower end of the vertical tubes to the anchoring unit.
  • the two curved pieces can be fastened in each case with its free end to the associated horizontal tube.
  • a further embodiment of the slope protection system according to the invention is characterized in that the anchoring means additionally comprise anchoring cables which extend laterally outwards from the posts and which are anchored in the ground.
  • the network is constructed as a ring network of a plurality of similar network rings, which are each arranged in parallel rows, wherein the network rings of each row are generated by continuous looping of a rope, at the two opposite ends terminates respectively in a cable section projecting laterally from the net with an eye formed at the free end and being part of a side attachment, and in that the net rings of adjacent rows intermesh.
  • the net is anchored to the post by passing the rope sections of the side fasteners each around the posts to form an eye.
  • the anchoring unit comprises a middle plate lying in the vertical center plane, which is arranged between and connected to the parallel ends of the horizontal tubes, wherein the middle plate is placed on an upwardly curved bottom tube bend, and wherein at the downstream end of the middle plate a lying connection plate for the attachment of the diagonal ropes is attached.
  • Another embodiment of the inventive slope protection system is characterized in that the posts, the anchoring means and the network are detachably connected to each other.
  • a further embodiment of the inventive slope protection system is characterized in that several Netzierspannechen arranged at a distance next to each other are, and that between the adjacent posts of two adjacent Netzaufspannechen an additional network is stretched.
  • Fig. 1 shows in perspective view of a slope protection system 10 according to an embodiment of the invention, wherein two Netzierspanniseren 11a and 11b are arranged in decency side by side and between them form another network 12b.
  • the drawn block arrow indicates the direction downhill.
  • Fig. 2 the same slope protection system 10 is shown in the downhill direction.
  • Each of the two Netzaufspannechen 11a and 11b span a network 12a and 12c on their own.
  • the entire slope protection system 10 is additionally stabilized on the left and right sides by laterally tensioned upper and middle guy ropes 13a, 13b and 14a, 14b.
  • the net clamping unit 11 has left and right posts 15a, 16a and 15b, 16b, each formed as tubes and made of a steel (or aluminum). With a width of the tensioned between the posts network 12th of about 5m (distance A in Fig. 13 ) are suitable as tubes for the posts, for example steel tubes with the dimensions 140x8mm or aluminum tubes with similar dimensions.
  • the posts 1 5a, 16a and 1 5b, 16b are each made of a vertical tube 1 5a and 1 5b and at the lower end of the vertical tube 1 5a and 1 5b subsequent, curved upward elbow piece 1 6a or 1 6b of the same diameter and composed of the same wall thickness.
  • the vertical tubes 1 5a and 1 5b themselves have a slope directed upward with a comparatively large radius of curvature of more than 5m.
  • the net 12 is stretched between the two posts 15a, 16a and 1 5b, 16b.
  • the two posts themselves are anchored by means of various anchoring means uphill to an anchoring unit 24 a common point in the ground.
  • the tubes 1 5a, 16a and 1 5b, 1 6b of the posts are mirror-symmetrical to a passing through the anchoring unit 24 vertical center plane and arranged.
  • the downwardly directed forces acting on the two posts 1 5a, 16a and 1 5b, 16b are introduced by connecting elements guided from the two posts to the anchoring unit 24.
  • the connecting elements each comprise diagonal cables 23a and 23b, which are guided from an average height of the vertical tubes 1 5a and 1b to the anchoring unit 24, and horizontal tubes 18a and 18b respectively guided from the lower end of the vertical tubes 1a and 1b to the anchoring unit 24.
  • the two curved pieces 1 6a and 16b are each fixedly connected to one end with the associated vertical tube 1 5a and 1 5b and lie on the ground.
  • connecting plates 19a, b, 20a, b, 21a, b and 22a, b which are made of steel and have a thickness of, for example, are provided at different locations on the posts on two opposite sides 30mm.
  • connecting plates 19a, b engage outwardly outgoing the upper guy ropes 13a and 13b, while between the posts and the connection plates 19a, b, a rope for carrying the net 12 is stretched.
  • connection plates 20a, b engage outwardly the middle guy ropes 14a and 14b, while from these connection plates 20a, b to the anchoring unit 24 are each a pair of parallel diagonal ropes 23a and 23b stretched.
  • the terminal plates 21a and 21b attached to the lower end of the vertical tubes 15a and 15b are for connection with the horizontal tubes 18a and 18b.
  • connection plates 22a and 22b are provided, between which another rope for holding the net 12 is stretched.
  • a respective double plate 38a and 38b is mounted, which receives between them a connection plate 17a and 17b, which establishes the connection to the horizontal tube 18a and 18b.
  • a similar connection exists between the post-side ends of the horizontal tubes 18a and 18b and the posts 15a, 16a and 15b, 16b, where each of a double plate 37a and 37b receives the terminal plate 21a and 21b, respectively.
  • the posts 15a, 16a and 15b, 16b, the anchoring means 13a, b, 14a, b, 18a, b, 23a, b and 24 and the net 12 are detachably connected with each other so that the entire net clamping unit 11 disassembled into individual parts easily brought to the (usually inaccessible) site and there quickly and safely built and installed.
  • the in the FIGS. 7 to 10 represented anchoring unit 24 comprises a lying in the vertical center plane, provided with holes 29 central plate 25, for example of 30mm thick steel, which is disposed between the parallel ends of the horizontal tubes 18a and 18b and connected thereto by a screw with welded to the tubes plates ,
  • the middle plate 25 is placed on an upwardly curved bottom tube sheet 26 and welded thereto.
  • the anchoring unit 24 is seated with the floor pipe elbow 26 on the floor.
  • a lying connection plate 27 At the downstream end of the middle plate 25 is a lying connection plate 27 with corresponding holes 30 for attaching the diagonal ropes 23 a and 23 b attached or welded.
  • the nets 12 and 1 2a-c themselves are according to Fig. 11 and 12 constructed as ring networks of a plurality of similar network rings 31, which are each arranged in parallel rows R.
  • the mesh rings 31 of each row R of the network 12 and 12a-c are generated by continuous looping of a rope, which at the two opposite ends in each case in a laterally projecting from the network 12 and 1 2a-c cable section 33a and 33b an eye formed at the free end 34a and 34b ends.
  • the mesh rings 31 adjacent rows R interlock.
  • the mesh rings 31 have For example, a ring radius of 60mm and are formed by stainless steel ropes of 4mm diameter and fixed by means of clamping sleeves 31a, b, which achieve a braking effect within the network.
  • This in Fig. 11 exemplified network 12 has 40 rows R each with 55 mesh rings.
  • the cable sections 33a and 33b with the eye 34a and 34b formed at the free end are part of a side attachment 32a and 32b, respectively. They are placed around the vertical tubes 1 5a and 15b and by means of a snap hook 36a and 36b, respectively, the eyes 34a, b arranged at the end are connected to eyes 35a and 35b which are additionally formed on the mesh (see Fig. 13 ).

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 (13)

  1. Installation de protection de pentes (10) ayant au moins une unité de fixation de filet (11 ; 11a,b), qui comprend un premier et un deuxième poteau (15a, 16a ; 15b, 16b), un filet (12 ; 12a ; 12c) ainsi que des moyens d'ancrage (13a,b; 14a,b; 18a,b; 23a,b ; 24), dans laquelle les deux poteaux (15a, 16a ; 15b, 16b) sont agencés à une distance (A) l'un de l'autre, le filet (12 ; 12a, 12c) est monté entre les deux poteaux (15a, 16a ; 15b, 16b) et les deux poteaux (15a, 16a ; 15b, 16b) sont ancrés en amont dans le sol en un point commun à l'aide des moyens d'ancrage (13a,b; 14a,b ; 18a,b; 23a,b ; 24), caractérisée en que les deux poteaux (15a, 16a ; 15b, 16b) se présentent respectivement sous la forme de tubes, et les tubes (15a, 16a ; 15b, 16b) sont composés respectivement d'un tube vertical (15a, 15b) et d'une partie coudée vers le haut (16a, 16b) se raccordant à l'extrémité inférieure du tube vertical (15a, 15b).
  2. Installation de protection de pentes selon la revendication 1, caractérisée en ce que les tubes (15a, 16a ; 15b, 16b) sont constitués d'un acier.
  3. Installation de protection de pentes selon la revendication 1, caractérisée en ce que les tubes verticaux (15a, 15b) sont coudée respectivement vers le haut de la pente.
  4. Installation de protection de pentes selon la revendication 1, caractérisée en ce que les tubes (15a, 16a ; 15b, 16b) sont conçus et agencés en symétrie de miroir avec un plan central vertical.
  5. Installation de protection de pentes selon la revendication 1, caractérisée en ce que les moyens d'ancrage (13a,b; 14a,b; 18a,b ; 23a,b ; 24) comprennent une unité d'ancrage (24) ancrée dans le sol et agencée en amont des deux poteaux (15a, 16a ; 15b, 16b) et dans un plan central vertical passant entre les deux poteaux (15a, 16a ; 15b, 16b), dans laquelle les forces dirigées vers le bas de la pente et agissant sur les deux poteaux (15a, 16a ; 15b, 16b) sont introduites par des éléments de liaison (18a,b ; 23a,b) guidés par les deux poteaux (15a, 16a; 15b, 16b) vers l'unité d'ancrage (24).
  6. Installation de protection de pentes selon la revendication 5, caractérisée en ce que les éléments de liaison (18a,b ; 23a,b) comprennent des câbles diagonaux (23a, 23b) guidés respectivement d'une hauteur moyenne (20a, 20b) des tubes verticaux (15a, 15b) à l'unité d'ancrage (24) ainsi que des tubes horizontaux (18a, 18b) acheminés respectivement de l'extrémité inférieure (21a, 21b) des tubes verticaux (15a, 15b) à l'unité d'ancrage (24).
  7. Installation de protection de pentes selon la revendication 6, caractérisée en ce que les deux parties coudées (16a, 16b) sont fixés respectivement par leur extrémité libre au tube horizontal connexe (18a, 18b).
  8. Installation de protection de pentes selon la revendication 1, caractérisée en ce que les moyens d'ancrage (13a,b; 14a,b; 18a,b ; 23a,b ; 24) comprennent en plus des poteaux (15a, 16a ; 15b, 16b) des câbles de haubanage (13a,b; 14a,b) sortant respectivement latéralement vers l'extérieur et ancrés dans le sol.
  9. Installation de protection de pentes selon la revendication 1, caractérisée en ce que le filet (12 ; 12a, 12b) est conçu sous la forme d'un filet d'anneau constitué d'une pluralité d'anneaux de filet du même type (31) qui sont agencés respectivement en rangées parallèles (R), dans laquelle les anneaux de réseau (31) de chaque rangée (R) sont produits par la formation en boucle continue d'un câble, qui se termine aux deux extrémités opposées respectivement par une section de câble (33a, 33b) dépassant latéralement du filet (12 ; 12a, 12b) avec un oeillet (34a, 34b) formé à l'extrémité libre et fait partie d'une fixation latérale (32a, 32b), et en ce que les anneaux de filet (31) de rangées adjacentes (R) s'imbriquent l'un dans l'autre.
  10. Installation de protection de pentes selon la revendication 9, caractérisée en ce que le filet (12 ; 12a, 12b) est ancré sur les poteaux (15a, 16a ; 15b, 16b) en enroulant les sections de câble (33a, 33b) des fixations latérales (32a, 32b) autour des poteaux (15a, 16a ; 15b, 16b) respectivement en formant une boucle.
  11. Installation de protection de pentes selon la revendication 6, caractérisée en ce que l'unité d'ancrage (24) comprend une plaque centrale (25) située dans le plan central vertical, qui est agencée entre les extrémités s'étendant parallèlement des tubes horizontaux (18a, 18b) et est reliée à celles-ci, la plaque centrale (25) est appliquée sur un arc tubulaire inférieur (26) coudé vers le haut et une plaque de raccordement horizontale (27) pour la fixation des câbles diagonaux (23a, 23b) est appliquée sur l'extrémité de la plaque centrale (25) s'étendant vers le bas du talus.
  12. Installation de protection de pentes selon la revendication 1, caractérisée en ce que les poteaux (15a, 16a ; 15b, 16b), les moyens d'ancrage (13a,b; 14a,b; 18a,b; 23a,b ; 24) et le filet (12 ; 12a, 12b) sont reliés l'un à l'autre de manière amovible.
  13. Installation de protection de pentes selon la revendication 1, caractérisée en ce que plusieurs unités de fixation de filet (11a, 11b) sont agencés à distance l'un à côté de l'autre et un filet supplémentaire (12b) est tendu entre les poteaux adjacents de deux unités de fixation de filet adjacentes (11a, 11b).
EP15181286.4A 2014-09-04 2015-08-17 Installation pour la protection de talus Not-in-force EP2993269B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CH01343/14A CH710082A1 (de) 2014-09-04 2014-09-04 Hangschutzanlage.

Publications (2)

Publication Number Publication Date
EP2993269A1 EP2993269A1 (fr) 2016-03-09
EP2993269B1 true EP2993269B1 (fr) 2017-09-27

Family

ID=54540800

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15181286.4A Not-in-force EP2993269B1 (fr) 2014-09-04 2015-08-17 Installation pour la protection de talus

Country Status (2)

Country Link
EP (1) EP2993269B1 (fr)
CH (1) CH710082A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113005931B (zh) * 2021-04-08 2022-04-12 交通运输部公路科学研究所 一种高原耐久型装配式uhpc棚洞结构

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2669047B1 (fr) 1990-11-08 1993-01-22 Tetra Sarl Barriere de protection dynamique.
JP3131566B2 (ja) * 1996-08-30 2001-02-05 ファツアー・アーゲー 落石等を受け止め、その高運動エネルギーを吸収する防護装置
JP3413571B2 (ja) * 1999-03-02 2003-06-03 有限会社吉田構造デザイン 衝撃吸収防護柵および衝撃吸収方法
CH695104A5 (de) * 2000-11-13 2005-12-15 Fatzer Ag Auffangnetz insbesondere für Steinschlagverbauungen
EP1398417A1 (fr) 2002-09-12 2004-03-17 AVT Anker + Vorspanntechnik AG Panneau de filet
EP1500747B2 (fr) * 2003-07-24 2015-12-23 Trumer Schutzbauten GesmbH Structure supportée absorbant l'énergie
CH697825B1 (de) * 2006-02-01 2009-02-27 Isofer Ag Auffangzaun für Lawinen Stein- oder Holzschlag.
CH698869B1 (de) 2006-06-17 2009-11-30 Fatzer Ag Vorrichtung zur Dämpfung für ein auf Zug beanspruchtes Seil, insbesondere für Steinschlag-, Murgang- und Lawinenverbauungen.
CH701591B1 (de) 2007-10-18 2011-02-15 Geobrugg Ag Bremsvorrichtung.
JP5007957B2 (ja) * 2008-04-11 2012-08-22 株式会社トーエス 落石防護網構造
FR2949480B1 (fr) * 2009-09-01 2011-09-23 Heaven Climber Invest H C Invest Module pour barriere de protection contre les risques naturels et barriere de protection
JP4590485B1 (ja) * 2009-11-26 2010-12-01 株式会社プロテックエンジニアリング 防護柵の網体用緩衝装置
FR2953228B1 (fr) * 2009-11-27 2012-01-20 Heaven Climber Invest H C Invest Ecran pare-pierres
DE202013103524U1 (de) 2013-08-06 2013-08-29 Isofer Ag Pfosten für ein Steinschlag-Fangnetz sowie Steinschlag-Fangnetz

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
CH710082A1 (de) 2016-03-15
EP2993269A1 (fr) 2016-03-09

Similar Documents

Publication Publication Date Title
EP1205603B1 (fr) Treillis en fil pour la protection contre les chutes de pierres
EP2642030B1 (fr) Filet de protection
DE102006013526A1 (de) Auffangzaun für Lawinen, Stein- oder Holzschlag
DE102009021424A1 (de) Rahmenförmiges Fachwerk
CH701529A2 (de) Sicherheitsnetz auf Wasser oder auf Grundboden.
EP3234271B1 (fr) Système de balustrade
EP2412874A2 (fr) Élément pour la protection contre les avalanches ou la stabilisation des talus
EP2563992B1 (fr) Système de protection latérale
DE2910239C2 (de) Vorrichtung zum Schutz gegen Steinschlag und Lawinen in gebirgigem Gelände
EP0484563B1 (fr) Filet pare-avalanche, chute de pierres ou abattage de bois
DE3629935A1 (de) Zaunanlage
EP2993269B1 (fr) Installation pour la protection de talus
CH674998A5 (en) Device for prevention of avalanches - consists of pyramidal structure suspended at end of cable to support snow mass
EP3143209B1 (fr) Barrière de protection dynamique contre les chutes de pierres
DE60117176T2 (de) Schutzbarriere, insbesondere im gebirge
EP2725139B1 (fr) Clôture de protection contre les jets de pierres
DE2136469C3 (de) Schneelawinen Schutzzaun
DE202021101575U1 (de) Verbessertes Schutzgerüst
DE1534538A1 (de) Sicherheitszaun
DE102012004144B4 (de) Vorrichtung zum Einbau von mindestens einem Seil, insbesondere im Bereich des Gerüstbaus, und Verfahren für den Einbau von Seilen
EP2548761B1 (fr) Traverse de protection de câble de commande
DE202015100594U1 (de) Sicherungssystem für den Hochbau
WO2016058821A1 (fr) Barrière d'arrêt en particulier pour constructions de protection contre les chutes de pierres et les avalanches
DE102015101788B4 (de) Sicherheitssystem für den Hochbau und dessen Verwendung
EP1302595A1 (fr) Elément de freinage

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

17P Request for examination filed

Effective date: 20160727

RBV Designated contracting states (corrected)

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20170405

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

Ref country code: CH

Ref legal event code: NV

Representative=s name: RENTSCH PARTNER AG, CH

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 932090

Country of ref document: AT

Kind code of ref document: T

Effective date: 20171015

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502015001971

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20171227

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20170927

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20171227

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20171228

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180127

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502015001971

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 4

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

26N No opposition filed

Effective date: 20180628

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20180827

Year of fee payment: 4

Ref country code: IT

Payment date: 20180831

Year of fee payment: 4

Ref country code: DE

Payment date: 20180823

Year of fee payment: 4

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20180822

Year of fee payment: 4

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180817

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20180831

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180817

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180831

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502015001971

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20190817

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190831

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190831

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20150817

Ref country code: MK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20170927

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170927

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190831

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200303

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190817

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190817

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 932090

Country of ref document: AT

Kind code of ref document: T

Effective date: 20200817

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200817