EP2993269B1 - Assembly for the protection of slopes - Google Patents
Assembly for the protection of slopes Download PDFInfo
- 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
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)
Description
Die vorliegende Erfindung bezieht sich auf das Gebiet der Schutzeinrichtungen im Gebirge oder in anderen Hanglagen. Sie betrifft eine insbesondere gegen Steinschlag und Geröllabgänge oder Schnee wirksame Hangschutzanlage.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.
In gebirgigen, felsigen Gegenden finden sich häufig mehr oder weniger steile Hanglagen, über die loses Geröll oder einzelne Steinbrocken hangabwärts rollen und in tiefer liegenden Abschnitten an Wegen, Strassen, Häusern oder anderen Überbauungen Schäden anrichten und Menschenleben gefährden können. Dies ist insbesondere dort der Fall, wo natürliche Hindernisse wie Bäume oder Wald fehlen oder nicht im erforderlichen Mass vorhanden sind. An derartigen Stellen werden gezielt Schutzmassnahmen ergriffen, zu denen insbesondere Fang- oder Schutznetze zählen.In mountainous, rocky areas, there are often more or less steep slopes, over which loose boulders or individual rocks can roll down the slope and cause damage in deeper areas of roads, roads, houses or other structures and endanger human lives. This is especially the case where natural obstacles such as trees or forest are missing or not available to the required extent. In such places targeted protective measures are taken, which include in particular fishing or safety nets.
Die Druckschrift
Die Druckschrift
Die Druckschrift
Die Druckschrift
Die Druckschrift
Die Druckschrift
Die Druckschrift
Die Druckschrift JPH 10088527 A beschreibt eine Schutzeinrichtung zum Auffangen von stürzenden Felsen. Die Schutzeinrichtung, die an entsprechenden Orten auf Naturgrund errichtet wird, hat als Basis eine Reihe von Stützen, die durch Scharniere am Boden befestigt sind. Ein Tragkabel ist zwischen dem oberen Bereich jeder Stütze und dem Naturgrund auf der Bergseite gespannt. Ein Netz wird aufgespannt durch Halteseile, die zwischen den Stützen jeweils im oberen und unteren Bereich gespannt sind.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.
Die Druckschrift
Die Druckschrift
Anstelle von komplexen und materialaufwändigen Zaunkonstruktionen mit hohem Montageaufwand sollten daher schlanke, modulartige, einbaufertige Produkte mit einer hohen Funktionalität bereitgestellt werden, gemäss dem Motto "Struktur statt Masse". Ebenso sollten Montage- und Wartungsfreundlichkeit den Anwendern einen Mehrwert bringen. Ein optimiertes Design sollte die Netze diskret ins Landschaftsbild einfügen lassen.Instead of complex and material-consuming fence constructions with high assembly costs, therefore, slim, modular, ready-to-install products with a high functionality should be provided, according to the motto "structure instead of mass". Likewise, installation and maintenance friendliness should bring added value to users. An optimized design should discreetly insert the nets into the landscape.
Die Vorteile einer solchen Lösung lägen auf der Hand; eine werkseitige Vorfertigung erlaubte ein hohes Mass an Qualität, Flexibilität, Schnelligkeit und Wirtschaftlichkeit. Die Montagezeiten "am Hang" könnten deutlich verringert werden. Im Gegensatz zu den bisher verfügbaren Systemen sollten ein Lastnetz und ein Auflegenetz in eine Netzlage integriert sein. Dadurch könnte der Materialeinsatz verringert werden. Mit einer solchen Netzstruktur sollten sowohl kleine Erosionen wie auch grosse Steine sicher aufgefangen werden können. Wenn dazu in das Netz viele kleine "Bremsen" eingebaut würden, könnten mit ein und demselben System verschiedene Ereignisse und unterschiedlichste Energieeinträge sicher aufgefangen werden. In Kombination mit entsprechenden Rand- und Abspannseilen sollte eine solche neuartige Netzstruktur zirka 60% der ankommenden Energien vernichten.The advantages of such a solution would be obvious; a factory prefabrication allowed a high degree of quality, flexibility, speed and efficiency. The installation times "on a slope" could be significantly reduced. In contrast to the systems available so far, a load network and a lay-by network should be integrated into one network layer. This could reduce the use of materials. With such a network structure, small erosions as well as large stones should be safely caught. If a lot of small "brakes" were built into the grid, different events and different energy inputs could be safely collected with one and the same system. In combination with corresponding edge and guy ropes, such a novel network structure should destroy about 60% of the incoming energies.
Da die Langlebigkeit sehr wichtig ist, sollten die Seile für die Netzherstellung, die Randeinfassung sowie für die Halteseile aus Edelstahl sein. Die Lebensdauer ohne Einschlag resp. Beschädigung der Systeme sollte bei einer sachgerechten Anwendung mindestens 30 Jahre betragen. Nach dieser Zeit sollten die Systeme immer noch in einem sicheren Zustand sein.Since longevity is very important, the ropes for net making, edging and tethers should be made of stainless steel. The life without impact resp. Damage to the systems should be at least 30 years if used properly. After this time, the systems should still be in a safe state.
Ein ästhetisches Design mit einer hohen Transparenz würde sowohl die Sichtbarkeit im Gelände wie auch das Eigengewicht reduzieren. So könnten die Bauteile in das meist schwer zugängliche Gelände geflogen werden. Defekte Bauteile liessen sich austauschen, was sowohl ökologische wie auch ökonomische Vorteile brächte. Als Rohstoff für die Struktur sollte Aluminium eingesetzt werden. Die Bauteile würden optimiert, damit Produktion und Lagerhaltung schlank gehalten werden können.An aesthetic design with high transparency would reduce both off-road visibility and dead weight. So the components could be flown into the mostly hard to reach area. Defective components could be exchanged, which would bring both ecological and economic benefits. As raw material for the structure aluminum should be used. The components would be optimized so that production and warehousing can be kept slim.
Die verbleibende Restenergie, welche durch ein solches Netz nicht aufgefangen würde, würde sowohl durch die druckbelastete Struktur wie auch durch in der Länge verstellbaren Seilbremsen vernichtet.The remaining residual energy, which would not be absorbed by such a network, would be destroyed both by the pressure-loaded structure as well as by length-adjustable cable brakes.
Durch ein geschicktes Kräftemanagement würden die Anschlag- bzw. die Befestigungspunkte verringert. Dadurch würden sich auch die Montagearbeiten erleichtern und der Aufwand für die Installationen verringern. Die Gefahren bei der Montage würden erheblich reduziert und die Kosten minimiert.A clever force management would reduce the stop or attachment points. This would also facilitate the assembly work and reduce the cost of the installations. The dangers of assembly would be significantly reduced and the costs minimized.
Ein solches System sollte für unterschiedliche Energieklassen sowohl nach ETAG 27 (European Technical Approvement Guidelines 27) wie auch den Vorschriften des BUWAL (eidg. Bundesamt für Umwelt, Wald und Landschaft) zugelassen werden können.Such a system should be able to be approved for different energy classes according to both ETAG 27 (European Technical Approval Guidelines 27) and SAEFL (Swiss Federal Office for the Environment, Forest and Landscape).
Es ist daher eine Aufgabe der Erfindung, eine Hangschutzanlage bereitzustellen, welche die Nachteile bekannter Anlagen vermeidet oder zumindest verringert und sich durch die oben genannten Eigenschaften und Vorteile auszeichnet.It is therefore an object of the invention to provide a slope protection system which avoids or at least reduces the disadvantages of known systems and is distinguished by the abovementioned properties and advantages.
Diese und andere Aufgaben werden durch die Merkmale des Anspruchs 1 gelöst.These and other objects are achieved by the features of claim 1.
Ausgestaltungen der Erfindung ergeben sich aus den abhängigen Ansprüchen.Embodiments of the invention will become apparent from the dependent claims.
Die Hangschutzanlage gemäss der Erfindung umfasst wenigstens eine Netzaufspanneinheit, welche einen ersten und zweiten Pfosten, ein Netz sowie Verankerungsmittel umfasst, wobei die beiden Pfosten in einem Abstand voneinander angeordnet sind, das Netz zwischen den beiden Pfosten aufgespannt ist und die beiden Pfosten mit Hilfe der Verankerungsmittel hangaufwärts an einem gemeinsamen Punkt im Boden verankert sind.The slope protection system according to the invention comprises at least one Netzaufspanneinheit 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.
Sie ist dadurch gekennzeichnet, dass die beiden Pfosten jeweils als Rohre ausgebildet sind, und dass die Rohre jeweils aus einem Vertikalrohr und einem am unteren Ende des Vertikalrohrs anschliessenden, aufwärts gekrümmten Bogenstück zusammengesetzt sind.It is characterized in that 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.
Insbesondere bestehen die Rohre aus einem Stahl. Wenn das Gewicht der Anlage noch stärker beschränkt werden soll, um z.B. die Anlage besser mit einem Hubschrauber in höher gelegene Gebiete transportieren zu können, können anstelle der Stahlrohre auch Rohre aus Aluminium oder einer Aluminiumlegierung eingesetzt werden.In particular, 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.
Darüber hinaus können die Vertikalrohre jeweils hangaufwärts gekrümmt sein.In addition, the vertical tubes may each be curved uphill.
Insbesondere sind die Rohre spiegelsymmetrisch zu einer vertikalen Mittelebene ausgebildet und angeordnet.In particular, the tubes are designed and arranged mirror-symmetrically to a vertical center plane.
Eine andere Ausgestaltung der erfindungsgemässen Hangschutzanlage ist dadurch gekennzeichnet, dass die Verankerungsmittel eine hangaufwärts der beiden Pfosten und in einer zwischen den beiden Pfosten hindurchgehenden vertikalen Mittelebene angeordnete und im Boden verankerte Verankerungseinheit umfassen, in die auf die beiden Pfosten einwirkende, hangabwärts gerichtete Kräfte durch von den beiden Pfosten zur Verankerungseinheit geführte Verbindungselemente eingeleitet werden.Another embodiment of the slope protection system according to the invention is characterized in that 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.
Insbesondere umfassen die Verbindungselemente jeweils von einer mittleren Höhe der Vertikalrohre zur Verankerungseinheit geführte Diagonalseile sowie jeweils vom unteren Ende der Vertikalrohre zur Verankerungseinheit geführte Horizontalrohre.In particular, 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.
Darüber hinaus können die beiden Bogenstücke jeweils mit ihrem freien Ende an dem zugehörigen Horizontalrohr befestigt sein.In addition, the two curved pieces can be fastened in each case with its free end to the associated horizontal tube.
Eine weitere Ausgestaltung der erfindungsgemässen Hangschutzanlage ist dadurch gekennzeichnet, dass die Verankerungsmittel zusätzlich von den Pfosten jeweils seitlich nach aussen abgehende und im Boden verankerte Abspannseile umfassen.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.
Eine wieder andere Ausgestaltung der erfindungsgemässen Hangschutzanlage ist dadurch gekennzeichnet, dass das Netz als Ringnetz aus einer Vielzahl von gleichartigen Netzringen aufgebaut ist, die jeweils in parallelen Reihen angeordnet sind, wobei die Netzringe jeder Reihe durch fortlaufende Schlaufenbildung eines Seiles erzeugt sind, das an den beiden gegenüberliegenden Enden jeweils in einem aus dem Netz seitlich herausragenden Seilabschnitt mit einem am freien Ende ausgebildeten Auge endet und Teil einer Seitenbefestigung ist, und dass die Netzringe benachbarter Reihen ineinandergreifen. Insbesondere ist das Netz an den Pfosten verankert, indem die Seilabschnitte der Seitenbefestigungen jeweils unter Bildung eines Auges um die Pfosten herumgeführt sind. Vorzugsweise umfasst die Verankerungseinheit eine in der vertikalen Mittelebene liegende Mittelplatte, welche zwischen den parallel auslaufenden Enden der Horizontalrohre angeordnet und mit diesen verbunden ist, wobei die Mittelplatte auf einen aufwärts gekrümmten Bodenrohrbogen aufgesetzt ist, und wobei am hangabwärts liegenden Ende der Mittelplatte eine liegende Anschlussplatte für die Befestigung der Diagonalseile angebracht ist.Yet another embodiment of the inventive slope protection system is characterized in that 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. In particular, the net is anchored to the post by passing the rope sections of the side fasteners each around the posts to form an eye. Preferably, 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.
Eine andere Ausgestaltung der erfindungsgemässen Hangschutzanlage ist dadurch gekennzeichnet, dass die Pfosten, die Verankerungsmittel und das Netz miteinander lösbar verbunden sind.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.
Eine weitere Ausgestaltung der erfindungsgemässen Hangschutzanlage ist dadurch gekennzeichnet, dass mehrere Netzaufspanneinheiten im Abstand nebeneinander angeordnet sind, und dass zwischen den benachbarten Pfosten zweier benachbarter Netzaufspanneinheiten ein zusätzliches Netz gespannt ist.A further embodiment of the inventive slope protection system is characterized in that several Netzaufspanneinheiten arranged at a distance next to each other are, and that between the adjacent posts of two adjacent Netzaufspanneinheiten an additional network is stretched.
Die Erfindung soll nachfolgend anhand von Ausführungsbeispielen im Zusammenhang mit der Zeichnung näher erläutert werden. Es zeigen:
- Fig. 1
- in perspektivischer Ansicht eine Hangschutzanlage gemäss einem Ausführungsbeispiel der Erfindung, wobei zwei Netzaufspanneinheiten im Anstand nebeneinander angeordnet sind und zwischen sich ein weiteres Netz aufspannen;
- Fig. 2
- die Hangschutzanlage aus
Fig. 1 in der Richtung hangabwärts gesehen; - Fig. 3
- in perspektivischer Ansicht eine einzelne Netzaufspanneinheit der in
Fig. 1 gezeigten Art; - Fig. 4
- die Netzaufspanneinheit aus
Fig. 3 in der Richtung hangabwärts gesehen; - Fig. 5
- die Netzaufspanneinheit aus
Fig. 3 in der Draufsicht von oben; - Fig. 6
- die Netzaufspanneinheit aus
Fig. 3 in der Seitenansicht; - Fig. 7
- eine perspektivische Ansicht der Verankerungseinheit;
- Fig. 8
- die Verankerungseinheit aus
Fig. 7 in der Seitenansicht; - Fig. 9
- die Verankerungseinheit aus
Fig. 7 in der in der Richtung hangaufwärts gese-hen; - Fig. 10
- die Verankerungseinheit aus
Fig. 7 in der Draufsicht von oben; - Fig. 11
- ein zum Aufspannen bereites Netz für die Netzaufspanneinheit aus
Fig. 3 ; - Fig. 12
- eine Ringreihe des Netzes aus
Fig. 11 ; und - Fig. 13
- die Befestigung des Netzes aus
Fig. 11 an den Pfosten der Netzaufspanneinheit ausFig. 3 .
- Fig. 1
- in a perspective view of a slope protection system according to an embodiment of the invention, wherein two Netzaufspanneinheiten are arranged in propriety side by side and span another network between them;
- Fig. 2
- the slope protection system
Fig. 1 seen in the direction downhill; - Fig. 3
- in perspective view a single Netzaufspanneinheit the in
Fig. 1 kind shown; - Fig. 4
- the Netzaufspanneinheit off
Fig. 3 seen in the direction downhill; - Fig. 5
- the Netzaufspanneinheit off
Fig. 3 in the top view from above; - Fig. 6
- the Netzaufspanneinheit off
Fig. 3 in the side view; - Fig. 7
- a perspective view of the anchoring unit;
- Fig. 8
- the anchoring unit
Fig. 7 in the side view; - Fig. 9
- the anchoring unit
Fig. 7 in the uphill direction; - Fig. 10
- the anchoring unit
Fig. 7 in the top view from above; - Fig. 11
- a tensioning for the network Aufspanneinheit network
Fig. 3 ; - Fig. 12
- a ring row of the network
Fig. 11 ; and - Fig. 13
- fastening of the net
Fig. 11 at the posts of the NetzspannspanneinheitFig. 3 ,
Eine einzelne Netzaufspanneinheit 11 ist in verschiedenen Ansichten in den
Die Pfosten 1 5a, 16a bzw. 1 5b, 16b sind jeweils aus einem Vertikalrohr 1 5a bzw. 1 5b und einem am unteren Ende des Vertikalrohrs 1 5a bzw. 1 5b anschliessenden, aufwärts gekrümmten Bogenstück 1 6a bzw. 1 6b gleichen Durchmessers und gleicher Wandstärke zusammengesetzt. Die Vertikalrohre 1 5a bzw. 1 5b selbst weisen eine hangaufwärts gerichtete Krümmung mit einem vergleichsweise grossen Krümmungsradius von mehr als 5m auf.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.
Das Netz 12 ist zwischen den beiden Pfosten 15a, 16a und 1 5b, 16b aufgespannt. Die beiden Pfosten selbst sind mit Hilfe verschiedener Verankerungsmittel hangaufwärts an über eine Verankerungseinheit 24 einem gemeinsamen Punkt im Boden verankert. Dabei sind die Rohre 1 5a, 16a und 1 5b, 1 6b der Pfosten spiegelsymmetrisch zu einer durch die Verankerungseinheit 24 gehenden vertikalen Mittelebene ausgebildet und angeordnet.The net 12 is stretched between the two
In die hangaufwärts angeordnete und mittels eines nach hinten abgehenden Verankerungsseils (39a und 39b in
Für die Verbindung der Pfosten mit den Verankerungsmitteln sind an verschiedenen Stellen der Pfosten auf zwei gegenüberliegenden Seiten von den Rohren abstehende Anschlussplatten 19a,b, 20a,b, 21a,b und 22a,b vorgesehen, die beispielsweise aus einem Stahl bestehen und eine Dicke von 30mm aufweisen. An den oberen Anschlussplatten 19a,b greifen nach aussen abgehend die oberen Abspannseile 13a und 13b an, während zwischen den Pfosten und den Anschlussplatten 19a,b ein Seil zum Tragen des Netzes 12 gespannt ist.For the connection of the posts to the anchoring means, connecting
An den mittleren Anschlussplatten 20a,b greifen nach aussen abgehend die mittleren Abspannseile 14a und 14b an, während von diesen Anschlussplatten 20a,b zur Verankerungseinheit 24 jeweils ein Paar parallele Diagonalseile 23a und 23b gespannt ist. Die am unteren Ende der Vertikalrohre 15a und 15b angebrachten Anschlussplatten 21a und 21b dienen der Verbindung mit den Horizontalrohren 18a und 18b.At the
An den Bogenstücken 16a und 16b sind weitere Anschlussplatten 22a und 22b vorgesehen, zwischen denen ein weiteres Seil zum Halten des Netzes 12 gespannt ist. An den freien Enden der Bogenstücke 16a und 16b ist jeweils eine Doppelplatte 38a bzw. 38b angebracht, die zwischen sich eine Anschlussplatte 17a bzw. 17b aufnimmt, welche die Verbindung zum Horizontalrohr 18a bzw. 18b herstellt. Eine ähnliche Verbindung besteht zwischen den pfostenseitigen Enden der Horizontalrohre 18a und 18b und den Pfosten 15a, 16a und 15b, 16b, wo jeweils eine Doppelplatte 37a bzw. 37b die Anschlussplatte 21a bzw. 21b aufnimmt.At the
Die Pfosten 15a, 16a bzw. 15b, 16b, die beschriebenen Verankerungsmittel 13a,b, 14a,b 18a,b 23a,b und 24 sowie das (in den Figuren nur angedeutete) Netz 12 sind miteinander lösbar verbunden, so dass die gesamte Netzaufspanneinheit 11 in Einzelteile zerlegt leicht an den (meist unzugänglichen) Aufstellungsort gebracht und dort schnell und sicher aufgebaut und installiert werden kann.The
Die in den
Die Netze 12 bzw. 1 2a-c selbst sind gemäss
Die Seilabschnitte 33a bzw. 33b mit dem am freien Ende ausgebildeten Auge 34a bzw., 34b sind Teil einer Seitenbefestigung 32a bzw. 32b. Sie werden um die Vertikalrohre 1 5a und 15b gelegt und mittels eines Karabinerhakens 36a bzw. 36b werden die am Ende angeordneten Augen 34a,b mit zusätzlich am Netz ausgebildeten Augen 35a bzw. 35b verbunden (siehe
- 1010
- HangschutzanlageSlope protection system
- 1111
- NetzaufspanneinheitNetzaufspanneinheit
- 11a,b11a, b
- NetzaufspanneinheitNetzaufspanneinheit
- 1212
- Netznetwork
- 12a-c12a-c
- Netznetwork
- 13a,b13a, b
- oberes AbspannseilUpper guy rope
- 14a,b14a, b
- mittleres Abspannseilmiddle guy rope
- 15a,b15a, b
- Vertikalrohrvertical tube
- 16a,b16a, b
- Bogenstückelbow
- 17a,b17a, b
- Anschlussplatte (Bogenstück)Connection plate (bend piece)
- 18a,b18a, b
- HorizontalrohrHorizontal pipe
- 19a,b19a, b
- Anschlussplatte (oberes Randseil)Connection plate (upper edge rope)
- 20a,b20a, b
- Anschlussplatte (Diagonalseil)Connection plate (diagonal cable)
- 21a,b21a, b
- Anschlussplatte (Horizontalrohr)Connection plate (horizontal tube)
- 22a,b22a, b
- Anschlussplatte (unteres Randseil)Connection plate (lower edge rope)
- 23a,b23a, b
- DiagonalseilDiagonal rope
- 2424
- Verankerungseinheitanchoring unit
- 2525
- Mittelplattecenter plate
- 2626
- BodenrohrbogenFloor Elbows
- 2727
- Anschlussplatte (Diagonalseil)Connection plate (diagonal cable)
- 2828
- Bolzenbolt
- 29,3029.30
- Bohrungdrilling
- 3131
- Netzringnetwork ring
- 31a,b31a, b
- Klemmhülsecollet
- 32a,b32a, b
- Seitenbefestigung (Netz)Side attachment (net)
- 33a,b33a, b
- Seilabschnittcable section
- 34a,b34a, b
- Augeeye
- 35a,b35a, b
- Augeeye
- 36a,b36a, b
- Karabinerhakencarabiner
- 37a,b37a, b
- Doppelplatte (Horizontalrohr)Double plate (horizontal tube)
- 38a,b38a, b
- Doppelplatte (Bogenstück)Double plate (elbow)
- 39a,b39a, b
- Verankerungsseilanchor rope
- AA
- Abstanddistance
- RR
- Reihe (Netz)Row (network)
Claims (13)
- Slope protection installation (10) having at least one mesh mounting unit (11, 11a,b) comprising a first and second post (15a, 16a, 15b, 16b), a mesh (12, 12a, 12c), and anchoring means (13a,b, 14a,b, 18a,b, 23a,b, 24), wherein the two posts (15a, 16a, 15b, 16b) are arranged at a distance (A) from one another, the mesh (12, 12a, 12c) is mounted between the two posts (15a, 16a, 15b, 16b), and the two posts (15a, 16a, 15b, 16b) are anchored with the aid of the anchoring means (13a,b, 14a,b, 18a,b, 23a,b, 24) uphill at a common point in the ground, characterized in that the two posts (15a, 16a, 15b, 16b) are each configured as tubes, and in that the tubes (15a, 16a, 15b, 16b) are each composed of a vertical tube (15a, 15b) and a curved piece (16a, 16b) that adjoins a lower end of the vertical tube (15a, 15b) and is curved upward.
- The slope protection installation according to claim 1, characterized in that the tubes (15a, 16a, 15b, 16b) are made of steel.
- The slope protection installation according to claim 1, characterized in that the vertical tubes (15a, 15b) are each curved uphill.
- The slope protection installation according to claim 1, characterized in that the tubes (15a, 16a, 15b, 16b) are configured and arranged with mirror symmetry to a vertical center plane.
- The slope protection installation according to claim 1, characterized in that the anchoring means (13a,b, 14,b, 18a,b, 23a,b, 24) comprise an anchoring unit (24) which is arranged uphill of the two posts (15a, 16a, 15b, 16b) and in a vertical center plane passing through between the two posts (15a, 16a, 15b, 16b), and is anchored in the ground, and into which forces that act on the two posts (15a, 16a, 15b, 16b) and are oriented downhill are introduced through connecting elements (18a,b, 23a,b) guided from the two posts (15a, 16a, 15b, 16b) to the anchoring unit (24).
- The slope protection installation according to claim 5, characterized in that the connecting elements (18a,b, 23a,b) comprise diagonal cords (23a, 23b) each guided from a middle height (20a, 20b) of the vertical tubes (15a, 15b) to the anchoring unit (24) and horizontal tubes (18a, 18b) each guided from the lower end (21a, 21b) of the vertical tubes (15a, 15b) to the anchoring unit (24).
- The slope protection installation according to claim 6, characterized in that the two curved pieces (16a, 16b) are each fastened with the free end thereof to the associated horizontal tube (18a, 18b).
- The slope protection installation according to claim 1, characterized in that the anchoring means (13a,b, 14a,b, 18a,b, 23a,b, 24) additionally comprise bracing cords (13a, b, 14a, b) that each go out laterally from the posts (15a, 16a, 15b, 16b) and are anchored in the ground.
- The slope protection installation according to claim 1, characterized in that the mesh (12a, 12a, 12b) is constructed as a plurality of identical mesh rings (31) each arranged in parallel rows (R), wherein the mesh rings (31) of each row (R) are produced by continuous formation of loops of a cord that ends at the two opposite ends, in each case, with an eye (34a, 34b) configured at the free end, in a cord section (33a, 33b) projecting laterally out from the mesh (12, 12a, 12b), and is part of a lateral fastener (32a, 32b), and in that the mesh rings (31) of adjacent rows (R) are interlocked.
- The slope protection installation according to claim 9, characterized in that the mesh (12, 12a, 12b) is anchored to the posts (15a, 16a, 15b, 16b) by that the cord sections (33a, 33b) of the lateral fasteners (32, 32b) each forming an eye are guided around the posts (15a, 16a, 15b, 16b).
- The slope protection installation according to claim 6, characterized in that the anchoring unit (24) comprises a center plate (25) that lies in the vertical center plane and is arranged between the parallel-running ends of the horizontal tubes (18a, 18b) and is connected thereto, in that the center plate (25) is placed on an upwardly-curved ground tube bend (26), and in that a connecting plate (27) for fastening the diagonal cords (23a, 23b) is mounted at the downhill end of the center plate (25).
- The slope protection installation according to claim 1, characterized in that the posts (15a, 16a, 15b, 16b), the anchoring means (13a,b, 14a,b, 18a,b, 23a,b, 24) and the mesh (12, 12a, 12b) are releasably connected to one another.
- The slope protection installation according to claim 1, characterized in that a plurality of mesh mounting units (11a, 11b) are arranged at a distance next to one another, and in that an additional mesh (12b) is mounted between the adjacent posts of two adjacent mesh mounting units (11a, 11b).
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH01343/14A CH710082A1 (en) | 2014-09-04 | 2014-09-04 | Slope protection system. |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2993269A1 EP2993269A1 (en) | 2016-03-09 |
EP2993269B1 true EP2993269B1 (en) | 2017-09-27 |
Family
ID=54540800
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP15181286.4A Not-in-force EP2993269B1 (en) | 2014-09-04 | 2015-08-17 | Assembly for the protection of slopes |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP2993269B1 (en) |
CH (1) | CH710082A1 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113005931B (en) * | 2021-04-08 | 2022-04-12 | 交通运输部公路科学研究所 | Durable type assembled UHPC shed tunnel structure in plateau |
Family Cites Families (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2669047B1 (en) | 1990-11-08 | 1993-01-22 | Tetra Sarl | DYNAMIC PROTECTION BARRIER. |
JP3131566B2 (en) * | 1996-08-30 | 2001-02-05 | ファツアー・アーゲー | Protective device that catches falling rocks and absorbs its high kinetic energy |
JP3413571B2 (en) * | 1999-03-02 | 2003-06-03 | 有限会社吉田構造デザイン | Shock absorbing protective fence and shock absorbing method |
CH695104A5 (en) * | 2000-11-13 | 2005-12-15 | Fatzer Ag | Safety net especially for rockfall barriers |
EP1398417A1 (en) | 2002-09-12 | 2004-03-17 | AVT Anker + Vorspanntechnik AG | Wire panel |
DE502004011065D1 (en) * | 2003-07-24 | 2010-06-02 | Trumer Schutzbauten Gesmbh | Supporting energy absorbing structure |
CH697825B1 (en) * | 2006-02-01 | 2009-02-27 | Isofer Ag | Collecting fence for avalanches rock or felling. |
CH698869B1 (en) | 2006-06-17 | 2009-11-30 | Fatzer Ag | Damping device for a claimed on train rope, especially for rockfall, debris flow and avalanche protection. |
CH701591B1 (en) | 2007-10-18 | 2011-02-15 | Geobrugg Ag | Braking device. |
JP5007957B2 (en) * | 2008-04-11 | 2012-08-22 | 株式会社トーエス | Rock fall protection net structure |
FR2949480B1 (en) * | 2009-09-01 | 2011-09-23 | Heaven Climber Invest H C Invest | MODULE FOR PROTECTION BARRIER AGAINST NATURAL HAZARDS AND PROTECTIVE BARRIER |
JP4590485B1 (en) * | 2009-11-26 | 2010-12-01 | 株式会社プロテックエンジニアリング | Shock absorber for protective fence network |
FR2953228B1 (en) * | 2009-11-27 | 2012-01-20 | Heaven Climber Invest H C Invest | SCREEN SCREEN |
DE202013103524U1 (en) | 2013-08-06 | 2013-08-29 | Isofer Ag | Posts for a rockfall net and rockfall net |
-
2014
- 2014-09-04 CH CH01343/14A patent/CH710082A1/en not_active Application Discontinuation
-
2015
- 2015-08-17 EP EP15181286.4A patent/EP2993269B1/en not_active Not-in-force
Non-Patent Citations (1)
Title |
---|
None * |
Also Published As
Publication number | Publication date |
---|---|
EP2993269A1 (en) | 2016-03-09 |
CH710082A1 (en) | 2016-03-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1205603B1 (en) | Wire netting for protection against rock falls | |
EP2642030B1 (en) | Protective net | |
DE102006013526A1 (en) | Safety barrier, for protection against e.g. avalanches comprises net mounted on cables at front and back which are fitted with cable brakes to improve energy absorption, additional cables with cable brakes being attached to rear of net | |
DE102009021424A1 (en) | Frame-shaped framework | |
CH701529A2 (en) | Safety net in the water or on ground floor. | |
EP3234271B1 (en) | Railing system | |
EP2412874A2 (en) | Element for avalanche protection or slope stabilisation | |
EP2563992B1 (en) | Side protection system | |
DE2910239C2 (en) | Device for protection against falling rocks and avalanches in mountainous terrain | |
EP0484563B1 (en) | Fence for avalanches, rockfall or felling | |
DE3629935A1 (en) | FENCE | |
EP2993269B1 (en) | Assembly for the protection of slopes | |
CH674998A5 (en) | Device for prevention of avalanches - consists of pyramidal structure suspended at end of cable to support snow mass | |
EP2725139B1 (en) | Protection fence for protecting against rock fall | |
DE2136469C3 (en) | Snow avalanche safety fence | |
DE202021101575U1 (en) | Improved protective framework | |
DE1534538A1 (en) | Security fence | |
DE102012004144B4 (en) | Device for installing at least one cable, in particular in the field of scaffolding, and method for the installation of ropes | |
EP2548761B1 (en) | Protective traverse for a cable winch | |
DE202015100594U1 (en) | Security system for building construction | |
WO2016058821A1 (en) | Safety net, in particular for rock-fall or avalanche barriers | |
DE102015101788B4 (en) | Security system for building construction and its use | |
DE2832990A1 (en) | SCAFFOLDING AND TRACK CONSTRUCTION FOR LARGE AMUSEMENT BUSINESSES | |
EP1302595A1 (en) | Brake element | |
AT503574B1 (en) | Safety barrier, for protection against e.g. avalanches comprises net mounted on cables at front and back which are fitted with cable brakes to improve energy absorption, additional cables with cable brakes being attached to rear of net |
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 |