EP2406435B1 - Gabione zur verwendung in böschungssicherungen - Google Patents

Gabione zur verwendung in böschungssicherungen Download PDF

Info

Publication number
EP2406435B1
EP2406435B1 EP10708553.2A EP10708553A EP2406435B1 EP 2406435 B1 EP2406435 B1 EP 2406435B1 EP 10708553 A EP10708553 A EP 10708553A EP 2406435 B1 EP2406435 B1 EP 2406435B1
Authority
EP
European Patent Office
Prior art keywords
gabion
panels
panel
wire mesh
gabions
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.)
Revoked
Application number
EP10708553.2A
Other languages
English (en)
French (fr)
Other versions
EP2406435A1 (de
Inventor
Thierry Chamoux
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.)
INOXYS SA
Original Assignee
INOXYS SA
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=41021038&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP2406435(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by INOXYS SA filed Critical INOXYS SA
Publication of EP2406435A1 publication Critical patent/EP2406435A1/de
Application granted granted Critical
Publication of EP2406435B1 publication Critical patent/EP2406435B1/de
Revoked legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0208—Gabions
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/002—Ground foundation measures for protecting the soil or subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/004—Sealing liners

Definitions

  • the present invention relates to a gabion composed of metal mesh panels capable of being assembled to form a box in order to receive a mass of backfill materials such as pebbles, fragments of natural stone, etc ... for the realization of walls , retaining walls, merlons, decorative low walls, noise barriers or any other similar civil engineering works.
  • gabions for the realization of walls, retaining walls, merlons, decorative walls used by landscapers in particular, noise barriers in the field of acoustic screens or the like.
  • These gabions are generally in the form of metal mesh panels, which constitute the vertical walls, the bottom and the lid, said panels being assembled to each other by means of metal spirals. Said gabions usually have a substantially parallelepiped shape; however, they can have any form. These gabions are usually shaped and filled with fill materials such as pebbles, fragments of natural stone, etc ... at the place of their use. However, they can also be pre-assembled and filled with backfill on a construction site and then transported to their place of use. The backfill materials have larger dimensions than mesh sizes of the mesh panels.
  • these gabions comprise a geotextile felt positioned on the inner face of the lattice panels to allow the use of embankment materials whose dimensions are smaller than the mesh size of the mesh panels, but greater than the mesh size of the geotextile felt .
  • the gabion has a parallelepipedal shape and comprises a wire mesh reinforcement to which the desired shape is obtained by folding.
  • the inner wall of the lattice frame metal is covered with a lining, such as a lath of reeds for example, adapted to prevent the passage through the mesh of the wire mesh of materials having a calibration less than that of said meshes.
  • the document US 2008/0264546 also discloses a gabion composed of metal mesh panels welded together in pairs to form a box for receiving a mass of filtering and / or decontaminating materials such as clean sediment, fine silt, sand and materials. ballast such as fragments of natural stone and / or pebbles.
  • the gabion has a parallelepiped pocket obtained in geotextile fabric, that is to say a permeable fabric, in which the filtration materials and the weighting materials are positioned.
  • the geotextile fabric comprises reactive materials for capturing pollutants.
  • gabions In order to remedy these drawbacks, pre-assembled gabions have already been imagined providing rapid installation. This is the case, for example, of the gabions described in the US patents US5,333,970 and US5,472,297 .
  • Said gabions consist of open mesh construction panels connected edge-to-edge pivotable and folded one on the other in the manner of a concertina.
  • the side walls are connected by partition panels, the side walls being pivotable relative to the partition panels.
  • the gabions thus form a structure adapted to be mounted on a construction site by deploying it by means of a flexible rope so that the deployed structure forms a series of gabions capable of being filled with backfill materials.
  • the gabions comprise a geotextile felt secured to the inner face of the panels to allow filling with a material whose dimensions are smaller than the mesh size of the panels.
  • One of the aims of the invention is therefore to overcome these drawbacks by proposing a gabion composed of metal mesh panels of simple design, inexpensive, and allowing a quick and easy assembly either at the place of their use or on a construction site and easy empty handling and / or filled with backfill.
  • a gabion composed of metal mesh panels capable of being assembled to form a box to receive a mass of backfill materials such as pebbles, fragments of natural stone, pieces of wood or the like and / or a mixture of these materials; said gabion is remarkable in that it comprises at least one sealed flexible pouch provided with gripping means and adapted to be introduced between the assembled panels.
  • Said flexible pouch has a substantially parallelepipedal shape comprising a bottom, four lateral vertical walls and at least two handles extending from the upper edge of two opposite side walls.
  • the flexible pouch has an upper wall provided with opening and closing means.
  • said flexible pouch is obtained in a material which is chemically inert and / or resistant to abrasion and / or exhibits resistance to high temperatures.
  • Said flexible pouch is preferably obtained in a material comprising at least one component chosen from the following list: silicone, nitrile, vinyl, plastic, polyurethane, perfluorinated polymer or combinations thereof.
  • said gabion comprises at least three metal mesh panels consisting of horizontal and vertical metal son whose respective free ends are bent to form rings adapted to receive a metal rod to assemble two adjacent panels.
  • Each ring extends in a plane perpendicular to the plane of the panel and the rings of the same edge of a panel are coaxial.
  • said gabion comprises at least four vertical panels assembled in pairs to form a parallelepiped.
  • the wire mesh panels and / or the rod are covered with a chemically inert and / or abrasion resistant and / or high temperature resistant coating layer.
  • Said chemically inert coating layer is obtained in a material comprising at least one component selected from the following list: silicone, nitrile, vinyl, plastic, polyurethane, perfluorinated polymer or combinations thereof.
  • At least two opposing panels have along their respective lower edges at least two U-shaped arches, the ends of the legs of the U being integral with the lower horizontal wire mesh of said panel and said arches extending in the same plane than said panel.
  • each panel comprises along its lower edge three U-shaped arches, a central arch extending in the median portion of said lower edge and two peripheral arches extending on either side of the central arch. near the side edges of the panel.
  • said gabion comprises at least one so-called rigid formwork panel adapted to be secured to the upper end of at least one wire mesh panel in such a way that it extends in the extension of the latter.
  • Said shuttering panel is folded along its lower longitudinal edge to form a wing in which are formed transverse rectangular lights, the rings of the upper free ends of the vertical lattices being adapted to pass through said slots.
  • gabion particularly intended for the realization of civil engineering works such as the realization of merlons, with or without slab, noise barriers, decorative walls, etc. ..;
  • the gabion according to the invention may also be used for the handling of raw or manufactured products without departing from the scope of the invention.
  • the gabion according to the invention consists of four rectangular planar panels 1 in wire mesh.
  • Each vertical wire mesh panel 1 consists of horizontal and vertical metal wires 3 whose respective free ends are bent to form rings 4.
  • Each ring 4 extends in a plane perpendicular to the plane of the panel and the rings 4 of FIG. the same edge of a panel 1 are coaxial.
  • Said rings 4 are able to receive a metal rod 5, of circular section, to assemble two adjacent panels 1.
  • the meshes of the panels 1 in wire mesh have dimensions of 10cm x 10cm or 5cm x 5cm.
  • Said rings 4 are preferably closed and have a generally circular shape and an inner diameter just smaller than the outer diameter of the rod 5.
  • the rings 4 may have any shape and that the rods 5 may have a section of corresponding shape without departing from the scope of the invention.
  • each rod 5 is advantageously bent to form a hook 6 constituting a stop so that, during the assembly of two adjacent panels 1, the hook 6 comes into abutment against the ring 4 of the horizontal rod upper of one of the panels 1 in wire mesh.
  • the gabion according to the invention comprises four vertical panels 1 assembled in pairs, by four rods 5, to form a parallelepiped.
  • said gabion advantageously comprises a sealed flexible pouch 7, called “big bag” provided with gripping means and adapted to be introduced between the panels 1 assembled.
  • Said flexible pouch 7 has a parallelepipedal shape comprising a bottom 8, four lateral vertical walls 9 and four handles 10 extending at the four upper corners of said flexible pouch 7.
  • said flexible pouch 7 may comprise only two handles 10 extending from the upper edge of two opposite lateral vertical walls 9 without departing from the scope of the invention.
  • the flexible bag 7 comprises a top wall 11 formed, e.g., of four flaps 11 a, 11 b, 11 c and 11 d provided with opening and closing means of the bracket type means and complementary fastening means such as buckles and hooks forming a velcro type system (trademark) or any other equivalent means well known to those skilled in the art.
  • the flaps 11 a, 11 b, 11 c and 11 d are folded over the outer face of the panels 1 to facilitate filling of the flexible bag 7, the latter being filled with fill material, such as rollers, fragments of natural stone, etc ..., appropriate according to the destination of the gabion.
  • flaps 11 a, 11 b, 11 c and 11 d may be kept against the outer face of the panels 1 by any suitable means well known to those skilled Occupation, then, when the flexible bag 7 is filled, said flaps 11 a, 11 b, 11 c and 11 d are folded to close it.
  • flaps 11a, 11b, 11c and 11d can not be folded to leave open the flexible pouch according to the destination of the gabion of the invention without departing from the scope of the invention.
  • the flexible pouch 7 may be pierced by any perforating tool to allow drainage according to the embankment materials used and the destination of the gabion.
  • the elements of the gabion according to the invention allows the realization of an assembly of gabions arranged in line to form constituting a wall of protection, a decorative wall, or a retaining wall, etc ...
  • the panels 1 in wire mesh are assembled to each other by rods 5 so that a transverse wire mesh panel 1 separating two adjacent gabions is assembled to two side wire mesh panels 1 by means of a single rod 5.
  • this assembly makes it possible to save wire mesh panels with respect to prior art gabion assemblies.
  • the assembly of the elements of the gabion makes it possible to remove the double transverse walls as well as the bottoms and the lids.
  • the device according to the invention comprises a so-called rigid shuttering panel 12 adapted to be secured to the upper end of at least one panel 1 of wire mesh so that it extends in the extension thereof.
  • Said shuttering panel 12 consists of a rigid sheet metal plate which is folded along its lower longitudinal edge to form a wing 13 in which transverse rectangular lights 14 are formed, the rings 4 of the upper free ends of the vertical metal wires 3 of the 1 panel wire mesh being adapted to be introduced through said slots 14.
  • the shuttering panel 12 is secured to the panel 1 wire mesh by introducing the rings 4 through the lights 14 and then introducing a rod 5, not shown on the figure 4 in said rings 4.
  • the latter are advantageously folded along their upper longitudinal edge to form a second flange 15 extending on the same side as the first flange 13.
  • Said shuttering panels 12 are secured for example to the upper end of the panels 1 in lateral wire mesh forming the periphery of the assembly of gabions in order to allow the realization of a reinforced concrete screed or not, for example the gabions being previously filled with fill material.
  • formwork panels 12 will depend in particular on the height of the concrete screed to achieve, the height of the formwork panels being substantially equal to the height of the screed to achieve.
  • said formwork panels 12 may have a height of 13 cm or 20 cm for example depending on the destination of the book.
  • each wire mesh panel 1 advantageously comprises along its lower edge three U-shaped arches 16, 17a and 17b, a central arch 16 extending in the median portion of said lower edge and two peripheral arches 17a and 17b extending on either side of the central arch 16 near the lateral edges of the wire mesh panel 1, said arches 16, 17a and 17b extending in the same plane as said panel 1.
  • the arches 16, 17a and 17b raise the gabion to allow the passage of lifting means adapted to the handling equipment usually present on civil engineering sites such as the forks of a hoist, each fork being able to pass under the gabion between a peripheral hoop 17 a or 17 b and the central beam 16.
  • At least two opposite wire mesh panels 1 comprise, along their respective lower edges, at least two U-shaped arches, the ends of the branches of the U being integral with the wire. bottom horizontal of said wire mesh panel and said arches extending in the same plane as said panel. Said hoops are spaced apart at a spacing substantially equal to the spacing of the forks of a hoist and they have dimensions adapted to allow the introduction of said forks in the hoops.
  • the panels 1 of wire mesh may have any quadrilateral shape such as a square, a rectangle or a trapezium so to allow the realization of gabions of various forms and varied.
  • an assembly of gabions comprising panels 1 in wire mesh, rectangular, and the wire mesh panels, trapezoid-shaped rectangle, to achieve a slope with an inclined plane.
  • the flexible pouch 7 then has a shape corresponding to the shape of the gabions made and, after filling the gabions with embankment materials, the assembly thus produced is covered with earth for example.
  • the panels 1 and the wire mesh may have any size depending on the destination of the gabions.
  • the wire mesh panels 1 are assembled to form two rows of gabions separated by spacers 1 "made of wire mesh panels of smaller dimensions, said spacers 1" have for example a width of about 30 cm. Said spacers 1 "consist, in the same way as the panels 1 of wire mesh, of horizontal and vertical wires whose respective free ends are bent to form rings.Each ring 4 extends in a plane perpendicular to the plane of the 1 "spacer board and the rings 4 of the same edge of a spacer 1" are coaxial Thus, the spacers are secured to the panels 1 of wire mesh of the gabions by rods 5.
  • Said gabions respectively receive a filled flexible bag embankment materials and the spaces formed between the two rows of gabions and the spacers are filled with concrete, a reinforcement being previously positioned in said spaces to obtain an reinforced concrete.
  • the panels 1 made of wire mesh are assembled to form two rows of stacked gabions, the lower edge of the wire mesh panels 1 of the upper row being secured to the upper edge of the wire mesh panels 1 of the lower row by cooperating rods 5 with the corresponding rings of said panels 1.
  • Some transverse wire mesh panels 1 separating two adjacent gabions are substituted by wire mesh panels 1 'having in their central part at least one formwork element 18.
  • Each formwork element 18 consists of a wire mesh folded to form a U whose branches are secured, for example by welding, to the panels 1 "'so that said formwork element extends substantially from the lower edge to the upper edge of the panel 1"'.
  • each panel 1 ' comprises two formwork elements extending one facing each other, on either side of the panel 1"'.
  • the gabions receive in the same manner as previously flexible bags 7, not shown on the figure 8 filled with backfill materials, and the formwork elements 18 are filled with concrete, a reinforcement being preferably positioned in the formwork elements 18, to obtain reinforced concrete pillars that stiffen and stabilize the structure.
  • the flexible bag 7 is obtained in a material that is chemically inert and / or resistant to abrasion and / or that has resistance to high temperatures, that is to say at temperatures above 30.degree. ° C.
  • said flexible pouch 7 is obtained in a material comprising at least one component chosen from the following list: silicone, nitrile, vinyl, plastic, polyurethane, perfluorinated polymer or combinations thereof.
  • the wire mesh panels 1, 1 ', 1' 'and the spacers 1' 'and / or the rods 5 are covered with a chemically inert and / or abrasion resistant coating layer and / or resistance to high temperatures, that is to say at temperatures above 30 ° C, said chemically inert coating layer being obtained in a material comprising at least one component selected from the following list: silicone, nitrile, vinyl, plastic , polyurethane, perfluorinated polymer or combinations thereof.
  • the gabions according to the invention can be used to achieve on the one hand structures capable of retaining polluted water or chemical effluents and on the other hand structures able to withstand durably in aggressive media.
  • the flexible bags 7 may be obtained from natural and / or synthetic fibers, whether or not woven and coated, and they may advantageously be treated to resist ultraviolet and / or coated with a chemically inert protective layer and / or resistant to abrasion and / or having resistance to high temperatures without departing from the scope of the invention.
  • the latter may advantageously be circled at panel means 1 in wire mesh, the strapping being made a few tens of centimeters of the panels 1 wire mesh gabions, then a backfill material having a better visual appearance, such as round pebbles for example, is introduced between the panels strapping and gabion panels. In this way, the round pebbles obscure the flexible pockets 7 of the gabions significantly improving the visual appearance of the whole and protecting them against UV.
  • UV ultraviolet
  • the panels 1 in wire mesh may have any size depending on the destination of the gabions.
  • the panels 1 in wire mesh can be assembled in pairs by introducing the rings 4 of the ends of the wire 2 of the mesh between the mesh of the lattice of a second panel 1 and introducing a rod 5 into said rings 4.
  • the part unused panel 1 can then be removed using a bolt cutter 19 or the like.
  • structures 1 metal mesh panels having a large modularity of dimensions and shapes, such as arcuate structures for example.
  • each vertical wire mesh panel 1 consists of horizontal and vertical metal wires 3 whose respective free ends are bent to form rings 4.
  • Each ring 4 extends in a plane perpendicular to the plane of the panel and the rings 4 of the same edge of a panel 1 are coaxial. Said rings 4 are able to receive a metal rod 5, of circular section, to assemble two adjacent panels 1.
  • each wire mesh panel 1 may be provided with a rectangular piece of geotextile fabric 20 whose transverse edges, upper and / or lower, are provided with notches 21, the rings 4 of the upper free ends of the vertical metal wires 3 of the 1 panel wire mesh being adapted to be introduced through said notches 21 to maintain the piece of geotextile fabric 20 against the inner wall of the panel 1.
  • the piece of geotextile fabric may comprise notches 21 along one of its edges or its four edges without departing from the scope of the invention.
  • each piece of geotextile fabric 20 comprises transverse flaps, lower 22 and upper 23, provided with notches 21 and longitudinal flaps 24 whose lower and / or upper edge is also provided with at least one notch 21 adapted to receive a ring 4 of the upper free end of a vertical wire 3 of a panel 1 of adjacent wire mesh forming a splitter panel.
  • the longitudinal flaps 24 advantageously comprise flaps 25 adapted to be folded over said flaps 24.
  • the pieces of geotextile fabric 20 are advantageously provided with a reinforcing strip 26 provided with notches 27 extending to the right of the notches 21 made in the geotextile fabric at the level of the lower transverse flaps 23.
  • This reinforcement strip 26 is rigid or semi-rigid preference and stapled or glued on the inner face of the geotextile part 20.
  • This reinforcing strip 26 provides a better seal at the notches 21 of the geotextile part 20 in order to avoid leakage of the filling the gabion.
  • the lower transverse flap 23 caps the upper part of the geotextile fabric part of the lower gabion thus ensuring a seal between the upper and lower gabions.
  • reinforcing strip 26 can also be obtained in a flexible material and fixed by any suitable means well known to those skilled in the art on the inner face of the geotextile fabric part 20 without departing from the scope of the invention.
  • each fringe 23 ' is substantially equal to the spacing between two vertical rods 2 or horizontal 3 of a wire mesh panel 1.
  • each wire mesh panel 1 comprises along at least two adjacent sides, a longitudinal side and a transverse side, a seal 28 consisting of a metal bar of L-shaped cross section of which one of the branches is welded at the ends of the horizontal metal wires 2 and respectively vertical 3, capping the rings 4.
  • seals 28 thus make it possible to produce a wall without voids or holes during the assembly of the various panels 1 when a concrete sail 29 or a hull Composite is made on each panel 1 ( figure 19 ).
  • the metal rod 5 allowing the assembly of two metal mesh panels 1 advantageously comprises at its upper end a clip 30, obtained by folding the metal rod 6, whose circular head 31 has a diameter greater than the diameter of the rings 4 in which rod 5 is introduced during assembly of the panels, and at its lower end a ring 32 whose outer diameter is just smaller than the inner diameter of the rings 4 of the panels 1.
  • the rod 5 comprises bellows 33 obtained by crushing of the rod for example, uniformly distributed along the rod 5.
  • the diameter of these bellows 33 is greater than the diameter of the rod 5 and just below the inner diameter of the rings 4. Furthermore, the spacing of the blisters is substantially equal to the spacing between two horizontal rods 2 or vertical 3 of a wire mesh panel 1.
  • the latter has at its upper end a ring 34, instead of the clip 30, whose outer diameter is greater than the inner diameter of the rings 4 of the wire mesh panels and, at its lower end, a ring 32 of which the outside diameter is just smaller than the inside diameter of the rings 4 of the panels 1.
  • the latter comprises in the same way as previously at its upper end a clip 30, obtained by folding the metal rod 6, whose circular head 31 has a diameter greater than the diameter of the rings 4 in which the rod 5 is introduced during the assembly of the panels, and at its lower end a ring 32 whose outer diameter is just smaller than the inside diameter of the rings 4 of the panels 1.
  • the stem is different from that described on the figure 20 in that the blisters 33 have been substituted by ripples 35.

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Revetment (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Claims (15)

  1. Gabione, bestehend aus Feldern (1) aus Metallmaschendraht, die zusammengesetzt werden können, um einen Behälter zur Aufnahme einer Auffüllmaterialmasse wie etwa Steine, Bruchstücke von Naturstein, Holzstücke oder dergleichen und/oder einer Mischung dieser Materialien aufzunehmen, dadurch gekennzeichnet, dass er mindestens eine dichte, flexible Tasche (7) aufweist, die mit Griffeinrichtungen (10) ausgestattet ist, und zwischen die zusammengesetzten Felder (1) eingesetzt werden kann.
  2. Gabione nach Anspruch 1, dadurch gekennzeichnet, dass die flexible Tasche (7) eine Quaderform mit einem Boden (8), vier vertikalen Seitenwänden (9) und zwei Henkeln (10) aufweist, die sich vom oberen Rand der zwei gegenüberliegenden Seitenwände (9) erstrecken.
  3. Gabione nach einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, dass die flexible Tasche (7) eine obere Wand (11) aufweist, die mit Öffnungs- und Schließeinrichtungen ausgestattet ist.
  4. Gabione nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die flexible Tasche (7) aus einem chemisch inerten und/oder abriebfesten und/oder Hochtemperaturbeständigkeit aufweisenden Material erhalten ist.
  5. Gabione nach Anspruch 4, dadurch gekennzeichnet, dass die flexible Tasche (7) aus einem Material erhalten ist, das mindestens einen aus der folgenden Liste ausgewählten Bestandteil enthält: Silicon, Nitril, Vinyl, Kunststoff, Polyurethan, Perfluorpolymer oder Kombinationen von diesen.
  6. Gabione nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass er mindestens drei Felder (1) aus Metallmaschendraht aufweist, die aus horizontalen (2) und vertikalen (3) Metalldrähten bestehen, deren jeweilige freien Enden zurückgebogen sind, um Ringe (4) zu bilden, die einen Metallstab (5) aufnehmen können, um zwei benachbarte Felder (1) zusammenzufügen.
  7. Gabione nach Anspruch 6, dadurch gekennzeichnet, dass sich jeder Ring (4) in einer zur Ebene des Felds (1) senkrechten Ebene erstreckt.
  8. Gabione nach den Ansprüchen 6 und 7, dadurch gekennzeichnet, dass die Ringe (4) eines gleichen Rands eines Felds (1) koaxial sind.
  9. Gabione nach einem der Ansprüche 6 bis 8, dadurch gekennzeichet, dass er mindestens vier vertikale Felder (1) aufweist, die paarweise zusammengefügt sind, um ein Quader zu bilden.
  10. Gabione nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, dass die Felder (1) aus Metallmaschendraht und/oder der Stab (5) mit einer chemisch inerten und/oder abriebfesten und/oder Hochtemperaturbeständigkeit aufweisenden Beschichtung überzogen sind.
  11. Gabione nach Anspruch 10, dadurch gekennzeichnet, dass die chemisch inerte und/oder abriebfeste und/oder Hochtemperaturbeständigkeit aufweisende Beschichtung aus einem Material erhalten ist, das mindestens einen aus der folgenden Liste ausgewählten Bestandteil enthält: Silicon, Nitril, Vinyl, Kunststoff, Polyurethan, Perfluorpolymer oder Kombinationen von diesen.
  12. Gabione nach einem der Ansprüche 1 bis 11, dadurch gekennzeichnet, dass mindestens zwei gegenüberliegende Felder (1) entlang ihrer jeweiligen unteren Ränder mindestens zwei U-förmige Bügel aufweisen, wobei die Enden der Schenkel des U fest mit dem unteren horizontalen Metalldraht (2) des Felds (1) aus Metallmaschendraht verbunden sind, und sich die Bügel in derselben Ebene erstrecken wie das Feld (1).
  13. Gabione nach Anspruch 12, dadurch gekennzeichnet, dass jedes Feld (1) entlang seines unteren Rand drei U-förmige Bügel (16, 17a, 17b) aufweist, wobei sich ein mittlerer Bügel (16) im mittleren Bereich des unteren Rands erstreckt, und sich zwei umfängliche Bügel (17a, 17b) auf beiden Seiten des mittleren Bügels (16) nahe an den Seitenrändern des Felds erstrecken.
  14. Gabione nach einem der Ansprüche 1 bis 13, dadurch gekennzeichnet, dass er mindestens eine starres, sogenanntes Schalungsfeld (21) aufweist, das fest mit dem oberen Ende mindestens eines Felds (1) aus Metalfmaschendraht so verbunden werden kann, dass es sich in dessen Verlängerung erstreckt.
  15. Gabione nach Anspruch 14, dadurch gekennzeichnet, dass das Schalungsfeld (12) entlang seines unteren Längsrands gebogen ist, um einen Flügel (13) zu bilden, in dem querverlaufende rechteckige Öffnungen (14) gebildet sind, wobei die Ringe (4) der oberen freien Enden der vertikalen Metalldrähte (3) des Feldes (1) aus Maschendraht durch die Öffnungen (14) eingesteckt werden können.
EP10708553.2A 2009-03-13 2010-03-15 Gabione zur verwendung in böschungssicherungen Revoked EP2406435B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0951618A FR2943080B1 (fr) 2009-03-13 2009-03-13 Elements du type gabions pour la realisation de constructions tels que des murs, des merlons ou similaires
PCT/EP2010/053312 WO2010103128A1 (fr) 2009-03-13 2010-03-15 Elements du type gabions pour la realisation de constructions tels que des murs, des merlons ou similaires

Publications (2)

Publication Number Publication Date
EP2406435A1 EP2406435A1 (de) 2012-01-18
EP2406435B1 true EP2406435B1 (de) 2013-12-04

Family

ID=41021038

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10708553.2A Revoked EP2406435B1 (de) 2009-03-13 2010-03-15 Gabione zur verwendung in böschungssicherungen

Country Status (6)

Country Link
US (1) US8689501B2 (de)
EP (1) EP2406435B1 (de)
CN (1) CN102482861A (de)
FR (1) FR2943080B1 (de)
MA (1) MA33191B1 (de)
WO (1) WO2010103128A1 (de)

Families Citing this family (35)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2472210B (en) 2009-07-28 2014-11-26 Hesco Bastion Ltd Gabion System
US9206599B2 (en) 2007-02-02 2015-12-08 Les Materiaux De Construction Oldcastle Canada, Inc. Wall with decorative facing
GB0804487D0 (en) 2008-03-11 2008-04-16 Terram Ltd Cellular structures
PT105009A (pt) * 2010-03-09 2011-09-09 Antonio Jose Vieira Da Cunha Bloco para construção de sistemas de fundação e método para construir muros com o referido bloco
US9670640B2 (en) 2010-09-28 2017-06-06 Les Materiaux De Construction Oldcastle Canada, Inc. Retaining wall
US9441342B2 (en) 2010-09-28 2016-09-13 Les Materiaux De Construction Oldcastle Canada, In Retaining wall
GB2493007B (en) 2011-07-21 2017-08-30 Fiberweb Holdings Ltd Confinement structures for particulate fill materials
GB2503740B (en) * 2012-07-06 2014-10-15 Hesco Bastion Ltd Gabion
CN103322635B (zh) * 2012-10-12 2016-02-24 中国科学院广州能源研究所 堆积型多孔陶粒湿帘
US9714510B2 (en) * 2013-02-25 2017-07-25 Les Materiaux De Construction Oldcastle Canada Inc. Wall assembly
US9611626B2 (en) * 2013-12-10 2017-04-04 Jeffrey D Pettey Multi-compartment gabion stormwater treatment system
FR3018292B1 (fr) * 2014-03-05 2016-03-25 Sarl Pba Module de construction du type gabion
USD757296S1 (en) * 2014-03-17 2016-05-24 Betafence Holding Nv Fence
CN105350558B (zh) * 2015-11-13 2017-06-23 中交天津港湾工程研究院有限公司 一种混凝土沉箱外包覆耐蚀金属材料的方法
TR201810470T4 (tr) * 2016-03-04 2018-08-27 Omya Int Ag Gabyon, böyle bir gabyonu ihtiva eden gürültü azaltma duvarı ve böyle bir gabyonun uygulanmasına yönelik bir işlem.
CN105692106A (zh) * 2016-03-29 2016-06-22 苏州倍特罗智能科技有限公司 具有自检功能的托盘料仓
CN105643584A (zh) * 2016-03-29 2016-06-08 苏州倍特罗智能科技有限公司 一种可调节料仓托盘
WO2017214109A1 (en) * 2016-06-06 2017-12-14 Origin Point Brands Llc Modular fence system
GB2555559A (en) * 2016-06-21 2018-05-09 Nexus Eco Holdings Ltd Anchors
CN106314007A (zh) * 2016-10-31 2017-01-11 上海市普陀区社区绿化管理所 一种海绵体透水景石及其制作方法和应用
RU2651591C1 (ru) * 2017-01-09 2018-04-23 Александр Иванович Ерышалов Объемная габионная конструкция
RU178536U1 (ru) * 2017-05-29 2018-04-06 Александр Иванович Ерышалов Габионная конструкция
CN113882753A (zh) * 2017-06-28 2022-01-04 重庆师范大学 一种组装式挡墙
CN107237346A (zh) * 2017-06-28 2017-10-10 重庆芳兰科技有限公司 一种模块化挡墙单元
AU2018201278B1 (en) * 2017-09-13 2018-10-18 Propex Operating Company, Llc Geotextile-based structure for vegetative growth enhancement and erosion resistance
US10893649B2 (en) * 2018-07-30 2021-01-19 George Patrick Solis Bracing and blocking apparatus for a variety of uses
US10625185B1 (en) * 2019-03-01 2020-04-21 Precision Dewatering, Llc Portable filtration apparatus, systems and methods
USD893283S1 (en) * 2019-03-12 2020-08-18 Thomas S. Haas Guard supporting member for a gabion basket
USD984243S1 (en) * 2019-05-23 2023-04-25 Dan Warren Brazed rebar gabion façade
CN110532728B (zh) * 2019-09-10 2022-06-10 成都理工大学 弧形拦石墙及其设计方法
JP6858429B1 (ja) * 2020-08-31 2021-04-14 夏目金網工業株式会社 規制可撓性コンテナの施工方法
CN112144488A (zh) * 2020-10-27 2020-12-29 中水北方勘测设计研究有限责任公司 防止河道下切破坏的多曲拱形透水台阶式消能二级坝
CN113186874A (zh) * 2021-05-21 2021-07-30 河北乾烨金属制品有限公司 土工框及组装方法
CN113309043A (zh) * 2021-07-07 2021-08-27 河北乾烨金属制品有限公司 石笼网箱及组装方法
US20230191290A1 (en) * 2021-12-21 2023-06-22 360 Research Labs, LLC Systems and methods for recycling recovered water utilizing a defluidizing tank

Family Cites Families (42)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR788004A (fr) 1935-03-28 1935-10-02 Fr De Defenses Fluviales Soc Perfectionnements aux gabions
US3840947A (en) * 1972-04-11 1974-10-15 Keystone Consolidated Ind Inc Gabion connector
CH666510A5 (de) 1985-03-05 1988-07-29 Landolt Fritz Ag Anordnung zum erstellen einer begruenbaren steilboeschung.
ES2078965T3 (es) 1989-04-07 1996-01-01 Hesco Bastion Ltd Mejoras introducidas en bloques de construccion y apuntalamiento.
US5076735A (en) * 1990-08-31 1991-12-31 Hilfiker William K Welded wire component gabions and method of making the same and construction soil reinforced retaining walls therefrom
DE4032966A1 (de) 1990-10-17 1992-04-23 Peter Dipl Ing Mohr Verfahren zur herstellung einer boeschungsbefestigung
DE4329370A1 (de) * 1993-09-01 1995-03-02 Jaecklin Felix Paul Element für Bauwerke, insbesondere für begrünbare Stütz- oder Schallschutzbauten, mit Bauteilsatz und Herstellungsverfahren
US5401552A (en) * 1994-01-28 1995-03-28 Slt Environmental, Inc. Geocomposite liner
US5636938A (en) * 1994-06-15 1997-06-10 Ragazzo; George Gabion system
US5647695A (en) * 1995-04-11 1997-07-15 Hilfiker Pipe Company Soil filled wall
NO951465L (no) 1995-04-19 1996-10-21 Fjerby As Armeringsanordning for jordskråning og fremgangsmåte ved oppbygging av den armerte jordskråning
FR2739881A1 (fr) * 1995-10-13 1997-04-18 Boissie Chantal Procede et systeme de drainage
US5860551A (en) * 1997-04-07 1999-01-19 Knott, Sr.; James M. Gabion container
JP3696389B2 (ja) * 1997-10-31 2005-09-14 キョーワ株式会社 水中構造物の洗掘防止材と洗掘防止工法
GB2334739A (en) 1998-02-25 1999-09-01 Netlon Ltd A geoengineering construction
US6357970B1 (en) * 2000-05-10 2002-03-19 Hilfiker Pipe Company Compressible welded wire wall for retaining earthen formations
DE20120822U1 (de) * 2001-12-21 2002-03-21 Rothfuss, Thomas, 71735 Eberdingen Gittermatte, insbesondere für Gabionenkörbe
US6893193B2 (en) * 2002-01-30 2005-05-17 B. Lanka Santha Self-anchoring fiber block system
CN1282804C (zh) * 2002-04-23 2006-11-01 六发株式会社 网体、该网体的制造方法及设备和使用该网体的笼体
CN2615201Y (zh) * 2002-08-22 2004-05-12 张龙萌 多功能组合式钢栅结构
US6991408B2 (en) * 2003-04-29 2006-01-31 North American Profill Products Inc. Soil replacement product
CN2675745Y (zh) * 2003-07-28 2005-02-02 张龙萌 组合式三角形钢栅箱笼
CN2646202Y (zh) * 2003-07-30 2004-10-06 纪荐豪 改进型土石笼
FR2862670B1 (fr) 2003-11-26 2007-06-22 Jean Marie Heitz Module phonique prefabrique pour mur antibruit, mur antibruit obtenu et procede de fabrication dudit mur antibruit
US20100186642A1 (en) * 2004-06-29 2010-07-29 Ryan Christman Bastions for force protection and military applications
KR100720746B1 (ko) * 2005-10-13 2007-05-22 이영상 개비온과 그 제조장치 및 시공방법
GB0523925D0 (en) * 2005-11-24 2006-01-04 Hesco Bastion Ltd Gabion
US8721229B2 (en) * 2005-11-24 2014-05-13 Hesco Bastion Limited Gabions
GB2472210B (en) * 2009-07-28 2014-11-26 Hesco Bastion Ltd Gabion System
GB0610054D0 (en) 2006-05-19 2006-06-28 Hesco Bastion Ltd Gabions
GB2440449B (en) * 2006-07-26 2012-01-18 Polypipe Civils Ltd A soakaway
CN101512074B (zh) * 2006-09-05 2011-10-05 新日本制铁株式会社 地下连续壁用钢材、地下连续壁用钢材的制造方法、地下连续壁以及构筑地下连续壁的方法
FR2907480B1 (fr) 2006-10-20 2011-04-22 Jean Marie Heitz Module prefabrique pour realiser un mur ou un muret.
ATE538257T1 (de) * 2007-01-19 2012-01-15 Hesco Bastion Ltd Gabion
US8262318B2 (en) * 2007-04-30 2012-09-11 Amcol International Corporation Contaminant-reactive gabion cage or grid structure and method of manufacture and use
US7670082B2 (en) * 2007-04-30 2010-03-02 Amcol International Corporation Contaminant-reactive gabion and method of manufacture and use
CA122005S (en) * 2007-05-04 2008-06-09 Hesco Bastion Ltd Temporary shelter
FR2917104B1 (fr) 2007-06-06 2012-07-13 Jean Marie Heitz Assemblage de gabions juxtaposes et/ou superposes
DE602008002576D1 (de) * 2008-06-20 2010-10-28 Betafence Holding Nv Gabione
US20100172701A1 (en) * 2008-12-12 2010-07-08 Honeywell International Inc. Barrier fortification enhancement and building structural units
EP2213777A1 (de) * 2009-01-29 2010-08-04 Concrete Canvas Limited Imprägniertes Textil
GB2493007B (en) * 2011-07-21 2017-08-30 Fiberweb Holdings Ltd Confinement structures for particulate fill materials

Also Published As

Publication number Publication date
EP2406435A1 (de) 2012-01-18
US8689501B2 (en) 2014-04-08
FR2943080B1 (fr) 2016-09-30
CN102482861A (zh) 2012-05-30
MA33191B1 (fr) 2012-04-02
WO2010103128A1 (fr) 2010-09-16
FR2943080A1 (fr) 2010-09-17
US20120137598A1 (en) 2012-06-07

Similar Documents

Publication Publication Date Title
EP2406435B1 (de) Gabione zur verwendung in böschungssicherungen
FR2657370A1 (fr) Procede et element pour la production de structures pour contenir des surfaces du sol.
CA2632249C (en) Gabions
EP3214224B1 (de) Drahtschotterkasten, lärmschutzwand, die einen solchen drahtschotterkasten umfasst, und einsatzverfahren eines solchen drahtschotterkastens
EP0392894A1 (de) Unterirdisches rohrförmiges Gebilde und Verfahren zu seiner Herstellung
EP1881114A2 (de) Verfahren zur Herstellung von einzelnen Vollbausteinen zur Erstellung eines Bauwerks
EP2456924B1 (de) Verbindungsglied bei stützwand mit bewehrter erde, stützwand und verfahren zur errichtung solch einer stützwand.
EP2317014B1 (de) Kombination für die Herstellung eines Bauwerk
FR2999620A1 (fr) Element prefabrique en beton pour la fabrication d'une paroi de cloture
FR2721334A1 (fr) Revêtement de protection contre l'érosion et procédé pour sa réalisation.
FR2897378A1 (fr) Procede de realisation d'un bassin en beton coule.
EP2317013B1 (de) Drahtschotterkasten und Anordnung, die aus mindestens zwei Drahtschotterkästen besteht
FR2844289A1 (fr) Barriere de protection contre les ondes de choc
FR2807456A1 (fr) Dispositif de soutenement et/ou de stabilisation de mur, merlon, talus
FR3008113A1 (fr) Gabion
FR3111651A1 (fr) Coffrage à ductilité renforcée avec cage d’armatures tridimensionnelle repliable.
FR2816648A1 (fr) Armature pour ouvrage en terre renforcee
CA2738088C (fr) Element de construction destine a la construction d'un mur de soutenement ayant une fonction de protection phonique
FR2917104A1 (fr) Assemblage de gabions juxtaposes et/ou superposes
FR2551107A1 (fr) Perfectionnements a la fixation direct des sols, notamment de dunes
FR2903712A1 (fr) Element de construction pour ouvrage de genie civil
FR2739881A1 (fr) Procede et systeme de drainage
FR2795105A1 (fr) Dispositif enterre de drainage et d'assainissement des chaussees et procede de realisation
FR2904337A1 (fr) Procede de fabrication d'un element individuel de construction rempli destine a un ouvrage de genie civil
FR2497871A1 (fr) Treillis de garniture destine au soutenement composite a base de beton projete pour le foncage de puits ou le creusement de puits ou tunnels

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

17P Request for examination filed

Effective date: 20111010

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): 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 SE SI SK SM TR

DAX Request for extension of the european patent (deleted)
GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20130620

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): 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 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

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

Ref country code: AT

Ref legal event code: REF

Ref document number: 643623

Country of ref document: AT

Kind code of ref document: T

Effective date: 20140115

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602010012182

Country of ref document: DE

Effective date: 20140130

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20131204

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 643623

Country of ref document: AT

Kind code of ref document: T

Effective date: 20131204

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

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: 20140304

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: 20131204

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: 20131204

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: 20131204

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: 20131204

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: 20131204

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: 20131204

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: 20131204

Ref country code: AT

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: 20131204

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

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: 20140404

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: 20131204

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: 20131204

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: 20131204

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: 20131204

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: 20140404

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: 20131204

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: 20131204

REG Reference to a national code

Ref country code: DE

Ref legal event code: R026

Ref document number: 602010012182

Country of ref document: DE

PLBI Opposition filed

Free format text: ORIGINAL CODE: 0009260

PLAX Notice of opposition and request to file observation + time limit sent

Free format text: ORIGINAL CODE: EPIDOSNOBS2

26 Opposition filed

Opponent name: HESCO BASTION LIMITED

Effective date: 20140904

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140315

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: 20131204

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: DE

Ref legal event code: R026

Ref document number: 602010012182

Country of ref document: DE

Effective date: 20140904

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PLAF Information modified related to communication of a notice of opposition and request to file observations + time limit

Free format text: ORIGINAL CODE: EPIDOSCOBS2

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

Ref country code: CH

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

Effective date: 20140331

Ref country code: IE

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

Effective date: 20140315

Ref country code: LI

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

Effective date: 20140331

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: 20131204

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

Ref country code: IT

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: 20131204

PLBB Reply of patent proprietor to notice(s) of opposition received

Free format text: ORIGINAL CODE: EPIDOSNOBS3

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: 20131204

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 7

PLAB Opposition data, opponent's data or that of the opponent's representative modified

Free format text: ORIGINAL CODE: 0009299OPPO

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

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: 20131204

R26 Opposition filed (corrected)

Opponent name: HESCO BASTION LIMITED

Effective date: 20140904

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: 20131204

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

Ref country code: GB

Payment date: 20160330

Year of fee payment: 7

Ref country code: FR

Payment date: 20160330

Year of fee payment: 7

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

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: 20140305

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: 20131204

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: 20131204

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: 20100315

Ref country code: BE

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: 20140331

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

Ref country code: DE

Payment date: 20160330

Year of fee payment: 7

REG Reference to a national code

Ref country code: DE

Ref legal event code: R064

Ref document number: 602010012182

Country of ref document: DE

Ref country code: DE

Ref legal event code: R103

Ref document number: 602010012182

Country of ref document: DE

RDAF Communication despatched that patent is revoked

Free format text: ORIGINAL CODE: EPIDOSNREV1

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

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

RDAG Patent revoked

Free format text: ORIGINAL CODE: 0009271

27W Patent revoked

Effective date: 20161201

GBPR Gb: patent revoked under art. 102 of the ep convention designating the uk as contracting state

Effective date: 20161201

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

Free format text: STATUS: PATENT REVOKED