EP3214224B1 - Drahtschotterkasten, lärmschutzwand, die einen solchen drahtschotterkasten umfasst, und einsatzverfahren eines solchen drahtschotterkastens - Google Patents

Drahtschotterkasten, lärmschutzwand, die einen solchen drahtschotterkasten umfasst, und einsatzverfahren eines solchen drahtschotterkastens Download PDF

Info

Publication number
EP3214224B1
EP3214224B1 EP16305251.7A EP16305251A EP3214224B1 EP 3214224 B1 EP3214224 B1 EP 3214224B1 EP 16305251 A EP16305251 A EP 16305251A EP 3214224 B1 EP3214224 B1 EP 3214224B1
Authority
EP
European Patent Office
Prior art keywords
gabion
partition
intermediate compartment
compartments
frontal
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.)
Active
Application number
EP16305251.7A
Other languages
English (en)
French (fr)
Other versions
EP3214224A1 (de
Inventor
François DABOS
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.)
Omya International AG
Original Assignee
Omya International AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority to EP16305251.7A priority Critical patent/EP3214224B1/de
Application filed by Omya International AG filed Critical Omya International AG
Priority to ES16305251.7T priority patent/ES2683552T3/es
Priority to TR2018/10470T priority patent/TR201810470T4/tr
Priority to US16/072,042 priority patent/US10563371B2/en
Priority to KR1020187024109A priority patent/KR20180118121A/ko
Priority to CA3015727A priority patent/CA3015727A1/en
Priority to PCT/EP2017/054992 priority patent/WO2017149113A1/en
Priority to JP2018545467A priority patent/JP6971248B2/ja
Priority to BR112018067459A priority patent/BR112018067459A2/pt
Priority to CN201780012723.5A priority patent/CN108699787B/zh
Priority to RU2018126997A priority patent/RU2728297C2/ru
Publication of EP3214224A1 publication Critical patent/EP3214224A1/de
Application granted granted Critical
Publication of EP3214224B1 publication Critical patent/EP3214224B1/de
Active 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
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
    • E01B19/003—Means for reducing the development or propagation of noise
    • 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
    • E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/02—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise
    • E01F8/021—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise with integral support structure
    • E01F8/025—Gabion-type
    • 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
    • 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
    • E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar

Definitions

  • the present invention relates to a gabion, as well as an anti-noise wall comprising such a gabion. It also relates to a method of implementing such a gabion.
  • a gabion is an individual element of construction, which, by stacking and / or juxtaposition of several copies, makes it possible to realize works notably in the field of the civil engineering, that of the public works and that of the construction for the private individuals.
  • a gabion In its "basic" form, which is commonly spread, a gabion consists of a parallelepipedic cage whose bottom, four side walls and, where appropriate, the lid are respectively made of flat metal meshes which are fixed to each other typically staples, metal bonding yarns and / or welds. This cage is then filled with crushed stone or, more generally, a similar granular material, the aggregates are retained inside the cage without being able to pass through the mesh of the trellises.
  • the gabion stands stacked and / or juxtaposed are bonded together by staples or binding threads.
  • the invention is more specifically concerned with the use of gabion for producing an anti-noise wall, otherwise known as an acoustic screen, for example along roads or railway lines or in an industrial environment or in a private environment.
  • DE 20 2006 003 050 U1 proposes to compartmentalize the internal volume of the cage of a gabion to place a layer of sand which increases the performances of soundproofing of the gabion, the sand having a better sound insulation than the crushed stone or similar granular materials.
  • two partition walls are arranged inside the cage, connecting two opposite side walls of the cage to each other, so as to form a central compartment between these two partitioning partitions.
  • the remainder of the interior volume of the cage being divided into two terminal compartments, on either side of the central compartment.
  • Each end compartment is filled with crushed stone or similar filling material, while the central compartment receives a flexible bag filled with sand.
  • the cage contains the bag of sand and the filling material such as crushed stone
  • its handling is also difficult, especially to install the gabion in its final place, if necessary stacked and / or juxtaposed vis-à-vis other gabions, again with the risk of tearing the bag and lose all or part of the sand, especially during the various manipulations necessary for the construction of a sound barrier.
  • FR 2 902 808 A1 proposes to make a soundproof wall by arranging next to each other two rows of "basic" stacked gabions, each of which is filled with crushed stone, while leaving between these two rows a free space in which one place a soul in a soundproofing material.
  • this soundproofing material is concrete which is poured directly between the two rows of stacked gabions.
  • the advantage of this solution is to obtain a soundproofing core that extends continuously over the length and height of the sound barrier.
  • this solution is particularly expensive and tedious, especially since it doubles the number of gabions and is long to implement.
  • the purpose of the present invention is to provide a gabion which, while allowing to obtain good sound insulation performance, is economical, as well as fast and easy to implement.
  • the subject of the invention is a gabion as defined in claim 1.
  • the invention also relates to a method for implementing at least one such gabion, as defined in claim 10.
  • the invention it is possible to quickly and economically achieve a sound barrier having very good acoustic properties.
  • the gabion according to the invention whose front compartments are pre-filled with a "heavy" granular filling material, can be handled, by hooking and lifting, quickly and safely at the level or the gripping handles of his or her lifting partitions.
  • this or these lifting partitions contribute to the structural stability of the cage both during the filling of these front compartments, without significantly impacting the ease of this filling, and during the handling of transport and installation of the gabion .
  • this or these lifting partitions allow the passing through them a granular soundproofing material which is directly discharged into the intermediate compartment of the gabion once it is positioned in its final location, typically within a sound barrier wall.
  • This soundproofing material is thus spread by gravity in all or part of the intermediate compartment, including through the lifting bulkhead or walls, and advantageously coats both the mesh of the bottom, for the part of the latter delimiting the intermediate compartment, and the respective lattices of the side walls, for the part of each of these side walls defining the intermediate compartment.
  • the soundproofing material can thus continuously join the respective intermediate compartments of the gabions: it As a result, the sound insulation is obtained continuously both within each gabion considered individually, and between gabions stacked and / or juxtaposed. It also results in an improvement of the stability of the wall, because of the continuous junction between the gabions.
  • the invention also relates to a noise barrier, as defined in claim 11. Additional advantageous features of this noise barrier are specified in claims 12 to 14.
  • the invention also relates to a use of at least one gabion, as defined in claim 15.
  • the gabion 1 comprises a cage 10 having a generally parallelepiped shape, both internally and externally.
  • the parallelepipedal shape of the cage 10 is oriented as when using the gabion 1, that is to say so that the base of this parallelepiped shape s' extends horizontally and is downwardly oriented relative to the remainder of the parallelepipedal shape, while the four lateral sides of the parallelepipedal shape extend from this base vertically upwards.
  • the cage 10 comprises, at its base, a horizontal bottom 11.
  • This bottom 11 consists of a plane mesh 11.1, typically metallic.
  • the mesh 11.1 consists of a sheet of metal wires, some of which are parallel to each other while the others are parallel to each other, extending perpendicularly to the first wires, these different wires thus being arranged. at a distance from each other forming a perforated grid whose meshes, that is to say the openings, are rectangular or square section.
  • the aforementioned metal son are entangled and / or welded together to obtain the lattice 11.1.
  • Other embodiments of the mesh 11.1 are possible as variants not shown.
  • the material of the mesh 11.1 is surface-galvanized steel, it being understood that other metallic or composite materials may be envisaged as long as they have suitable mechanical properties to the setting implementation of gabion 1 presented later.
  • this lattice may be made of several materials, in particular a core material, for example metal, to give structural strength to the trellis, and a coating material, for example polymeric, to protect the core material.
  • the cage 10 comprises two vertical front walls 12 and 13 which are located respectively on two of its lateral sides, opposite to each other. These front walls 12 and 13 extend parallel to each other, from the bottom 11.
  • Each of the front walls 12 and 13 consists of a plane lattice 12.1, 13.1, the non-limiting embodiment of which the invention is functionally or even structurally similar to that of the mesh 11.1 of the bottom 11.
  • the trellises 12.1 and 13.1 are fixed to the trellis 11.1. the bottom 11, and this by any suitable means, typically, but in a non-limiting manner, by staples, binding son, etc.
  • the cage 10 comprises two lateral walls 14 and 15 vertical, which are located on the two opposite lateral sides of the cage, other than those occupied by the front walls 12 and 13.
  • the side walls 14 and 15 extend parallel to one another. one to the other, from the bottom 11.
  • Each of the side walls 14 and 15 consists of a plane lattice 14.1, 15.1 whose non-limiting embodiment of the invention is functionally or even structurally similar to that lattices 11.1, 12.1 and 13.1.
  • the lattices 14.1 and 15.1 are fixed both to the mesh 11.1 of the bottom 11 and to the lattices 12.1 and 13.1 of the front walls 12 and 13, and this by any appropriate means, such as those mentioned above for fixing. between lattices 11.1, 12.1 and 13.1.
  • the front walls 12 and 13 have the same vertical dimension as the side walls 14 and 15.
  • the front walls 12 and 13 have a dimension horizontal greater than that of the side walls 14 and 15, for example of the order of twice that of the walls 14 and 15, however, it is noted that this dimensional aspect is not limiting of the invention.
  • the vertical dimension of the walls 12 to 15 is between 0.5 m and 2.5 m and the horizontal dimension of the walls 12 to 15 is between 0.5 m and 5 m.
  • the cage 10 has an internal volume V10 which is defined jointly by the bottom 11, the front walls 12 and 13 and the side walls 14 and 15.
  • the gabion 1 also comprises two partitioning partitions, respectively referenced 20 and 30, as clearly visible on the figures 1 , 2 , 5 and 6 .
  • These partition walls 20 and 30 are arranged parallel to one another inside the cage 10, that is to say in the internal volume V10 of the latter, extending so that both vertical and parallel to the front walls 12 and 13.
  • the partition wall 20 is closer to the front wall 12 while the partition wall 30 is closer to the front wall 13.
  • each of the partition walls 20 and 30 extends vertically between the bottom 11 of the cage 10, without necessarily that its lower edge is joined with the bottom 11, and the level of the upper edge of the front walls 12 and 13 and 14 and 15, without necessarily having its upper edge flush with the upper edge of these front and side walls. More precise features of the partition walls 20 and 30 will be given later.
  • each of the partition walls 20 and 30 extends from the side wall 14 to the side wall 15 of the cage 10, by fixedly connecting one to the other side walls 14 and 15.
  • the internal volume V10 of the cage 10 is thus distributed between three separate compartments, namely two front compartments C1 and C2 and an intermediate compartment C3.
  • the intermediate compartment C3 corresponds to the portion of the internal volume V10 of the cage 10 delimited between the partitioning partitions 20 and 30.
  • This intermediate compartment C3 corresponds to less than 50%, or even 40% or less, or even 30% or less, or even 20% or less, or even 10% or less of the internal volume V10 of the cage 10.
  • the intermediate compartment has a horizontal dimension, that is to say a spacing between the partition walls 20 and 30, which is for example between 10 cm and 50 cm.
  • the front compartments C1 and C2 correspond to the remainder of the internal volume V10, the front compartment C1 being delimited between the partition wall 20 and the front wall 12 while the front compartment C2 is delimited between the partition wall 30 and the front wall 13 Downwards, the front compartments C1 and C2 and the intermediate compartment C3 are delimited by the bottom 11 of the cage 10, more precisely by corresponding respective parts of this bottom 11. Laterally, the front compartments C1 and C2 and the compartment intermediate C3 are delimited, on one side, by the side wall 14, more precisely by corresponding respective parts of this side wall 14, and, on the opposite side, by the side wall 15, more precisely by corresponding respective parts thereof. side wall 15.
  • the gabion 1 also comprises a vertical diaphragm partition 40.
  • the diaphragm partition 40 is arranged in the internal volume V10 of the cage 10, parallel to the side walls 14 and 15, and extends between the front walls 12 and 13 by fixedly connecting one to the other these front walls.
  • the diaphragm partition 40 is situated halfway between the side walls 14 and 15.
  • the diaphragm wall 40 extends successively across the front compartment C1, across the intermediate compartment C3 and across the front compartment C2, thereby subdividing each of these compartments into two sub-compartments which are located on the one hand and on the other.
  • the diaphragm partition 40 extends between the bottom 11 of the cage 10, without necessarily having its bottom edge joined with this bottom 11, and the level of the edge upper side walls 12 and 13 and side 14 and 15, without necessarily that its upper edge is flush with the upper edge of the front and side walls.
  • the diaphragm partition 40 comprises a planar lattice 40.1 whose embodiment, which is not limiting of the invention, is functionally or even structurally similar to that of the lattices 11.1, 12.1, 13.1, 14.1 and 15.1.
  • the mesh 40.1 of the diaphragm partition 40 is fixedly secured to the mesh 12.1 and 13.1 of the end walls 12 and 13, as well as, where appropriate, to the mesh 11.1 of the bottom 11, and this by any appropriate means, such as staples or clasps. binding thread, as mentioned above.
  • the gabion 1 further comprises two lifting partitions 50 and 60 vertical. As clearly visible on figures 2 and 5 each of these lifting partitions 50 and 60 is arranged in the internal volume V10 of the cage 10, parallel to the side walls 14 and 15, and extends from the front wall 12 to the front wall 13 by firmly connecting one to the other these frontal walls.
  • the lifting bulkheads 50 and 60 are located on either side of the diaphragm wall 40, the lifting partition 50 being located halfway between the diaphragm wall 40 and the wall 14 while the lifting partition 60 is situated midway between the diaphragm wall 40 and the side wall 15.
  • each of the lifting partitions 50 and 60 extends between the bottom 11 of the cage 10, the lower edge of each lifting wall being preferentially, but not necessarily, contiguous with the bottom 11, and the upper edge of the front walls. 12 and 13 and side 14 and 15, the upper edge of each of the lifting bulkheads 50 and 60 including two gripping handles 51, 61 respectively, which are flush or are slightly removed from the upper edge of the front and side walls.
  • the handles 51 and the handles 61 are evenly distributed along the upper edge of the lifting partition 50, respectively 60, as is clearly visible for the two handles 51 of the lifting partition. 50 which is shown alone on the figure 3 . Note that in the figures, the handles 51 and 61 are drawn thickened only for reasons of visibility.
  • each of the lifting partitions 50 and 60 extends from the front wall 12 to the front wall 13, successively across the front compartment C1, across the intermediate compartment C3 and across the front compartment C2.
  • the part of the lifting partition 50 and the part of the lifting partition 60, arranged in the front compartment C1 respectively subdivide the two sub-compartments of the front compartment C1, delimited on either side of the diaphragm partition. 40.
  • the part of the lifting partition 50 and the part of the lifting partition 60, arranged in the intermediate compartment C3, respectively subdivide the two subcompartments of the intermediate compartment C3, delimited on either side of the partition. diaphragm 40.
  • each of the lifting partitions 50 and 60 consists of a planar lattice 50.1, respectively 60.1, the embodiment of which, which is not limiting of the invention, is functionally even structurally similar to trellises 11.1, 12.1, 13.1, 14.1, 15.1 and 40.1.
  • the lattice 50.1 of this partition consists of a sheet of metal wires, some of which are parallel to each other while the others are parallel to each other, extending perpendicularly to the first wires, so that that the various threads of the lattice 50.1 together form an open-mesh grid with a rectangular or square section.
  • this lattice 50.1 of the lifting partition 50 is completed by two wires 50.2, which are U-shaped downwards and whose respective rounded bottoms are arranged on the upper edge of the lifting partition 50, respectively forming the two gripping loops 51.
  • Each of these son 50.2 is permanently secured to the lattice 50.1 by any appropriate means, typically by entanglement and / or welding.
  • the mesh 60.1 of the lifting partition 60 has a structure similar to that just described for the lattice 50.1 of the lifting partition 50. In all cases, the gripping loops 51 and 61 are firmly integrated in the lattice 50.1.
  • each of the lifting partitions 50 and 60 is fixed to the meshes 12.1 and 13.1 of the front walls 12 and 13, and this by any suitable means such as those mentioned above. Where appropriate, the lower edge of each mesh 50.1, 60.1 is fixed to the mesh 11.1 of the bottom 11.
  • each of the partitioning partitions 20 and 30 comprises two planar lattices 20.1 and 20.2, respectively 30.1 and 30.2: the lattices 20.1 and 20.2 of the partitioning partition 20 are fixed to the lattice 50.1 of the lifting partition 50, on either side of this lifting partition, and the lattices 30.1 and 30.2 of the partition wall 30 are fixed to the mesh 50.1 of the lifting partition 50, on either side of the latter. Fixing between the aforementioned lattices is carried out by any appropriate means such as those mentioned above.
  • the partition walls 20 and 30 each further comprise two planar meshes 20.3 and 20.4, respectively 30.3 and 30.4, which are fixed to the lattice 60.1 of the lifting partition 60, on either side of the latter, as clearly visible on the figures 1 and 5 .
  • the mesh 20.1 of the partition wall 20 and the mesh 30.1 of the partition wall 30 are fixed to the lattice 14.1 of the side wall 14. It is the same for lattices 20.4 and 30.4 with the side wall 15 at the edge of these lattices abutting this side wall 15.
  • their edge, opposite the lifting partition 50 is fixed to the diaphragm wall 40.
  • the edge of the trellises 20.3 and 30.3, opposite the lifting partition 60 is fixed to the diaphragm partition 40.
  • the lower edge of the trellises 20.1, 20.2, 20.3 and 20.4 of the partition wall 20 and the edge The mesh 30.1, 30.2, 30.3 and 30.4 of the partition wall 30 are fastened to the mesh 11.1 of the bottom 11.
  • the embodiment of the trellises 20.1, 20.2, 20.3, 20.4, 30.1, 30.2, 30.3 and 30.4 is functionally or even structurally t, similar to that of lattices 11.1, 12.1, 13.1, 14.1, 15.1, 40.1, 50.1 and 60.1.
  • Gabion 1 also comprises a granular filling material which, as shown in FIGS. figures 5 and 6 , fills the front compartments C1 and C2, being noted that on these figures 5 and 6 this filling material 70 is shown partially transparent so that the remainder of the gabion 1 can be seen through this filling material, while on the figures 1 and 2 the filling material 70 is not shown for clarity.
  • the filling material 70 is retained inside the front compartments C1 and C2 by the fact that the aggregates of this filling material 70 have a particle size such that they do not pass through the bottom 11, the end walls 12 and 13, sidewalls 14 and 15 and partition walls 20 and 30.
  • the granulometry of the filling material 70 is such that its aggregates do not pass through any of the mesh 11.1, 12.1, 13.1, 14.1, 15.1, 20.1, 20.2, 20.3, 20.4, 30.1, 30.2, 30.3 and 30.4.
  • the precipitated calcium carbonate is a synthetic material, generally obtained by precipitation after reaction between carbon dioxide and calcium hydroxide in an aqueous medium or by precipitation between calcium and a source of carbonate ions in water or by precipitation between calcium and carbonate ions, for example CaCl 2 and Na 2 CO 3, out of solution.
  • Other possibilities for producing precipitated calcium carbonate are known, such as a method in which the precipitated calcium carbonate is a by-product of the production of ammonia.
  • Precipitated calcium carbonate exists in three primary crystalline forms: calcite, aragonite and vaterite, and there are many different polymorphic forms for each of these crystalline forms.
  • the precipitated calcium carbonate suspension obtained can be dehydrated and dried mechanically. Natural or precipitated calcium carbonate can be milled before treatment with carbon dioxide and the acid (s).
  • the surface-reacted precipitated calcium carbonate is obtained by contacting the precipitated calcium carbonate with H3O + ions and anions solubilized in an aqueous medium and capable of forming water insoluble calcium salts, in a aqueous medium to form a surface-reacted precipitated calcium carbonate suspension, whereby the reacted surface-precipitated calcium carbonate comprises an insoluble salt of these at least partially crystalline anions, formed on the surface of at least a portion of Calcium carbonate calcium precipitate.
  • silicate and / or silica and / or aluminum hydroxide and / or alkaline earth aluminate and / or magnesium oxide components may be added to the aqueous carbonate suspension of natural calcium or precipitated while the reaction of natural or precipitated calcium carbonate with the acid (s) and carbon dioxide has already begun. Further details concerning such a preparation of surface-reacted natural or precipitated calcium carbonate are described in WO 2004/083316 A1 .
  • the aqueous suspension described above can be dried, the surface-reacted natural calcium carbonate or precipitate being thus obtained solid (that is to say, dry or containing residual water which is not in a form fluid), in the form of grains, such as granules or powder.
  • the gabion 1 has other characteristics which will appear below in the context of an example of use of several gabions 1 for the purpose of constructing a sound barrier, this use being described in detail below and partially illustrated. by the Figures 7 and 8 .
  • the bottom 11, the front walls 12 and 13 and the side walls 14 and 15 of the cage 10, as well as the partition walls 20 and 30, the diaphragm wall 40 and the lifting partitions 50 and 70 are fixedly assembled together. to others, as mentioned above, for example with metal staples set up with a stapler. In practice, this assembly operation is advantageously carried out in the immediate vicinity of a stock of filling material 70, for example at the site of a quarry for extracting and producing crushed stone.
  • the front compartments C1 and C2 of the gabion 1 are filled with the filler material 70, for example with the aid of gear for transferring this granular material, ensuring that that the latter does not penetrate inside the intermediate compartment C3.
  • the filling of the front compartments C1 and C2 by the granular filling material 70 is achieved by associating it with a vibrating, preferably multidirectional, vibration of the gabion 1 so as to induce a vibro-compacting of the aggregates of this material 70 inside compartments C1 and C2.
  • the diaphragm wall 40 and the lifting partitions 50 and 60 contribute to the structural stability of the gabion 1 during the filling of the front compartments C1 and C2, by reinforcing the mechanical strength of the cage 10 and partitions of partitioning 20 and 30 by means of transmission and distribution of forces between the front walls 12 and 13 and, where appropriate, the bottom 11.
  • the filling material 70 is introduced into the front compartments C1 and C2, being distributed both on both sides of the diaphragm partition 40 and on either side of each of the lifting partitions 50 and 60: in other words, the presence of the diaphragm partition 40 and the lifting bulkheads 50 and 60 does not affect the ease of filling of the front compartments C1 and C2 with the filling material 70.
  • the gabion 1 is moved from its initial position, where its front compartments C1 and C2 have been filled with the filling material 70, to a final position, where the gabion will be installed permanently.
  • a first hoisting machine such as a crane truck or the like, the lifting arm of which is hooked on the four grips 51 and 61: by driving via the arm of this hoisting gear, the gabion 1 is raised, by pulling its grips 51 and 61, from its initial position to the platform of a truck or a similar transport vehicle. The latter then transports the gabion 1 to a construction site of the sound barrier, this site being illustrated on the Figures 7 and 8 .
  • a second hoist is used to lift the gabion 1 from the platform of the transport vehicle, to its final position within the noise barrier under construction: on the figure 7 , the lifting arm of this second machine is referenced 100 and is attached to the four grips 51 and 61 of the gabion 1 by four chains 101.
  • the arm 100 and the chains 101 shown on the figure 7 are just examples of ways to lift the gabion 1 to its final position within the sound barrier.
  • the site, where the front compartments C1 and C2 are filled with the filling material 70, and the construction site of the sound barrier can be several kilometers apart, in any case a greater distance to that which can be swept by a static lifting device, falling within the art, which therefore requires the use of a transport vehicle gabion 1 between the site and the aforementioned site.
  • the lifting bulkheads 50 and 60 make it possible to transmit and distribute the mechanical stresses of lifting and, more generally, displacement. gabion 1, between the front walls 12 and 13 and, where appropriate, the bottom 11 of the cage 10.
  • These lifting partitions 50 and 60 thus participate in the structural stability of the cage during the handling of the gabion 1, highlighting that during these operations, the cage 10 is subjected to a significant load because of the presence of the filling material 70 in the front compartments C1 and C2.
  • the diaphragm wall 40 reinforces the structural stability of the cage 10.
  • the stacking of the gabions 1 and 1 ' is favored by the fact that the gripping loops of the gabion 1' are not protruding above the upper geometric plane of the cage 10 'of this gabion 1', these loops thus not interfering with the bottom 11 of the cage 10 of the gabion 1.
  • a sound insulating material 2 is then poured into the intermediate compartment C3 of the gabion 1, in which this sound-insulating material 2 spreads in a gravitational manner.
  • the material 2 is granular.
  • this material 2 differs from the filling material 70 in that the material 2 has a better sound insulation than the material 70.
  • This sound insulation performance for the material 2, compared to the filling material 70, is due to various intrinsic characteristics of materials, in particular density and particle size.
  • the sound-insulating material 2 comprises smaller aggregates than those of the filling material 70, the aggregates of this material 2 possibly being bonded together by a binder, especially a hydraulic binder, belonging to this material 2.
  • the lifting partitions 50 and 60 are provided so that, during the spill of the material 2 in the intermediate compartment C3, the aggregates of this material 2 pass right through the lifting partitions 50 and 60, spreading freely inside the intermediate compartment C3, on either side of each of these lifting partitions 50 and 60.
  • the meshes of the respective lattices 50.1 and 60.1 of the lifting partitions 50 and 60 are large enough to pass through them the aggregates of the sound-insulating material 2. is advantageously the same for the meshes of the lattice 401 of the diaphragm wall 40.
  • the material 2 discharged into the intermediate compartment C3 spreads easily throughout the intermediate compartment, including through the partitions of Lifting 50 and 60 and the diaphragm wall 40, to fill the intermediate compartment C3: the material 2 filling the compartment C3 forms a sound insulation between the partition walls 20 and 30 and, thereby, provides a sound insulation for the gabion 1 between its end walls 12 and 13, the filling material 70 in the front compartments C1 and C2 participating in this sound insulation but in a significantly less than that provided by the material 2 in the intermediate compartment C3.
  • the pouring of the material 2 into the intermediate compartment C3 of the gabion 1 leads to the flow of this material 2 through the bottom 11 of the cage 10 of this gabion, more precisely through the portion of the bottom 11 which defines the compartment C3, the insulation material 2 then joining the intermediate compartment C3 'of the gabion 1 '.
  • the material 2 can thus also fill the intermediate compartment C3 'if the latter had not been filled with sound insulation material 2 before the installation of the gabion 1 on the gabion 1'.
  • the filling of the intermediate compartment C3 'of the gabion 1' may have been made between the installation of this gabion 1 'and that of the gabion 1.
  • the superimposed gabions 1 and 1 ' have their intermediate compartment C3 and C3' which are jointly filled simultaneously
  • the compartment C3 'of the gabion 1' is at least partially filled before the gabion 1 is installed above, it is understood that, by allowing the aggregates of the sound insulating material 2 to freely pass through the mesh 11.1 of the bottom 11 of the gabion 1, the material 2 continuously joins the intermediate compartment C3 of the gabion 1 with the intermediate compartment C3 'of the gabion 1', more precisely continuously joins the bottom of the compartment C3 with the top of the compartment C3 '.
  • the material 2 continuously joins the intermediate compartment C3 of the gabion 1 with the intermediate compartment C3 "of the gabion 1", successively crossing the side wall 14 of the gabion 1 and the side wall 15 "of the gabion 1" during the pouring of the insulation material 2 into the compartment intermediate C3 and / or when spilling material 2 into the intermediate compartment C3 "of gabion 1".
  • this material 2 forms a continuous sound insulation between this intermediate compartment C3 and the adjacent intermediate compartments C3 ' and C3 ", thus imparting soundproofing to the stacking and / or butting interfaces of the various gabions belonging to the sound barrier.
  • a spillway 102 may advantageously be used above the gabion 1 during the pouring of the soundproofing material 2, to channel this spill to the inside of the top of the intermediate compartment C3, the outlet to the bottom of this weir 102 being adjusted on the outlet to the top of the intermediate compartment C3.
  • the side wall 15 of the gabion 1 is externally closed at the portion of this side wall 15, defining the intermediate compartment C3.
  • a lateral closure element 103 of the intermediate compartment C3 is attached against the outer face of the side wall 15.
  • the soundproofing material 2 poured into the compartment C3 is retained inside the intermediate compartment C3 , without flowing outside of it, through the side wall 15.
  • this lateral closure member 103 is only relevant when the wall Side of the gabion, against which this side closure member is attached, constitutes at least a portion of a free end edge of the sound barrier being constructed.
  • the embodiment of the lateral closure element 103 is not limiting, this embodiment being adapted moreover to the nature of the material 2.
  • the insulation material phonic 2 consists of bass
  • the lateral closure element 103 is for example a board or, more generally, a piece of benching.
  • the first gabion or the first row of gabions juxtaposed such as gabion 1 ', it may be considered to close the outer face of the bottom 11, at the portion of the latter delimiting the intermediate compartment of or these lowest gabions within the sound barrier wall.
  • a foundation 104 such as a slab or the like, fabricated or excavated prior to the installation of these first gabions of the noise barrier allows, when the soundproofing material 2 is subsequently poured into the compartments. intermediate of these gabions, to retain this material 2 inside the intermediate compartments concerned, without risk of leakage or dispersion below the noise barrier.
  • the sound-insulating material 2 tends to spread, from the intermediate compartment C 3 of the gabion 1, through these partitioning partitions 20 and 30.
  • the filling material 70 which occupies the front compartments C1 and C2, limits the flow possibilities of the sound-insulating material 2 beyond the immediate proximity of the partitioning partitions 20 and 30.
  • the soundproofing material 2 may be envisaged to prevent the soundproofing material 2 from passing through the trellises 20.1, 20.2, 20.3, 20.4, 30.1, 30.2, 30.3 and 30.4 of the partition walls 20 and 30 from the intermediate compartment C3, covering the entire face of each of these lattices, facing the intermediate compartment C3, a geotextile sheet or geosynthetic.
  • the sound-insulating material 2 is advantageously compacted.
  • a vibrating needle or a lady is applied to the sound insulating material 2, via the upper outlet of the intermediate compartments of the highest gabions. If necessary, at the end of this compaction, an additional sound-insulating material 2 is poured into the intermediate compartments C3.
  • the upward opening of the intermediate compartments of the upper gabions of the sound barrier is sealed, and this by any appropriate element, attached to the top of the sound barrier wall.
  • the noise barrier obtained at the end of the implementation process that has just been described, is made quickly and easily, particularly thanks to the lifting partitions 50 and 60, while being particularly efficient as regards the sound insulation of this wall, thanks to the soundproofing by the soundproofing material 2, as regards the structural stability of the wall, thanks to the absence of deformation of the gabion cages and at the continuous junction by the sound insulating material between these cages.
  • the anti-noise wall thus constructed is or belongs to a civil engineering work, a public works, a work of industrial equipment or a private construction.
  • their intermediate compartment C3 receive, in addition to the granular acoustic insulation material 2, a semi-rigid sheet or a plate or a panel, arranged vertically inside. compartment C3 so as to subdivide the latter into several cells all opening upwards. It is then possible to fill these cavities with different sound insulation materials, in particular to adapt the performance and cost of the built-in noise barrier.
  • gabions 1 can be used to construct a firewall.
  • the ability of the wall to withstand fire is then related to the nature of the filling of the intermediate compartments C3 of the gabions 1: the soundproofing material 2 may be chosen flame retardant or be treated for this purpose, the wall obtained being then both anti-noise and fireproof.
  • a fireproof or non-combustible material may also be received in the intermediate compartments C3, in addition to the sound insulation material 2 to obtain a wall both noise and fireproof, or as a replacement for the soundproofing material for get a firewall.
  • An anti-noise wall was erected by stacking several gabions 1, identical to each other.
  • the lattices 11.1, 12.1, 13.1, 14.1, 15.1, 20.1, 20.2, 20.3, 20.4, 30.1, 30.2, 30.3, 30.4, 40.1, 50.1 and 60.1 used were identical, with rectangular meshes of 5 cmx10 cm.
  • the trellises 11.1, 12.1 and 13.1 measured 200 cm ⁇ 100 cm, while the trellises 14.1 and 15.1 measured 100 cm ⁇ 100 cm, so that the internal volume V10 of the cage 10 represented 2 m 3 .
  • the trellises 50.1 and 60.1 measured horizontally 100 cm, for a height of 90 cm, the handles 51 and 61 protruding 10 cm upward the upper edge of these trellises 50.1 and 60.1.
  • Each of the trellises 20.1, 20.2, 20.3, 20.4, 30.1, 30.2, 30.3 and 30.4 measured horizontally 50 cm and vertically 100 cm.
  • the partition walls 20 and 30 have been arranged with a spacing of 20 cm between them.
  • the lattice 40.1 measured 100 cm ⁇ 100 cm.
  • Filler material 70 was crushed stone with a particle size of 80/130 mm.
  • the sound-insulating material 2 was serious with a particle size of 0/30 mm.
  • the noise barrier was constructed with twelve gabions, divided into three rows superimposed one above the other, each row including four juxtaposed gabions.
  • Tests of anti-noise walls made according to standard NF EN 1793-6, have characterized an excellent sound insulation, falling in category D4, that is to say the highest in the classification defined by the aforementioned standard . This corresponds to an airborne isolation value (DLSI, G) of the order of forty decibels.

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Revetment (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Claims (15)

  1. Gabione (1), umfassend:
    - einen im Wesentlichen quaderförmigen Käfig (10), wobei der Käfig sowohl einen Boden (11), der sich an der Basis des Käfigs befindet, als auch zwei Vorderwände (12, 13), die sich an zwei gegenüberliegenden lateralen Seiten des Käfigs befinden, und zwei Seitenwände (14, 15) umfasst, die sich an den anderen beiden lateralen Seiten des Käfigs befinden, wobei der Boden, die Vorderwände und die Seitenwände aus jeweils aneinander befestigten Gittern (11.1, 12.1, 13.1, 14.1, 15.1) bestehen, und
    - zwei Trennwände (20, 30), von denen jede die Seitenwände im Inneren des Käfigs fest miteinander verbindet, sodass das Innenvolumen (V10) des Käfigs verteilt ist zwischen:
    - zwei Vorderfächern (C1, C2), die jeweils zwischen einer (12) der Vorderwände und der einen (20) der zwei Trennwände, die dieser Vorderwand am nächsten liegt, und zwischen der anderen Vorderwand (13) und der anderen Trennwand (30) begrenzt sind, und die jeweils mit einem Füllstoff (70) gefüllt sind, der Granulate umfasst, die nicht durch die Maschen der jeweiligen Böden, Vorderwände und Seitenwände oder durch die Trennwände hindurchgehen, sodass sie in den Vorderfächern gehalten werden, und
    - einem Zwischenfach (C3), das zwischen den Trennwänden abgegrenzt und in der Lage ist, körniges Schallschutzmaterial (2) aufzunehmen,
    - dadurch gekennzeichnet, dass die Gabione (1) ferner mindestens eine Trennwand zum Waschen (50, 60) umfasst:
    - die die Vorderwände (12, 13) innerhalb des Käfigs fest miteinander verbindet, wobei sie sich über jedes der Vorderfächer (C1, C2) und das Zwischenfach (C3) erstreckt,
    - die auf der dem Boden (11) gegenüber liegenden Seite mindestens einen Griff (51, 61) aufweist, und
    - die für ihren in dem Zwischenfach angeordneten Teil dazu ausgelegt ist, Granulate des Schallschutzmaterials (2) so durchzulassen, dass sich das Schallschutzmaterial innerhalb des Zwischenfachs (C3) auf beiden Seiten der Trennwand zum Waschen (50, 60) frei ausbreiten kann.
  2. Gabione nach Anspruch 1, dadurch gekennzeichnet, dass der Füllstoff (70) umfasst:
    - Schotter,
    - Baustellenabfälle,
    - Klinker,
    - Bruchglas,
    - Stücken aus Holz, Kunststoff, Verbundwerkstoff, Marmor, Kreide, Kalkstein, Dolomit oder Baryt,
    - Körner von natürlichem Calciumcarbonat oder gefälltem Calciumcarbonat, die an der Oberfläche mit Kohlendioxid und einer oder mehreren Säuren reagiert haben, wobei das Kohlendioxid an Ort und Stelle durch Einwirkung der Säure(n) gebildet wird und/oder von einer externen Quelle stammt, und
    - eine Mischung von diesen.
  3. Gabione nach einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, dass die bzw. jede Trennwand zum Waschen (50, 60) ein flaches Gitter (50.1, 60.1) aufweist:
    - an dem der oder die Griffe (51, 61) befestigt sind,
    - das an den jeweiligen Gittern (11.1,12.1,13.1) des Bodens (11) und der Vorderwände (12, 13) befestigt ist, wobei es sich über jedes der Vorderfächer (C1, C2) und das Zwischenfach (C3) erstreckt,
    - durch dessen Maschen die Granulate des Schallschutzmaterials (2) hindurchgehen können, um sich auf beiden Seiten der Trennwand zum Waschen (50, 60) auszubreiten.
  4. Gabione nach Anspruch 3, dadurch gekennzeichnet, dass jede Trennwand (20, 30) mindestens zwei ebene Gitter (20.1, 20.2, 20.3, 20.4, 30.1, 30.2, 30.3, 30.4) umfasst, die an den Gittern (50.1, 60.1) der oder jeder Trennwand zum Waschen (50, 60) befestigt sind, wobei sie auf beiden Seiten dieser Trennwand zum Waschen angeordnet sind.
  5. Gabione nach Anspruch 4, dadurch gekennzeichnet, dass jedes Gitter (20.1, 20.2, 20.3, 20.4, 30.1, 30.2, 30.3, 30.4) jeder Trennwand (20, 30) an dem Gitter (11.1) des Bodens (11) befestigt ist, und dass jedes der beiden Gitter (20.1, 20.4, 30.1, 30.4) jeder Trennwand, die jeweils an den Seitenwänden (14, 15) anliegen, an dem Gitter (14.1, 15.1) der entsprechenden Seitenwand befestigt ist.
  6. Gabione nach einem der Ansprüche 4 oder 5, dadurch gekennzeichnet, dass jede Trennwand (20, 30) ferner für jedes der Gitter (20.1, 20.2, 20.3, 20.4, 30.1, 30.2, 30.3, 30.4) dieser Trennwand eine geotextile oder geosynthetische Folie umfasst, die die gesamte dem Zwischenfach zugewandte Seite des Gitters bedeckt und dazu ausgelegt ist, zu verhindern, dass das Schallschutzmaterial von dem Zwischenfach (C3) aus dieses Gitter durchquert.
  7. Gabione nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass für die oder jede Trennwand zum Waschen (50, 60) mindestens zwei Griffe (51, 61) vorgesehen sind, wobei sie zwischen den Vorderwänden verteilt sind.
  8. Gabione nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass mindestens zwei Trennwände zum Waschen (50, 60) vorgesehen sind, die zwischen den Seitenwänden verteilt sind.
  9. Gabione nach Anspruch 8, dadurch gekennzeichnet, dass die Gabione ferner eine Membrantrennwand (40) aufweist:
    - die die Vorderwände (12, 13) innerhalb des Käfigs fest miteinander verbindet, wobei sie sich über jedes der Vorderfächer (C1, C2) und das Zwischenfach (C3) erstreckt,
    - die für ihren in dem Zwischenfach angeordneten Teil dazu ausgelegt ist, die Granulate des Schallschutzmaterials (2) so durchzulassen, dass sich das Schallschutzmaterial innerhalb des Zwischenfachs (C3) auf beiden Seiten der Membrantrennwand (40) frei verbreiten kann, und
    - auf deren beiden Seiten die mindestens zwei Trennwände zum Waschen (50, 60) angeordnet sind.
  10. Verfahren zur Umsetzung von mindestens einer den vorangehenden Ansprüchen entsprechenden Gabione,
    dadurch gekennzeichnet, dass das Verfahren für die oder jede Gabione (1,1', 1") umfasst:
    - einen Schritt des Bewegens, bei dem die Gabione aus einer Ausgangsposition, wobei die Vorderfächer (C1, C2) der Gabione vor dem Schritt des Bewegens mit dem Füllmaterial (70) gefüllt werden, in eine Endposition, an der die Gabione fest installiert wird, bewegt wird, wobei die Gabione mindestens einmal zwischen ihrer Ausgangsposition und ihrer Endposition durch Aufhängen und Ziehen ihres Griffs bzw. ihrer Griffe (51, 61) angehoben wird, und
    - einen Schritt des Befüllens, der nach dem Schritt des Bewegens durchgeführt wird und bei dem körniges Schallschutzmaterial (2) in der Endposition in das Zwischenfach (C3, C3', C3") der Gabione ausgelassen wird, wobei es sich in diesem Zwischenfach sowie durch die Trennwand (-wände) zum Waschen (50, 60) hindurch ausbreitet, bis das Zwischenfach zumindest teilweise gefüllt ist.
  11. Lärmschutzwand,
    dadurch gekennzeichnet, dass die Lärmschutzwand mindestens eine einem der Ansprüche 1 bis 9 entsprechende Gabione (1, 1', 1") sowie ein körniges Schallschutzmaterial (2) umfasst, mit dem das Zwischenfach (C3, C3', C3") der oder jeder Gabione zumindest teilweise gefüllt wird.
  12. Lärmschutzwand nach Anspruch 11, dadurch gekennzeichnet, dass das Schallschutzmaterial umfasst:
    - Kies,
    - Beton,
    - Bauschutt,
    - zerkleinerte Bergbauabfälle,
    - zerkleinerte Stücken von Marmor, Kreide, Kalkstein, Dolomit oder Baryt,
    - Körner von natürlichem Calciumcarbonat oder gefälltem Calciumcarbonat, die an der Oberfläche mit Kohlendioxid und einer oder mehreren Säuren reagiert haben, wobei das Kohlendioxid an Ort und Stelle durch Einwirkung der Säure(n) gebildet wird und/oder von einer externen Quelle stammt, und
    - eine Mischung von diesen.
  13. Lärmschutzwand nach einem der Ansprüche 11 oder 12, dadurch gekennzeichnet, dass vorgesehen sind:
    - mindestens zwei Gabionen (1, 1'), die, zumindest für einen Teil von jeder von ihnen, übereinander angeordnet sind, so dass die jeweiligen Zwischenfächer (C3, C3') dieser Gabionen zumindest teilweise senkrecht untereinander angeordnet sind, und dass die Maschen des Gitters (11.1) am Boden (11) jeder Gabione die Granulate des Schallschutzmaterials durchlassen, wobei das Schallschutzmaterial die jeweiligen Zwischenfächer der Gabionen kontinuierlich durch den zwischen diesen Zwischenfächern angeordneten Boden hindurch verbindet; und/oder
    - mindestens zwei Gabionen (1, 1"), die, zumindest für einen Teil von jeder von ihnen, durch das Anstoßen einer (14) der Seitenwände einer Gabione gegen eine (15") der Seitenwände der anderen Gabione aneinandergereiht sind, sodass die jeweiligen Zwischenfächer (C3, C3") dieser Gabionen zumindest teilweise horizontal zueinander angeordnet sind, und dass die Maschen des Gitters (14.1, 15.1) der Seitenwände (14, 15) jeder Gabione die Granulate des Schallschutzmaterials (2) durchlassen, wobei das Schallschutzmaterial die jeweiligen Zwischenfächer der Gabionen kontinuierlich durch die zwischen diesen Zwischenfächern angeordneten Seitenwände hindurch verbindet.
  14. Lärmschutzwand nach einem der Ansprüche 11 bis 13, dadurch gekennzeichnet, dass die Lärmschutzwand ferner mindestens ein seitliches Abdichtelement (103) des Zwischenfachs (C3) der oder einer der Gabionen (1) umfasst, das an der Außenfläche einer (15) der beiden Seitenwände dieser Gabione so angebracht ist, dass verhindert wird, dass das Schallschutzmaterial durch diese Seitenwand aus dem Zwischenfach heraustritt.
  15. Verwendung von mindestens einer den Ansprüchen 1 bis 9 entsprechenden Gabione zur Herstellung einer Lärmschutzwand und/oder Brandschutzwand für Bauwerke, öffentliche Bauten, industrielle oder private Anlagen.
EP16305251.7A 2016-03-04 2016-03-04 Drahtschotterkasten, lärmschutzwand, die einen solchen drahtschotterkasten umfasst, und einsatzverfahren eines solchen drahtschotterkastens Active EP3214224B1 (de)

Priority Applications (11)

Application Number Priority Date Filing Date Title
ES16305251.7T ES2683552T3 (es) 2016-03-04 2016-03-04 Gavión, muro acústico que comprende dicho gavión, y método de implementación de dicho gavión
TR2018/10470T TR201810470T4 (tr) 2016-03-04 2016-03-04 Gabyon, böyle bir gabyonu ihtiva eden gürültü azaltma duvarı ve böyle bir gabyonun uygulanmasına yönelik bir işlem.
EP16305251.7A EP3214224B1 (de) 2016-03-04 2016-03-04 Drahtschotterkasten, lärmschutzwand, die einen solchen drahtschotterkasten umfasst, und einsatzverfahren eines solchen drahtschotterkastens
KR1020187024109A KR20180118121A (ko) 2016-03-04 2017-03-03 개비온, 이러한 개비온을 포함하는 소음 차단벽, 및 이러한 개비온을 실행하기 위한 방법
CA3015727A CA3015727A1 (en) 2016-03-04 2017-03-03 Gabion, noise barrier wall comprising such a gabion, and process for executing such a gabion
PCT/EP2017/054992 WO2017149113A1 (en) 2016-03-04 2017-03-03 Gabion, noise barrier wall comprising such a gabion, and process for executing such a gabion
US16/072,042 US10563371B2 (en) 2016-03-04 2017-03-03 Gabion, noise barrier wall comprising such a gabion, and process for executing such a gabion
JP2018545467A JP6971248B2 (ja) 2016-03-04 2017-03-03 ガビオン、そのようなガビオンを含む防音壁、およびそのようなガビオンを施工するための工程
BR112018067459A BR112018067459A2 (pt) 2016-03-04 2017-03-03 gabião, parede de barreira de ruído que compreende tal gabião, e processo para executar tal gabi-ão
CN201780012723.5A CN108699787B (zh) 2016-03-04 2017-03-03 石笼、包括这种石笼的隔音壁以及用于执行这种石笼的方法
RU2018126997A RU2728297C2 (ru) 2016-03-04 2017-03-03 Габион, шумозащитная стена, содержащая габион, и способ создания габиона

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP16305251.7A EP3214224B1 (de) 2016-03-04 2016-03-04 Drahtschotterkasten, lärmschutzwand, die einen solchen drahtschotterkasten umfasst, und einsatzverfahren eines solchen drahtschotterkastens

Publications (2)

Publication Number Publication Date
EP3214224A1 EP3214224A1 (de) 2017-09-06
EP3214224B1 true EP3214224B1 (de) 2018-05-09

Family

ID=55521654

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16305251.7A Active EP3214224B1 (de) 2016-03-04 2016-03-04 Drahtschotterkasten, lärmschutzwand, die einen solchen drahtschotterkasten umfasst, und einsatzverfahren eines solchen drahtschotterkastens

Country Status (11)

Country Link
US (1) US10563371B2 (de)
EP (1) EP3214224B1 (de)
JP (1) JP6971248B2 (de)
KR (1) KR20180118121A (de)
CN (1) CN108699787B (de)
BR (1) BR112018067459A2 (de)
CA (1) CA3015727A1 (de)
ES (1) ES2683552T3 (de)
RU (1) RU2728297C2 (de)
TR (1) TR201810470T4 (de)
WO (1) WO2017149113A1 (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202021100918U1 (de) 2021-02-24 2022-02-25 Wolfgang Schmauser Lärmschutzgabione
DE102021104377A1 (de) 2021-02-24 2022-08-25 Wolfgang Schmauser Lärmschutzgabione

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3537428A1 (de) 2018-03-05 2019-09-11 Omya International AG Mehrlagiger geräusch- und/oder schalldämpfer
KR101988417B1 (ko) * 2018-12-31 2019-06-12 게비온블럭(주) 돌망태 블록
USD984243S1 (en) * 2019-05-23 2023-04-25 Dan Warren Brazed rebar gabion façade
EP3819436B1 (de) * 2019-10-25 2022-02-09 Wolfgang Deutschle Gabionenkorb für dreikammer-gabione
DE202019004411U1 (de) * 2019-10-25 2019-11-21 Wolfgang Deutschle Gabionenkorb für Dreikammer-Gabione
JP6719792B1 (ja) * 2019-11-06 2020-07-08 クラフトワーク株式会社 農業用ハウス及びその構築方法
KR102483070B1 (ko) 2022-07-01 2022-12-29 김도언 디스플레이 개비온
KR102521912B1 (ko) * 2022-10-26 2023-04-13 이대영 보강 와이어가 구비된 수중 개비온
KR102688325B1 (ko) * 2023-08-10 2024-07-25 주식회사 디에스이앤씨 화산석을 이용한 양방향 방음벽
KR102688326B1 (ko) * 2023-08-10 2024-07-25 주식회사 디에스이앤씨 화산석을 이용한 방음벽

Family Cites Families (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4483640A (en) * 1981-09-09 1984-11-20 Berger Robert C Erosion control device
RU2073085C1 (ru) * 1989-04-07 1997-02-10 Хеско Бастион Лимитед Способ изготовления на месте использования строительного блока и конструкция клети, приспособленная для заполнения наполнителем для получения строительного блока (варианты)
FR2787802B1 (fr) 1998-12-24 2001-02-02 Pluss Stauffer Ag Nouvelle charge ou pigment ou mineral traite pour papier, notamment pigment contenant du caco3 naturel, son procede de fabrication, compositions les contenant, et leurs applications
FR2852600B1 (fr) 2003-03-18 2005-06-10 Nouveau pigment mineral contenant du carbonate de calcium, suspension aqueuse le contenant et ses usages
FR2860529B1 (fr) * 2003-10-03 2006-12-15 France Gabion Ouvrage de genie civil, element individuel de construction et procede de renforcement d'un tel ouvrage
FR2871474B1 (fr) 2004-06-11 2006-09-15 Omya Development Ag Nouveau pigment mineral sec contenant du carbonate de calcium, suspension aqueuse le contenant et ses usages
DE202006003050U1 (de) 2006-02-21 2006-04-27 Rothfuss, Thomas Drahtkorb
EP1847647A1 (de) * 2006-04-18 2007-10-24 Tauw B.V. Luftreinigungspaneel
GB0610054D0 (en) * 2006-05-19 2006-06-28 Hesco Bastion Ltd Gabions
FR2902808B1 (fr) 2006-06-26 2010-05-21 Entpr Travaux Publics Setp Soc Mur antibruit et procede de construction d'un tel mur
EP1925739B1 (de) * 2006-11-24 2011-01-12 Konrad Lehrhuber Wand mit Tafeln und Pfosten
PL2070991T3 (pl) 2007-12-12 2011-02-28 Omya Int Ag Sposób wytwarzania strącanego węglanu wapnia o powierzchni zmodyfikowanej chemicznie
CN201310092Y (zh) * 2008-10-16 2009-09-16 Betafence金属制品(天津)有限公司 石笼网
CN101818590B (zh) * 2009-02-27 2012-11-07 阳正云 一种柔性构建物的建造方法
FR2943080B1 (fr) * 2009-03-13 2016-09-30 Inoxys S A Elements du type gabions pour la realisation de constructions tels que des murs, des merlons ou similaires
RS52297B (en) 2009-06-15 2012-12-31 Omya Development Ag PROCEDURE FOR OBTAINING SURFACE CARBONATE CALCIUM BY THE APPLICATION OF LOW ACID
ES2384017T3 (es) 2009-06-15 2012-06-28 Omya Development Ag Proceso para preparar carbonato de calcio que reacciona en la superficie y su uso
CN101748823B (zh) * 2010-01-01 2012-09-26 张宇顺 生态绿化墙及其施工方法
FR3008113B1 (fr) * 2013-07-05 2015-07-24 Fimurex Gabion

Non-Patent Citations (1)

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

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202021100918U1 (de) 2021-02-24 2022-02-25 Wolfgang Schmauser Lärmschutzgabione
DE102021104377A1 (de) 2021-02-24 2022-08-25 Wolfgang Schmauser Lärmschutzgabione
EP4050158A1 (de) 2021-02-24 2022-08-31 Wolfgang Schmauser Lärmschutzgabione

Also Published As

Publication number Publication date
EP3214224A1 (de) 2017-09-06
RU2728297C2 (ru) 2020-07-29
BR112018067459A2 (pt) 2019-01-02
RU2018126997A3 (de) 2020-06-19
CA3015727A1 (en) 2017-09-08
CN108699787B (zh) 2021-01-29
US20190032298A1 (en) 2019-01-31
JP2019507261A (ja) 2019-03-14
JP6971248B2 (ja) 2021-11-24
WO2017149113A1 (en) 2017-09-08
KR20180118121A (ko) 2018-10-30
CN108699787A (zh) 2018-10-23
US10563371B2 (en) 2020-02-18
RU2018126997A (ru) 2020-04-06
TR201810470T4 (tr) 2018-08-27
ES2683552T3 (es) 2018-09-26

Similar Documents

Publication Publication Date Title
EP3214224B1 (de) Drahtschotterkasten, lärmschutzwand, die einen solchen drahtschotterkasten umfasst, und einsatzverfahren eines solchen drahtschotterkastens
EP2406435B1 (de) Gabione zur verwendung in böschungssicherungen
DE69023493T2 (de) Baublöcke und stützblöcke.
EP2136001A1 (de) Gabione
KR102259699B1 (ko) 스톤백을 이용한 연약지반 개량시공방법
KR101221944B1 (ko) 적층식 채움재를 구비한 개비온
JP2008163698A (ja) 擁壁及び擁壁の構築方法
JP5054388B2 (ja) 海面廃棄物処分場の遮水構造の構築方法
FR2902808A1 (fr) Mur antibruit et procede de construction d'un tel mur
EP0174253A2 (de) Plattenbekleidung für die Böschung von Erdmassen, zum Beispiel Erdmassen mit Bewehrung aus Textilschichten
JP2008057285A (ja) 土嚢、土砂の充填方法及び土構造物
JP3871925B2 (ja) 裏込め構造および裏込め構築方法
EP1706540A1 (de) Vorgefertigtes schalldämmungsmodul für eine lärmmindernde wand und herstellungsverfahren dafür
JP3472708B2 (ja) 法面及び護岸擁壁用構造物及びその施工法
KR200409161Y1 (ko) 개비온 옹벽의 축조방법에 적합한 조립판넬 개비온 박스
JP5931001B2 (ja) 擁壁及びその構築方法
JP4364063B2 (ja) 土留用バッグ及び擁壁の構築方法
KR100885909B1 (ko) 토목 섬유망을 이용한 자립식 가시설 옹벽 및 이 시공 방법
FR2910914A1 (fr) Merlon acoustique avec un noyau anti bruit
JP3057048B2 (ja) ふとん篭
CN205636635U (zh) 一种宽肩台式防波堤
KR102549947B1 (ko) 사면 보강 및 복구를 위한 친환경 식생철망 복합매트 및 그 시공방법
DE202010010149U1 (de) Schallschutz-Gabione
DE102013100758A1 (de) Fertigbauteilelement und Verfahren zum Errichten eines Bauwerks
JPS5915127A (ja) 急勾配盛土の施工法

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

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

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20160902

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

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: 20171009

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: AT

Ref legal event code: REF

Ref document number: 997671

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180515

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602016002999

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20180509

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2683552

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20180926

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: 20180809

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: 20180509

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: 20180509

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: 20180509

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: 20180809

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: 20180509

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: 20180509

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: 20180509

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: 20180509

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: 20180810

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: 20180509

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: 20180509

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: 20180509

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: 20180509

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: 20180509

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: 20180509

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602016002999

Country of ref document: DE

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: 20180509

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

26N No opposition filed

Effective date: 20190212

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: 20180509

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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: 20190304

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: 20180509

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20190331

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: 20190331

Ref country code: IE

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

Effective date: 20190304

Ref country code: LI

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

Effective date: 20190331

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: 20190331

REG Reference to a national code

Ref country code: AT

Ref legal event code: UEP

Ref document number: 997671

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180509

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: 20180509

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: 20180910

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: 20180509

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: 20180909

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

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: 20160304

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

Ref country code: ES

Payment date: 20210525

Year of fee payment: 6

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: 20180509

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

Ref country code: GB

Payment date: 20220321

Year of fee payment: 7

Ref country code: AT

Payment date: 20220322

Year of fee payment: 7

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

Ref country code: TR

Payment date: 20220301

Year of fee payment: 7

Ref country code: IT

Payment date: 20220322

Year of fee payment: 7

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

Ref country code: MK

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: 20180509

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20230427

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230517

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

Ref country code: ES

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

Effective date: 20220305

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 997671

Country of ref document: AT

Kind code of ref document: T

Effective date: 20230304

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

Effective date: 20230304

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: 20230304

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: 20230304

Ref country code: AT

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

Effective date: 20230304

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 NON-PAYMENT OF DUE FEES

Effective date: 20230304

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

Ref country code: DE

Payment date: 20240320

Year of fee payment: 9

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

Ref country code: FR

Payment date: 20240328

Year of fee payment: 9