EP2292846A1 - Agencement de gabion - Google Patents

Agencement de gabion Download PDF

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Publication number
EP2292846A1
EP2292846A1 EP10450121A EP10450121A EP2292846A1 EP 2292846 A1 EP2292846 A1 EP 2292846A1 EP 10450121 A EP10450121 A EP 10450121A EP 10450121 A EP10450121 A EP 10450121A EP 2292846 A1 EP2292846 A1 EP 2292846A1
Authority
EP
European Patent Office
Prior art keywords
stone basket
arrangement according
stone
basket arrangement
stones
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.)
Granted
Application number
EP10450121A
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German (de)
English (en)
Other versions
EP2292846B1 (fr
Inventor
Jürgen Scherf
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Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP2292846A1 publication Critical patent/EP2292846A1/fr
Application granted granted Critical
Publication of EP2292846B1 publication Critical patent/EP2292846B1/fr
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Anticipated expiration legal-status Critical

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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
    • 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

Definitions

  • the invention relates to a stone basket or gabion arrangement according to the preamble of claim 1.
  • Usual stone baskets such as in the DE 39 17 756 A1 are substantially parallelepiped-shaped, wherein grid fields of flocks of crossing wires or metal rods, which are welded together at the intersection points, are interconnected by means of spirals or helical or helical wires.
  • a stone basket known, which is composed of individual flat grid fields, each consisting of two intersecting flocks of bars. At the crossing points, the bars are welded together and form a network, at the edges of the adjoining grid fields are bound together by means of a wire coil.
  • This object is achieved with a Steinkorb- or gabion arrangement with a stone filled or filled, surrounded by a grid shell space, with two opposite shell sides, wherein at least one transverse strut is provided, the two shell sides tensile strength interconnects, achieved in that at least one arranged in the interior of the stone basket arrangement and after installation and after filling with stones from the outside is no longer visible pillars for attachment of stone basket arrangement provided in the ground, wherein the crossbar fixedly connected to the post, in particular welded thereto or integrally formed thereon.
  • the uprights in the gabion arrangement according to the invention is not visible from the outside and completely surrounded by the visually appealing stones.
  • the stone basket arrangement thus appears optically as a gabion wall without a supporting structure, but is nevertheless stable and safe. This creates a synergy between Optics and technical advantages given and it can be created a continuous outer viewing surface without disruptive optical interruptions by intervening fence posts or posts.
  • the cross struts ensure the dimensional stability of the grid shell itself and prevent deformation or bulging.
  • the rigid connection between the cross braces and the uprights thus provides additional increased stability, since in this way the grid surface elements of the grid sheath are also supported by the uprights or at the same time, for example, when filling the stones, benefit from the stability of the stirrup.
  • the cross struts and stone baskets complement each other synergistically in terms of their stabilizing effect, whereby the overall stability of the stone basket is substantially increased.
  • the wind load is thereby guided by the cross struts or spacers on the uprights in the ground.
  • Such a stone basket construction is also well suited for on-site filling. In any case, it is also ensured by the firm connection of the cross struts with the post, that the cross struts are not damaged, bent or torn when filling with heavy stones.
  • cross struts are regularly spaced from each other and / or aligned parallel to each other. This also reduces the construction time, since a tedious threading of many individual cross braces is eliminated and the grid elements can be hung in several transverse struts at the same time, since their positions are already fixed.
  • each transverse strut is aligned in use horizontally to the ground and / or perpendicular to the upright and / or perpendicular to the shell sides.
  • hooks are formed at the ends of the transverse struts, in which the bars of the shell sides are easily suspended.
  • the cross member may be integrally formed on the uprights, for example by a casting process.
  • At least one, preferably two, tab members arranged, in particular screwed, are at each post.
  • each tab element is oriented perpendicular to the upright, perpendicular to the transverse struts or parallel to the shell sides. If the tab elements of different uprights are connected to one another, the structural stability is thereby further increased and a safeguard is created both in the transverse and in the longitudinal direction.
  • each tab element projects beyond the post on both sides.
  • An advantageous us very stable stone basket arrangement can be obtained that at least one longitudinal strut, preferably two or more, parallel to each other, one above the other arranged longitudinal struts, is provided / are each connecting / connecting two adjacent posts.
  • Each longitudinal strut is advantageously attached to each of its two end regions or ends on the uprights.
  • the longitudinal strut can be reversibly and non-destructively detachable, for example by screwing, or irreversibly and permanently, for example by welding, be attached to the uprights.
  • the longitudinal struts are thus rotatably and securely connected to the stander in the finished embodiment.
  • the stability and statics of stone basket arrangement is further increased because the uprights, the crossbars and the shell sides together with the longitudinal struts form a closed, structurally stable and rigid scaffold unit, which make the stone basket arrangement even more rigid and torsionally rigid.
  • the longitudinal struts are advantageously aligned horizontally to the ground and / or perpendicular to the uprights and / or parallel to the shell sides.
  • the longitudinal struts can be mounted or attached directly to the uprights. In some cases, however, it is also advantageous if it is provided that the longitudinal struts are attached to the tab elements, whereby a simple assembly of the longitudinal struts is ensured, especially if already existing tab elements, for example, to use glass elements or wood elements.
  • the grid shell or the shell sides and the end faces are formed from each other, in particular via spiral wires, connected grid surface elements. This ensures a simple construction to be erected on the construction site.
  • the fixation of the stone basket arrangement in the ground can be done in various ways. It is particularly advantageous if the uprights are designed longer downwards or have an end region which projects downwards out of the stone basket arrangement and with which the stone basket arrangement can be introduced into a foundation.
  • a variant of the stone basket arrangement provides that the stone basket arrangement is free of intermediate walls or the filled with stones or filled through space of the stone basket arrangement is limited only by the two opposite shell sides and the two end face or end faces.
  • a continuous gabion wall is formed, which is easy to erect by first the posts are placed with the cross braces, then the grid elements are mounted and in a further step, the stones are filled. Partitions can be omitted in this arrangement.
  • An alternative stone basket arrangement provides that the stone basket arrangement or the stone fillable or filled space of the stone basket arrangement, in particular is divided by intermediate end face or end surfaces, in laterally completed or limited Steinkorbabitese same or different configuration, size and shape.
  • the subdivision into individual stone basket sections has the advantage, for example, that damaged stone basket sections can be easily and simply removed or replaced.
  • the Steinkorbabitese can also be prefabricated at the factory.
  • the Steinkorbabitese are so dimensionally stable that they can already be filled with stones at the factory and can be lifted and transported even when filled without twisting or bending.
  • the individual Steinkorbabitese can be manufactured as finished parts in series and transported ready for use to the point of use and can be positioned on site with a crane to the right place, which also reduces the construction time of such Steinkorban ever.
  • each Steinkorbabites only one, preferably centrally-centrally arranged, stand is provided.
  • An advantageous stone basket arrangement or gabion construction for an optically attractive fence can provide that the tab element protrudes from a front or end face of the stone basket arrangement or a stone basket section and a further element or another stone basket section is attached thereto, wherein the tab element in the adjacent further stone basket section protrudes.
  • the tab elements act as a connecting means, which allows easy installation and high flexibility. In this way, different wall constructions can be created.
  • the longitudinal strut (s) at least protrude from a front or end face of the stone basket arrangement or a Steinkorbabismees and another stone basket section is attached thereto by the longitudinal strut (s) protrudes into the adjacent further stone basket section.
  • the connection can also be made via the longitudinal struts, whereby the flexibility and the variety of such a fence construction is further increased.
  • Steinkorban elevenen can be achieved, which can be easily adapted to almost any course and can easily contain angled or oblique sections.
  • the respective straight sections of the individual grid surface elements or the stone basket sections can be joined or strung together at any desired angle or combined with further, likewise straight glass or fence elements. Corner solutions can be realized very easily in this way, wherein the individual grid surfaces can be interconnected, for example, with spirals.
  • Fig. 1 is a detail or an element of a Steinkorb- or gabion arrangement 1 according to the invention, namely a post 6 with transverse struts 5, shown.
  • a Steinkorban angel 1 in a conventional manner consists of a fillable with stones or filled space, which is surrounded by a grid shell 2.
  • the grating casing 2 is usually formed of a plurality of interconnected flat grid surface elements 4.
  • the individual grid surface elements 4 are usually made of wire mesh or mesh mats of two flocks of mostly welded together, perpendicular to each other aligned metal bars whose thicknesses depend on the weight of the bricks and the mesh size is matched to the size of the stones.
  • the adjacent grid surface elements 4 are over at their side edges Spiral wires connected to a large area and thereby form two opposing shell sides or lateral surfaces 4a, 4b with an intermediate space for the stones.
  • a shell side 4a, 4b may consist only of a single larger grid surface element 4.
  • Steinkorban elbow 1 are relatively narrow or of small thickness, but have a greater longitudinal extent.
  • no grid surface elements are provided according to the invention, since the stone basket assemblies 1 is stable enough without such a grid, but such additional grid are possible.
  • the grid surface elements 2, 4 and the stones are not shown, but only the internal construction.
  • the in Fig. 1 shown uprights 6 is arranged in such a way inside the stone basket assembly 1 and on all sides of the lateral or peripheral grid surface elements 4 and the end faces 12 spaced so far that it is no longer visible from the outside after filling with the stones, neither from the narrow end face 12 still from the broader visible side.
  • the upright 6 In its lowermost region, the upright 6 has an end region 6a which is suitable for being grounded into a point foundation. This end portion 6a protrudes down from the stone basket assembly 1 addition. In this way, the uprights 6 can be anchored to the end portion 6a fixed in the ground or in a foundation. In addition, the uprights 6 can be screwed on a plate 11 on the foundation.
  • the uprights 6 can also either have only one end region 6a for embedding or a plate 11 for screwing to a solid base.
  • the uprights 6 is according to the advantageous embodiment of Fig. 1 formed from a hollow profile with a square cross-sectional area.
  • cross struts 5 On the uprights 6 a number of cross struts 5 are arranged rotatably and fixed in position, which are regularly spaced from each other.
  • the cross struts 5 are each welded to the outside of the post 6 and aligned both parallel to each other and also horizontally or parallel to the ground and perpendicular to the post 6.
  • the cross struts 5 may protrude from the side surfaces of the post 6, integrally formed integrally, or be screwed through the post 6.
  • the cross struts 5 have integrally formed at their ends, upwardly bent hooks 7.
  • the bars of the shell sides 4a, 4b are suspended, and it is usually, and in the illustrated embodiment, the horizontal bars are hooked into these hooks 7.
  • the transverse struts 5 are substantially perpendicular to the shell sides 4a, 4b. In this way, a bulging of the shell sides 4a, 4b is effectively prevented, precisely in that area in which the upright 6 is firmly connected to the foundation. In the vicinity of the uprights 6 there is thus very great structural stability.
  • the cross struts 5 on each post 6 are also all arranged at the same height to the ground, whereby an alignment of the horizontal bars is guaranteed.
  • Fig. 1 two tab elements 8 screwed to the uprights 6, which are each aligned perpendicular to the transverse struts 5 and the uprights 6 and parallel to the shell sides 4a, 4b.
  • Each of the tab elements 8 projects over the uprights 6 on both sides and is suitable for fastening longitudinal struts 10 or fence elements 9 thereto, in particular screwing them on.
  • corresponding drill openings are provided at the ends of the tab elements 8.
  • Fig. 2 an advantageous embodiment of the inner structure is shown, wherein two pillars 6 are fixedly connected to each other via two longitudinal struts 10.
  • the grid elements 2, 4 are also not shown here.
  • the longitudinal struts 10 extend horizontally to the floor or perpendicular to the uprights 6 or parallel to the shell sides 4a, 4b and parallel to each other and are respectively screwed to the tab members 8 of the respective post 6.
  • the stone basket arrangement 1 becomes more stable overall, since the longitudinal struts 10, the two uprights 6, the transverse struts 5 and the shell sides 4a, 4b form a closed unit.
  • the longitudinal struts 10 in addition, the uprights 6 with each other, and thus also other areas of the stone basket 1, rigid and torsionally rigid connected.
  • the longitudinal struts 10 are also completely inside the stone basket 1 and are no longer visible after filling with the stones.
  • FIG. 3 a first variant of a stone basket assembly 1 according to the invention is shown.
  • Fig. 5 is a detail view of the wall according to Fig. 3 shown.
  • the Steinkorban angel 1 is shown in each case from the side, wherein the lateral surface or shell side 4a and the internal construction can be seen.
  • the shell side 4 a is part of the, with the stones fillable space surrounding, grid shell 2 and consists in the embodiment of Fig. 3 of eight side by side and one above the other lying grid surface elements 4, wherein each four grid surface elements 4 are arranged side by side in two superimposed rows.
  • the single ones Grid surface elements 4 are connected to each other by spirals, so that the individual bars are aligned with each other and form uniform lines in both vertical and horizontal view.
  • the opposite shell side 4b is constructed identically.
  • Floor grille or upper grilles are missing.
  • two terminal end faces or end faces 12 are formed on both sides.
  • a space or free space is thereby formed, which is bounded by the two opposite shell sides 4a and 4b and the two opposite end end faces or end faces 12.
  • the room is free of partitions and serves to be subsequently filled with stones. Stones are in Fig. 3 not shown. In the stone basket arrangement according to Fig. 3 it is a straight wall that has a straight course.
  • FIG. 5 shows an enlarged section of the left part of the wall according to Fig. 3 , On the left side of the stone basket assembly 1 is bounded by the end face 12. In Fig. 3 only four grid surface elements 4 are shown and, accordingly, only the left part of the shell side 4a.
  • Each post 6 is inserted over its end portion 6a in a foundation. Between each two uprights 6 each two parallel aligned longitudinal struts 10 are arranged, which are fixedly connected via tab elements 8 with the uprights 6.
  • the cross struts 5 are in these representations in the Fig. 3 and 5 not recognizable as they are normal to the image plane.
  • Such a stone basket assembly 1 is advantageous in construction, since first the pillars 6 are positioned and fondamentiert and thereby the future course of the wall is predetermined. In a next step, optionally after insertion of the longitudinal struts 10, the grid surface elements 4 are suspended in accordance with the course of the uprights 6 in the transverse struts 5 and the end faces 12 used as final elements. Thereby, the said free and limited by the grid surface elements 4 space for the stones is formed, which are finally filled.
  • a stone basket arrangement 1 according to Fig. 3 can advantageously be constructed a straight running wall.
  • FIG. 4 An alternative Steinkorban ever 1 or wall is in Fig. 4 shown.
  • Fig. 6 is a detail view of a similar wall as in Fig. 4 represented, the specific in Fig. 6 shown sub-element as such not in Fig. 4 is included.
  • Fig. 4 Similar to in Fig. 3 shows Fig. 4 a side view of a Steinkorban ever 1.
  • a partial recess is provided on the upper right edge.
  • a first stone basket section 13 is provided which is bounded on the left side by an end face 12 and on its right side by an end face 12 'located inside the construction.
  • This stone basket section 13 is thus bounded by these two end faces 12, 12 'as well as the opposing grid surface elements 4, wherein stones can be filled in these free space formed thereby.
  • two uprights 6 are arranged, in each case in the opposite end regions of the stone basket section 13.
  • the two uprights 6 are connected to each other via two longitudinal struts 10 aligned parallel to one another, wherein the longitudinal struts 10 are screwed to the uprights 6 via tab elements 8 , From the left end surface 12 of this Steinkorbabiteses 13 protrude no elements or parts on the right side, namely from the end face 12 ', protrude the two tab elements 8 and are thus after filling with stones, the only parts of the inner support structure, the outward are visible.
  • a second Steinkorbabites 13 is provided, the left portion is substantially mirror-inverted to the first stone basket section 13.
  • this second Steinkorbabites 13 only in its upper region or in its upper half a terminal end face or end face 12 is formed, which defines a right adjoining part recess or interruption of the wall.
  • the upper tab element 8 projects in this case only to the left beyond the post 6 and not from the stone basket section 13.
  • a tab element 8 is provided which protrudes on both sides beyond the upright 6, wherein a further longitudinal strut 10 is screwed to this tab element 8 and extends to the right.
  • This longitudinal strut 10 is in turn at a short post 6th screwed.
  • This second stone basket section 13 is thus composed of three grid surface elements 4 viewed from one side, wherein the fillable interior space on the left side of the left, the element 9 near end face 12 'and on the right side of the end face 12, and from the opposite Sheath sides 4a is limited. Other partition walls are not provided.
  • the wall according to Fig. 4 thus comprises two different Steinkorbabitese 13 and an intermediate, optically beautiful element. 9
  • a stone basket portion 13 is shown, which is bounded by the two opposite lateral surfaces 4a and the two opposite end surfaces 12.
  • This stone basket section 13 is similar in appearance and dimension to a standard stone basket. In this embodiment, it is possible to prefabricate this Steinkorbabites 13 factory, even if necessary to fill with stones and deliver to the site and assemble there.
  • Fig. 6 The advantage of such a stone basket arrangement 1 according to Fig. 4 respectively.
  • Fig. 6 is that the structure of such a wall can also be done in a modular manner or can be used with prefabricated stone baskets or stone basket sections 13.
  • such a Steinkorban angel 1 course as well as the embodiment according to Fig. 3 be constructed by first set up the pillars 6 following the planned course and foundation, then the inner structures, that is, the tab elements 8, the longitudinal struts 10, are attached and then the grid surface elements 4 and the end faces 12 are mounted and any other elements. 9 be used. In a final step, then the backfilling would be done with stones.
  • each Steinkorbabites 13 are connected to each other via the longitudinal struts 10
  • each Steinkorbabites 13 each have a single centrally-centrally arranged uprights 6 is provided and the longitudinal struts 10 this post 6 with the post 6 of the adjacent Steinkorbabiteses 13 connect.
  • angularly bent longitudinal struts 10 may be provided, which are for example bent centrally at an angle of 90 or 45 °. In this way, a correspondingly bent course of a wall could be obtained.
  • Such a wall could be analogous to the embodiment of Fig. 3 be designed, in Fig. 3 At the transitions of two juxtaposed grid surface elements 4 corresponding through surfaces 12 may be formed. This would make the wall according to Fig. 3 are divided into four identical stone basket sections 13, wherein the longitudinal struts 10 represent the connection of a stone basket section 13 to the adjacent stone basket section 13. If one were to perform the longitudinal struts 10 kinked now, one would get the said angular course.
  • the lengths of the grid surface elements 4 would have to be adapted accordingly and, depending on the course of the stone basket arrangement 1, shortened on the one shell side 4a or the inside of the bend or curve and longer on the other shell side 4b or the outside of the bend or curve to get a continuous area.
  • the lengthening of the grid mats takes place, following the grid of the grid, by severing the bars at the desired positions.

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (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)
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EP20100450121 2009-07-24 2010-07-23 Agencement de gabion Not-in-force EP2292846B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
AT11672009A AT508576B1 (de) 2009-07-24 2009-07-24 Steinkorb- bzw. gabionenanordnung

Publications (2)

Publication Number Publication Date
EP2292846A1 true EP2292846A1 (fr) 2011-03-09
EP2292846B1 EP2292846B1 (fr) 2015-02-11

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Application Number Title Priority Date Filing Date
EP20100450121 Not-in-force EP2292846B1 (fr) 2009-07-24 2010-07-23 Agencement de gabion

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EP (1) EP2292846B1 (fr)
AT (2) AT12701U1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016027203A1 (fr) * 2014-08-21 2016-02-25 Pilosio Building Peace Onlus Unité de construction destinée à la réalisation d'un bâtiment, bâtiment ainsi obtenu et procédé de construction correspondant
FR3033808A1 (fr) * 2015-03-16 2016-09-23 Alain Antoniazzi Gabion avec support
FR3107911A1 (fr) * 2020-03-03 2021-09-10 Mineral Deco Parement mural à base de pierres

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH367130A (de) 1958-08-13 1963-01-31 Avi Alpenlaendische Vered Schotterkorb
DE3917756A1 (de) 1988-06-09 1989-12-21 Ruwa Drahtschweisswerk Ag Schotterkorb-bausatz
EP1186719A2 (fr) 2000-09-08 2002-03-13 Rainer Weber Gabion
DE202007003263U1 (de) * 2007-03-02 2007-06-06 Draht Christ Gmbh Behälter zum Befüllen mit Steingut
DE202009011072U1 (de) * 2009-09-28 2010-01-07 Patech Gmbh Vorrichtung zur Verankerung von Gitterwänden im Boden
DE202009014026U1 (de) * 2009-10-07 2010-03-25 Rothfuss, Thomas Gabione

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2550564B1 (fr) * 1983-08-08 1987-09-11 Florakraft Ges Gmbh Ouvrage de protection contre le bruit
US5647695A (en) * 1995-04-11 1997-07-15 Hilfiker Pipe Company Soil filled wall
NO20023070D0 (no) * 2002-06-25 2002-06-25 K E Larsson As Bygningselementsystem
DE202007012268U1 (de) * 2007-09-01 2008-05-15 Weidt, Friedhelm, Dipl.-Ing. Sichtschutzwand

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH367130A (de) 1958-08-13 1963-01-31 Avi Alpenlaendische Vered Schotterkorb
DE3917756A1 (de) 1988-06-09 1989-12-21 Ruwa Drahtschweisswerk Ag Schotterkorb-bausatz
EP1186719A2 (fr) 2000-09-08 2002-03-13 Rainer Weber Gabion
DE202007003263U1 (de) * 2007-03-02 2007-06-06 Draht Christ Gmbh Behälter zum Befüllen mit Steingut
DE202009011072U1 (de) * 2009-09-28 2010-01-07 Patech Gmbh Vorrichtung zur Verankerung von Gitterwänden im Boden
DE202009014026U1 (de) * 2009-10-07 2010-03-25 Rothfuss, Thomas Gabione

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016027203A1 (fr) * 2014-08-21 2016-02-25 Pilosio Building Peace Onlus Unité de construction destinée à la réalisation d'un bâtiment, bâtiment ainsi obtenu et procédé de construction correspondant
FR3033808A1 (fr) * 2015-03-16 2016-09-23 Alain Antoniazzi Gabion avec support
FR3107911A1 (fr) * 2020-03-03 2021-09-10 Mineral Deco Parement mural à base de pierres

Also Published As

Publication number Publication date
AT508576B1 (de) 2012-01-15
EP2292846B1 (fr) 2015-02-11
AT12701U1 (de) 2012-10-15
AT508576A1 (de) 2011-02-15

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