EP2317014B1 - Kombination für die Herstellung eines Bauwerk - Google Patents

Kombination für die Herstellung eines Bauwerk Download PDF

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Publication number
EP2317014B1
EP2317014B1 EP20100189197 EP10189197A EP2317014B1 EP 2317014 B1 EP2317014 B1 EP 2317014B1 EP 20100189197 EP20100189197 EP 20100189197 EP 10189197 A EP10189197 A EP 10189197A EP 2317014 B1 EP2317014 B1 EP 2317014B1
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EP
European Patent Office
Prior art keywords
gabion
face
recess
assembly according
key
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Application number
EP20100189197
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English (en)
French (fr)
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EP2317014A1 (de
Inventor
Stéphane Couret
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.)
Rapid'Gabions
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Aquaterra Solutions
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Publication of EP2317014A1 publication Critical patent/EP2317014A1/de
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Publication of EP2317014B1 publication Critical patent/EP2317014B1/de
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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

Definitions

  • the invention relates to an assembly for the realization of a work.
  • More and more construction techniques in the field of civil engineering and public works make use of units or individual building elements. These individual elements are used to form retaining walls, noise barriers, abutments and bridge piers, protection gutters against falling rocks, landslides and landslides, landscaping, protective works in the field. military or roadway reinforcement works, canal banks, rivers, rivers and seascapes and others. They are also used for temporary works.
  • these individual elements are made from a cage structure containing a filling material and known under the general name of gabion.
  • the dimensions of these gabions can be very variable depending on the size of the structure and the application.
  • These gabions are filled with materials, such as stones, crushed pebbles, pebbles, sand, earth, wood, materials with elastoplastic properties such as tires or others.
  • Gabions can be pre-filled. In this case, it is not necessary to fill the gabions on the site of the site.
  • These pre-filled gabions then comprise a lifting strap for carrying out the various handling operations involved in the transport of these pre-filled gabions from the filling site to the construction site and their positioning in the work to be carried out.
  • a lifting strap is meant here any means for transporting suspension of the gabion. For example, it may be a sling or a cable.
  • Known assemblies for producing a structure comprise at least a first and a second gabion, each gabion comprising several faces delimiting a container for a filling material, at least a first face of the first gabion being intended to bear on a second corresponding face of the second gabion during assembly.
  • the invention aims to remedy this drawback. It therefore relates to an assembly according to claim 1.
  • the guiding of the first gabion with respect to the second gabion is easier with a flaring shank than with a projection having a rectangular section.
  • Embodiments of this set may include one or more of the features of the dependent claims. 1.
  • the figure 1 is a gabion 2.
  • This gabion 2 is intended to be filled with a filler material such as crushed pebbles, stones or any other materials to form an individual building element.
  • the gabion 2 is described in the particular case where it has the shape of a parallelepiped whose largest faces are arranged horizontally. The faces of this gabion 2 therefore extend essentially in respective planes.
  • the largest underside of gabion 2 forms a flat bottom 4 of the gabion. Most of the weight of the filling material is based on the bottom 4 when the gabion 2 is filled.
  • This bottom 4 is flat, that is to say it extends substantially parallel to a plane.
  • This plane, called here "bottom plane” is confused with the plane of the ground when the gabion is deposited on a flat and horizontal ground.
  • the gabion 2 preferably comprises a horizontal upper face which forms a lid for closing the gabion 2 after filling.
  • This upper face makes it possible to retain the filling material inside the container delimited by the faces 4, 6 to 9.
  • This upper face or lid has not been represented to simplify the figure 1 .
  • the height of the gabion in the vertical direction is for example 50 cm, 70 cm, 1 m, 1.2 m or 1.5 m.
  • the horizontal length of the gabion, noted Lg is for example greater than 50 cm and preferably greater than or equal to 1 m.
  • the horizontal width of the gabion, noted I g is for example greater than 50 cm and commonly 1 m.
  • the faces of the gabion 2 are formed by wire mesh.
  • the meshes of this mesh are chosen so as to retain the filling material inside the container.
  • this grid is made by rigid horizontal and vertical metal bars welded at right angles to each other.
  • the meshes of this fence are rectangular. For example, the bars are welded using electrical means (electrowelding).
  • the size of the meshes of the mesh is chosen so that the different heights Hg and the different lengths Lg possible are obtained using an integer multiple of meshes. This facilitates the cutting and the realization of the faces of the gabions of different dimensions.
  • the meshes of the bottom 4 are 10 cm x 5 cm.
  • each face 6 to 9 has two rows 12, 14 of mesh size 5 cm x 5 cm along the upper edge.
  • these two rows 12 and 14 make it possible to complete the filling of the gabion 2 with the aid of a filling material 16 of smaller size than the filling material 18 used to fill the lower part of the gabion 2.
  • the Filler materials 16 and 18 are crushed stones or pebbles.
  • pebbles 16 are smaller in size than pebbles 18.
  • pebble size is here denoted their equivalent diameter, that is to say the diameter of the sphere which would behave identically during the operation of the pebbles. selected particle size analysis. For example, the size of pebbles is measured using a dry sieving operation.
  • the pebbles 16 and 18 are large enough to be retained within the gabion 2 by the mesh, respectively, of 5 cm x 5 cm and 5 cm x 10 cm.
  • the pebbles 16 are small enough to pass through the 5 cm x 10 cm mesh.
  • the rows 12 and 14 make it possible to fill and level the upper part of the gabion with the pebbles 16.
  • These pebbles 16 make it possible to fill the gabion closer to the upper edge without exceeding the height Hg with voids between the smaller pebbles than if the pebbles 18 were used for this. Therefore, this limits the crushing of the side walls of the gabion 2 under the weight of another gabion deposited on its upper face. Indeed, it is much easier to fill the gabion 2 to the brim with pebbles 16 with pebbles 18.
  • the use of pebbles 16 in the upper part of gabion 2 decreases the depth of the irregularities of the upper face which increases its flatness and facilitates the stacking of the gabions on each other.
  • the bottom 4 of the gabion comprises a recess 22 intended to receive a distribution bar 24 ( figure 2 ) as well as lower ends 26 and 28 of lifting straps 30 and 32 (see figure 2 ).
  • the bar 24 is removable.
  • the straps 30 and 32 are slings each formed of a flexible cable, each cable being itself formed of strands formed of a multitude of strands twisted between them.
  • the straps 30 and 32 also comprise, respectively, upper ends 34 and 36 intended to be attached to lifting means of the gabion 2.
  • the ends 26, 28, 36 and 34 are loops.
  • the bar 24 passes through the loops of the ends 26 and 28.
  • the bar 24 is pulled upwards which drives it into the recess 22.
  • This recess 22 is designed so that when the gabion is transported using the straps 30 and 32, the bar 24 and the ends 26 and 28 are completely received inside the housing 22 so as not to protrude at beyond the plane of the bottom 4, that is to say beyond the bottom bars 4 intended to rest on the ground or on the cover of another gabion. This prevents the alteration, damage or shearing of the ends 26 and 28 on the ground, during storage, or on another gabion during its movement.
  • the recess 22 also stiffens the bottom 4.
  • the recess 22 is a fold that extends parallel to the longer side of the bottom 4.
  • the recess extends from one edge to the other of the bottom 4. It therefore has the same length Lg that the bottom 4.
  • the recess 22 is symmetrical with respect to a vertical plane which contains the center of gravity of gabion 2. This maintains the bottom 4 substantially horizontal when the gabion 2 is suspended by the straps 30, 32.
  • FIG. 3 A possible example of cross-section of the recess 22 is shown on the figure 3 .
  • the cross section of the recess 22 is triangular.
  • the figure 3 represents a crossbar 40 and longitudinal bars 42 to 44 of the grid forming the bottom 4.
  • the longitudinal bars extend parallel to the largest side of the bottom 4.
  • the bars 42 and 44 extend on the plane of the bottom 4, that is to say on the same plane as the other bars intended to rest directly on the ground or on another gabion.
  • the bars 42 and 44 are therefore located under the transverse bars of the bottom 4.
  • the bars 42 and 44 are spaced from each other by a distance M, for example equal to 10 cm.
  • the bar 40 and all the bars of the bottom 4 which are parallel to it extend essentially parallel to the smallest side of the bottom 4. They are folded between the bars 42 and 44 to form the recess 22.
  • the top of the recess is, by example, located midway between the bars 42 and 44.
  • the bar 43 is fixed at the top of this fold of triangular section.
  • the bar 43 extends parallel to the bars 42 and 44.
  • the maximum width L of the recess 22 is 8 cm.
  • the maximum depth P of the recess 22 is strictly greater than the accumulation of the diameter of the bar 24 with the diameter of the cross section of the end 26.
  • the end 26 is entirely located above the plane of the bottom 4.
  • the depth P is greater than or equal to 20 mm and, preferably, greater than or equal to 30 or 40 mm.
  • the gabion 2 may also include tie rods 50 to 53 to stiffen the side faces 6 to 9.
  • These tie rods are also known by the term "distance".
  • these tie rods 50 to 53 are arranged in the corners of the gabion 2 so as to connect two contiguous side faces. More specifically, to increase their efficiency and facilitate filling, these tie rods 50 to 53 are arranged at 45 ° relative to the side faces.
  • This arrangement of the tie rods 50 to 53 in the corners of the gabion 2 makes it possible to limit the deformation of the lateral faces under the weight of the filling material while hindering as little as possible the filling of the gabion 2.
  • the tie rods prevent the lateral faces of the move away from each other under the weight of the filler material.
  • ties 54 passing through the gabion in particular perpendicular to the larger faces.
  • the hooks of the tie rods 50 to 54 are identical to each other.
  • the figure 5 represents a particular embodiment of the tie rod 50.
  • the tie rod 50 is formed of a rectilinear body 56 equipped at each end with a hook 58, 59 in engagement with a corresponding bar of the toasting of the lateral faces.
  • the hooks 58 and 59 are identical.
  • the hook 58 is formed of a bent portion 60 forming a loop adapted to receive the bar of the mesh.
  • This loop has an introduction mouth of the bar inside the loop.
  • This mouth is narrower than the diameter of the loop so as to effectively retain the bar inside the loop.
  • the thickness of the mouth is equal to the diameter of the bar to +/- 10%.
  • the portion 60 is extended by an end 62 which moves away from the rectilinear body 56 to form, in combination with the rectilinear body, a guide cone of the bar towards the mouth of the loop. This cone facilitates the introduction of the bar inside the hook 58.
  • This conformation of the hook 58 makes it possible to retain the bar inside the loop effectively even when vibrations are applied to the gabion 2 to compact or vibro-compact the filling material.
  • the gabion 2 is for example filled according to the method described in the patent application EP 1 881 114 . Due to the narrow mouth, the accidental detachment of the tie rod 50 of the lateral faces during the application of vibrations is limited.
  • the figure 7 represents an embodiment of a gabion identical to gabion 2 except that the bottom of the gabion has several recesses so as to receive several drawbars.
  • the bottom of the gabion has two recesses 70 and 72 which each extend parallel to the largest side of the bottom. Each of these recesses receives a respective distribution bar 74, 76 surrounded by loops 78, 80 of straps 82, 84.
  • the use of several recesses is particularly useful when the weight of the pre-filled gabion becomes very important. that is, greater than one ton.
  • the recesses of the bottom are arranged symmetrically with respect to a vertical plane containing the center of gravity of the gabion. Here, this vertical plane extends parallel to the largest side of the bottom. This arrangement ensures that the bottom 4 remains substantially horizontal even when it is suspended by the straps 78 and 80.
  • the bars 93 and 94 are for example longitudinal bars. On the figure 8 only a transverse bar 96 is shown. The height of the cross section of the bars 93 and 94 defines the depth of the recess 90. For example, the bars 93 and 94 have a diameter greater than or equal to 5 mm. These bars 93 and 94 are identical to the other bars forming the bottom grill.
  • the strap 92 has a rectangular cross section whose height is less than the depth of the recess 90 so that when the gabion is lifted using the strap 92, it does not protrude beyond the plane of the bottom of the gabion.
  • the strap 92 surrounds one or more transverse bars.
  • the recesses 104 and 106 perform the same functions as the recess 22. They are designed to receive a distribution bar around which is attached a lifting strap without the lifting strap projecting beyond the plane of the bottom. For this, the recesses 104 and 106 are for example similar to those described with respect to the figure 7 .
  • the recesses 110 and 112 are similar to the recesses 104 and 106 with the exception that they are arranged in the cover 108 and not in the bottom 102.
  • the recesses 110 and 112 are positioned on the cover so as to when aligned with the recesses 104 and 106 of an upper gabion, the lower and upper gabions are aligned with one another in a predetermined position.
  • the predetermined position is that in which side faces of the upper and lower gabions are coplanar.
  • the recesses 104 and 106 also serve as alignment means for the gabion 100 on lower gabions 118 and 120 ( figure 10 ).
  • the gabions 118 and 120 are for example identical to the gabion 100.
  • the key 122 is shown in more detail on the figure 11 . It is shaped to present, on one side, a complementary shape of the recess 112 and, on the opposite side, a complementary shape of the recess 106. For this purpose, it has at least two opposite peaks. Preferably, these peaks are sharp and the key is not a bar of circular cross section. Here these vertices are opposite edges 130 and 132 which extend over the entire length of the key. For example, for this the cross section of the key 122 is a quadrilateral. Here, the cross section is a rhombus.
  • edges 130 and 132 are each at the intersection of two respective flanks. Only flanks 134 and 136 are visible on the figure 11 .
  • the edge 130 and the flanks on either side of this edge are shaped to be received in the recess 106.
  • the edge 132 and the flanks on either side of this edge are shaped to be received in the recess 112.
  • the dimensions of the key 122 are large enough that when the edge 132 is received in the recess 112, then the edge 130 protrudes above the cover so as to guide the upper gabion. when descending to the lower gabion.
  • the edge 130 protrudes by at least 20 mm and preferably at least 40 mm above the plane of the upper face when the edge 132 is received in the recess 112.
  • the height of which exceeds the edge 130 is also small enough to allow the face 108 to bear directly on the face 102 of the gabion deposited on the gabion 100 when the key 122 is received both inside the recesses 110 and 104.
  • the greater width of the key in its transverse direction is strictly inferior to the width, in the same direction, of the face of the gabion on which it is received.
  • the width of the projection is at least two times, and preferably five or ten times smaller than the width of the gabion face.
  • the horizontal contact plane between the lower and upper gabions constitutes a plane of symmetry of one of these gabions with respect to the other.
  • the plane of vertical contact between two contiguous gabions in a horizontal direction also constitutes a plane of symmetry of one of these gabions with respect to the other.
  • the guiding of the upper gabion is carried out here by shape cooperation between the flanks situated on either side of the edge 130 and the inclined walls of the recess 104 or 106.
  • the key is stuck between the two gabions superimposed on each other.
  • the gabions are held one on the other under the effect of gravity.
  • the key also increases the friction between the faces of the gabions which facilitates their maintenance in place.
  • the key 122 is made by assembling two angles 138 and 140.
  • these angles are metal.
  • the angles 138 and 140 are assembled so that the edges 130 and 132 extend parallel to each other.
  • the centering keys 122, 124 make it possible to align the recesses 104 and 106 of the upper gabion parallel to the recesses 110 and 112 of the lower gabion (s).
  • the cooperation of the keys 122, 124 and the recesses 104, 106, 110 and 112 also makes it possible to improve the sliding resistance of the gabions with respect to one another.
  • the figures 12 and 13 represent another embodiment in which the keys allow to arrange the recesses 104 and 106 perpendicularly to the recesses 110 and 112 of the lower gabions 118 and 120.
  • the key 122 is replaced by a key 150.
  • the key 150 is identical to the key 122 except that the angles 138 and 140 are assembled at right angles.
  • the edge 130 extends perpendicular to the edge 132.
  • figure 14 represents gabions 100 and 162 identical to the gabion 100 except that the recesses 110 and 112 are replaced, respectively, by projections 164 and 166 fulfilling the same function as the key 122.
  • the protrusions 164 and 166 are fixed without any degree of freedom to the lid of the gabion.
  • the protrusions 164 and 166 are folds, facing outwards, the grid forming the upper face of the gabion.
  • these folds extend parallel to the largest side of the upper face and over the entire length of this upper face.
  • the cross section of these folds is for example identical to that of the angle 138.
  • These folds are for example made in a manner similar to that described with regard to the figure 3 .
  • the projections 164 and 166 of the gabion 162 guide the gabion 160 to align the recesses 104 and 106 of the upper gabion on the projections.
  • the projections 164 and 166 protrude above the plane of the cover of the gabions 160 and 162.
  • the plane of the cover is coincident with the plane of the bottom of the upper gabion when the upper gabion is assembled on the cover of the lower gabion.
  • Recesses or projections forming means for guiding a gabion relative to another gabion may also be provided on the side faces of the gabions.
  • An example of such an embodiment is illustrated on the figure 15 . More specifically, the figure 15 represents an assembly of four gabions 170 to 173. Each gabion comprises at least two recesses 176 and 178 which extend horizontally on two opposite lateral faces. Keys 180 are received on one side in recess 176 and on the other side in recess 178 of two contiguous gabions. For example, the keys 180 are identical to the key 122.
  • the recesses or protrusions may extend parallel to the largest, or preferably, the smaller side of the bottom or lid.
  • the recess or protrusion does not necessarily extend over the entire length or width of the bottom or cover.
  • the cross bars can be located under the longitudinal bars of the bottom of the gabion or vice versa.
  • a mid-length central partition may be provided.
  • the tie rods may be arranged at a different angle than 45 ° in the angles of the gabion.
  • the tie rods can be arranged between the intermediate partitions and the largest side or between two parallel side walls of the gabion.
  • tie rods are omitted.
  • the hooks at each end of a tie rod are not necessarily identical either.
  • the gabion can have other forms than a parallelepiped.
  • the gabion can have more than four vertical sides. This can be the case when it has the shape of a polyhedron with more than six faces.
  • it may be an octahedron whose bottom is a pentagon preferably regular.
  • the gabion can also be in the form of a column whose horizontal section is circular.
  • the gabion can be hollowed out to make a planter or street furniture.
  • the lid of the gabion can be omitted.
  • the cross section of the strap may be rectangular, circular or any other suitable form.
  • the strap is not necessarily flexible, that is to say able to deform under its own weight. It can also be carried out using a bar or a rigid tube having a hook or a loop at one of its ends.
  • the material used to make the strap is not necessarily a metal but can also be a synthetic material or others (Kevlar, ... etc.) having a suitable mechanical strength to lift the weight of gabion 2.
  • the bar 24 has been described in the particular case where it is a removable bar which is only secured to the bottom 4 by the tensile force exerted on the straps.
  • this bar is secured to the bottom 4 by other means.
  • the bar 24 is welded inside or above the recess 22.
  • the bar 24 may consist of several aligned sections. For example, the bar is cut into segments of only 20 cm. The bar can also be omitted. In this case, the end of the strap is directly attached to a bar of the wire mesh forming the bottom. For example, the end of the strap is attached around the bar 43. This may require reinforcing one or more of the bottom bars.
  • the filling material used to fill the gabion 2 may also be pebbles or other material allowing the use of gabion for the realization of works of civil engineering, military engineering or landscaping and hydraulic.
  • the number of recesses or guiding projections on the same face may vary from one to several.
  • the protrusion of the gabion can be realized in many different ways.
  • the integral projection of the gabion is carried out by fixing, by welding or otherwise, without any degree of freedom the guide key on one side of this gabion.
  • recesses or projections to guide a gabion relative to another during assembly can be implemented independently of the use of a recess for receiving the lifting strap.
  • the bottom of the gabion has one or more recesses for receiving the lifting strap or straps and one or more separate recesses for guiding the gabion when assembled on a lower gabion.
  • the bottom of the gabion has only one or more guide recesses and no recess for receiving the lifting strap.
  • tie rods equipped with hooks such as those described here can be implemented regardless of the presence of a recess in the bottom of the gabion.

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Claims (9)

  1. Einheit zur Herstellung eines Bauwerks, wobei diese Einheit enthält:
    - mindestens eine erste und eine zweite Gabione (100, 118, 120; 160, 162), wobei jede Gabione mehrere Seiten aufweist, die einen Behälter für ein Füllmaterial begrenzen, wobei beim Zusammenbau mindestens eine erste Seite (102) der ersten Gabione auf einer entsprechenden zweiten Seite (108) der zweiten Gabione in Auflage kommt,
    - mindestens eine Vertiefung (104, 106) ist in der ersten Seite der ersten Gabione ausgebildet, und
    - die zweite Seite der zweiten Gabione ist mit mindestens einem Führungsvorsprung (122, 124; 150; 164, 166) versehen, wobei dieser Vorsprung eine zur Form der Vertiefung der ersten Seite komplementäre Form hat, um durch Formzusammenwirkung zwischen dem Vorsprung und der Vertiefung die ersten und zweiten Gabionen bei ihrem Zusammenbau zueinander zu führen, dadurch gekennzeichnet, dass der Vorsprung von einem Führungskeil (122, 124, 150) geformt wird, der auf die zweite Seite aufgesetzt ist und dessen der zweiten Gabione entgegengesetzte Seite einen Scheitel (130), der sich über der zweiten Seite (108) erhebt, und Flanken (134) aufweist, die sich vom Scheitel des Keils zur zweiten Seite (108) aufweiten, um die komplementäre Form zu bilden.
  2. Einheit nach Anspruch 1, bei der die Breite des Vorsprungs strikt geringer als die Breite der zweiten Seite ist.
  3. Einheit nach Anspruch 1 oder 2, bei der die zweite Seite der zweiten Gabione eine Vertiefung (110, 112) aufweist, und der Keil (122, 124, 150) eine andere Seite aufweist, die angepasst ist, um im Inneren dieser Vertiefung aufgenommen zu werden.
  4. Einheit nach Anspruch 3, bei der die zwei entgegengesetzten Seiten des Keils (150), die dazu bestimmt sind, in den Vertiefungen der ersten bzw. der zweiten Seite aufgenommen zu werden, sich in nicht parallelen Richtungen erstrecken.
  5. Einheit nach einem der vorhergehenden Ansprüche, bei der die Vertiefung (22; 70, 72; 104, 106, 110, 112) eine Falte der zum Inneren der Gabione weisenden Seite ist.
  6. Einheit nach einem der vorhergehenden Ansprüche, bei der die der zweiten Gabione entgegengesetzte Seite des Keils (122) ein Winkeleisen aufweist, das einen Grat (130) hat, der sich parallel zur Ebene der zweiten Seite erstreckt.
  7. Einheit nach einem der vorhergehenden Ansprüche, bei der:
    - mindestens die erste Gabione mindestens einen Hebegurt (30, 32; 82, 84) enthält, der am Boden befestigt ist und es ermöglicht, die mit dem Füllmaterial gefüllte Gabione anzuheben,
    - die erste Seite den Boden der ersten Gabione bildet, und
    - die Vertiefung (22; 70, 72; 90; 104, 106) der ersten Seite den Hebegurt (30, 32; 82, 84) aufnimmt, wobei diese Vertiefung tief genug ist, damit der Hebegurt nicht über den Boden der Gabione vorsteht, wenn diese mit Hilfe dieses Gurts angehoben wird.
  8. Einheit nach einem der vorhergehenden Ansprüche, bei der die Tiefe der Vertiefung der ersten Seite und die Höhe des Vorsprungs der zweiten Seite mindestens 20 mm und vorzugsweise mindestens 40 mm betragen.
  9. Einheit nach einem der vorhergehenden Ansprüche, bei der die Seiten der Gabionen Gitter sind.
EP20100189197 2009-10-28 2010-10-28 Kombination für die Herstellung eines Bauwerk Active EP2317014B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR0957564A FR2951751A1 (fr) 2009-10-28 2009-10-28 Ensemble pour la realisation d'un ouvrage et gabion pour cet ensemble

Publications (2)

Publication Number Publication Date
EP2317014A1 EP2317014A1 (de) 2011-05-04
EP2317014B1 true EP2317014B1 (de) 2012-07-18

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ITBS20110144A1 (it) * 2011-10-14 2013-04-15 Novaporfidi S R L Cesto per materiale inerte
ITBO20120151A1 (it) * 2012-03-21 2013-09-22 Maccaferri Spa Off Gabbione rinforzato e procedimento per la sua fabbricazione
FR3002558B1 (fr) 2013-02-27 2015-04-24 Rapid Gabions Gabion avec rangees porteuses differentes
CN114934478B (zh) * 2022-04-25 2024-04-19 四川中港建设工程有限公司 一种河道石笼护垫生态护岸及其施工方法

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DE202006013964U1 (de) * 2006-09-12 2007-02-08 Craiss, Ralf Mauerwerk für Gebäude-Gabionensteinkorbgemäuer
DE202007016495U1 (de) * 2006-11-24 2008-03-20 Lehrhuber, Konrad Wand mit Tafeln und Pfosten
BE1017506A3 (fr) * 2007-03-16 2008-11-04 Motte Dit Falisse Gilles Jacques Abel Marie Le gabion crenele ou un nouveau dispositif de montage universel.
DE102008019076A1 (de) * 2008-04-15 2009-10-29 Robert Kuhnhenn Gabione

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FR2951751A1 (fr) 2011-04-29

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