EP1898005B1 - Gabion element for constructing supporting walls or similar - Google Patents

Gabion element for constructing supporting walls or similar Download PDF

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Publication number
EP1898005B1
EP1898005B1 EP20070017403 EP07017403A EP1898005B1 EP 1898005 B1 EP1898005 B1 EP 1898005B1 EP 20070017403 EP20070017403 EP 20070017403 EP 07017403 A EP07017403 A EP 07017403A EP 1898005 B1 EP1898005 B1 EP 1898005B1
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EP
European Patent Office
Prior art keywords
wall section
supporting
gabion
element according
gabion element
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EP20070017403
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German (de)
French (fr)
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EP1898005A3 (en
EP1898005A2 (en
Inventor
Johann Stoll
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0208Gabions
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/02Arrangements 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
    • E01F8/021Arrangements 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
    • E01F8/025Gabion-type
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0225Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0241Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements

Definitions

  • the present invention relates to a stone basket element for erecting retaining walls or the like.
  • Such stone basket elements are known. For example, goes from the DE 202 13 129 U1 a stone basket for the construction of a noise barrier, having walls of wire mesh, which are interconnected, such that the stone basket has at least a smaller compartment and a larger compartment, the larger compartment is filled with stones and the smaller compartment with noise dam material.
  • a stone basket element comprising a rectangular front wall portion, a rectangular rear wall portion and side wall portions surrounding a space into which stones are fillable.
  • the stone basket elements have a rectangular cross-section.
  • a retaining wall emerges, which consists of Steinkorbelementen, which is a rectangular Have cross-section and are juxtaposed with their front and rear wall parts in a straight line.
  • the object of the present invention is to provide a Steinkorbelement that allows increased flexibility in the creation of mans, walls or the like.
  • the essential advantage of the stone basket element according to the invention is that it is designed so that it can be assembled together with other such stone basket elements to support walls, in particular to embankment walls or the like, such that the walls are very flexible in terms of straight or curved courses can be designed ,
  • a significant advantage of an embodiment of the present invention is that the stone basket elements have a particularly good stability.
  • the present Steinkorbiata are produced in accordance with a further embodiment of the invention inexpensively from standard wire mesh.
  • the individual stone basket elements are particularly easy to connect to each other.
  • a stone basket element 1 according to FIG. 1 from a front wall part 7, a rear wall part 4 extending parallel thereto, right side wall parts 2, 3, left side wall parts 5, 6, a bottom wall part 8, a retaining wall part 9 protruding outwards from the front wall part 7 and at least one, but preferably two, the retaining wall parts 9 with the rear wall part 4 connecting holding rods 10, 11th
  • the Steitenwandmaschine the stone baskets each have the same lengths.
  • the present invention relates to stone basket elements according to claim 1, wherein the side wall portions of a side each have different lengths.
  • Seen in cross section consisting of the wall parts 2 to 8 Steinkörbelement 1 seen from above ( FIG. 2 ) has a cross section in the shape of an elongated hexagon, wherein the front wall part 7 and the rear wall part 4 are parallel to each other.
  • the right side wall parts 2 and 3 are each formed at an obtuse angle ⁇ 1, which is preferably about 135 °, to the corresponding outer edges of the front wall part 7 and the rear wall part 4 and connected at an angle ⁇ 2, which is preferably 90 ° ,
  • the left side wall portions 5 and 6 are each connected to an outer edge of the front wall portion 7 and the rear wall portion 4 at the angle ⁇ 1 and under the Angle ⁇ 2 connected together.
  • the wall parts 4 and 7 have the dimensions 50 or 75 or 100 by 100 cm
  • the side wall parts 2 and 6 have the dimensions 16 by 50 or 75 or 100 cm
  • the side wall parts 3 and 5 by the dimensions 23 by 50 or 75 or 100 cm
  • the retaining wall part 9 approximately the dimensions 70 times 55 to 75 cm.
  • Each wall part 2 to 8 preferably consists of a grid-shaped wire mesh.
  • the side wall parts 2 to 7 are formed from a single lattice wall part by bending the same, wherein the mutually facing end edges of the band-shaped lattice work connected to each other, in particular welded or hooked.
  • the individual bars of the wall parts 2 to 8 and the retaining wall part 9 at the respective crossovers are also welded together.
  • the bottom wall part 8 is preferably formed integrally with the retaining wall part 9, wherein the area forming the bottom wall part 8 preferably extends over the whole or most of the length of the lower edges of the rear wall part 4 and the front wall part 7 and is connected to these edges.
  • the bottom wall part 8 may also cover the entire bottom or base of the Seinkorbiatas.
  • the integrally formed with the retaining wall part 9 bottom wall part 8 is pivotally connected to its front wall portion 7 facing edge at the lower edge of the front wall portion 7 so that it can be easily pivoted to the space saving and easy handling during transport to the outside of the front wall part 7 ,
  • the region forming the retaining wall part 9 projects beyond the rear wall part 4 a predetermined length (eg 20 to 50 cm) towards the rear.
  • a predetermined length eg 20 to 50 cm
  • the upper ends of the support rods 10, 11 are preferably attached to the rear wall portion 4 by having their ends bent around a horizontal or vertical grid bar or about a crossing point of bars.
  • the lower ends are preferably connected to the retaining wall parts 9, that their ends are bent around a parallel to the lower edge of the rear wall portion 4 extending bar or around a perpendicular to the lower edge of the rear wall portion 4 extending bar or around a crossing point of bars.
  • the length of the support rods 10, 11 is dimensioned such that the support wall part 9 extends in the plane of the bottom wall part 8 and perpendicular to the plane of the rear wall part 4.
  • the Steinkorb comprise 1 are configured in the illustrated hexagonal shape, resulting according to the FIGS. 3a, 3b Any options for designing the walls or retaining walls formed from the stone basket elements 1.
  • the stone basket elements 1 can be arranged in a row in a straight line next to one another in order to form a rectilinear retaining wall.
  • the mutually facing end edges of the respective side wall parts 2, 3 and 5, 6 according to FIG. 4a preferably be connected to each other by two adjacent stone basket elements 1 are pushed into each other in the region of their end edges, so that from above a connecting rod 12 in the overlapping region of the tip portions of the side wall parts 2, 3 and 5, 6 can be inserted and anchored in the ground. Slippage of stone basket elements 1 when filling with stones is prevented.
  • FIG. 4b is a connection of the individual Steinkorb comprise 1 together also possible in that in each tip region of the facing side wall parts 2, 3 and 5, 6, a connecting rod 13, 14 is introduced or taken in the manner described above, in which case the two connecting rods 13, 14 with the help of an enclosing ring member 15 (dotted line) are interconnected.
  • This variant has the advantage that it allows the juxtaposition of two side wall parts 3, 5, as shown in the FIG. 3b is shown on the right.
  • the stone basket elements 1 resting against one another can in this case extend at an angle ⁇ 3 of 90 ° to one another.
  • the individual bars are commercially available steel bars with a diameter of about 5 mm.
  • the support rods 10, 11 preferably have about a diameter of about 8 mm.
  • a retaining wall is preferably erected in the following manner.
  • the empty stone basket elements 1 are put together in a manner corresponding to the desired shape of the wall to be created and connected to one another as explained above.
  • the individual stone basket elements 1 are filled with stones.
  • the embankment material or as mentioned above first a concrete layer 20 and applied thereon the embankment material.
  • the stability of the created wall is further increased after the application of the slope material or the concrete layer 20 and the slope material, because adjacent Steinkorbetti 1 are also connected to each other on the bottom side in the overlapping region of the retaining wall parts 9.
  • the stone basket element can on the top side by a not-shown cover part, which also consists of a lattice, be closed.
  • a not-shown cover part which also consists of a lattice
  • the rear wall portion 4 and the front wall portion. 7 be connected to one another by a plurality of reinforcing rods 16 to increase the stability, wherein the reinforcing rods 16 extend transversely to the longitudinal extent of the stone basket element 1.
  • the erection of the present Steinkorbelements takes place in the following manner. First, the retaining wall part 9 is placed on the ground. Then the retaining wall part 9 is hung on the front wall part 4, when the retaining wall part 9 at the same time also forms the bottom wall part 8 (see FIG. 5 ), or it is hung on the rear wall part 4, if the retaining wall part does not form the bottom wall part 8. Subsequently, the stone basket element is placed in the vertical position. Then the support rods 10, 11 are hooked (see FIG. 1 ). The stone basket element can then be filled, backfilled and immediately loaded. It is also advantageously possible to deliver the stone basket elements with the retaining wall parts 9 already fastened.
  • FIG. 7 it is also conceivable to provide a further retaining wall part 9 'in the case of particularly high stone basket elements whose height is, for example, 2 m, for example at half the height and to attach to the rear wall portion 4 in order to achieve a better grip of the stone basket element in the embankment material.
  • slope material is applied and compacted onto the lower base wall part 8 so that the surface runs the compacted slope material in the fastening plane of the upper retaining wall part 9 '.
  • This is then placed on the compacted embankment material and further embankment material is applied to the further bottom wall part 9 '.
  • sound-absorbing materials eg. As mats can be arranged.
  • the side wall parts 2 and 3 or 5 and 6 of one side have different lengths between their respective common connection edges and the respective connection edges with the front wall part 7 and 7 respectively with the rear wall part 4.

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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)
  • Architecture (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Revetment (AREA)

Description

Die vorliegende Erfindung betrifft ein Steinkorbelement zum Errichten von Stützmauern oder dergleichen.The present invention relates to a stone basket element for erecting retaining walls or the like.

Derartige Steinkorbelemente sind bekannt. Beispielsweise geht aus der DE 202 13 129 U1 ein Steinkorb zur Errichtung einer Lärmschutzwand hervor, der Wände aus Maschendraht besitzt, die miteinander verbunden sind, derart, dass der Steinkorb mindestens ein kleineres Abteil und ein größeres Abteil aufweist, wobei das größere Abteil mit Steinen und das kleinere Abteil mit Lärmdammmaterial gefüllt ist.Such stone basket elements are known. For example, goes from the DE 202 13 129 U1 a stone basket for the construction of a noise barrier, having walls of wire mesh, which are interconnected, such that the stone basket has at least a smaller compartment and a larger compartment, the larger compartment is filled with stones and the smaller compartment with noise dam material.

Aus der DE 86 08 720.7 U1 geht ein Steinkorb, insbesondere für Stütz- und Futtermauern hervor, bei dem die Wandteile, das Bodenteil und das Deckenteil aus rechteckigen Matten mit senkrecht gekreuzten Gitterdrähten bestehen. Dabei sind die Gitterdrähte der Matten an allen äußeren Wänden jeweils zu Ösen umgebogen, in welche zum Verbinden der Matten zu einem Korb Verbindungsstäbe einschiebbar sind, die wenigstens an einem ihrer beiden Enden ebenfalls zu einer Öse umgebogen sind.From the DE 86 08 720.7 U1 is a stone basket, especially for supporting and lining walls out, in which the wall parts, the bottom part and the top part of rectangular mats with vertically crossed grid wires. In this case, the grid wires of the mats are bent on all outer walls in each case to eyelets, in which for connecting the mats to a basket connecting rods are inserted, which are also bent at least at one of its two ends to an eyelet.

Aus der US-A-2005 0286980 ist ein steinkorbelement bekannt, das ein rechteckiges vorderes Wandteil, ein rechteckiges hinteres wandteil und Seitenwandteile umfasst, die einen Raum umschließen, in den Steine einfüllbar sind. Die Steinkorbelemente besitzen einen rechteckigen Querschnitt.From the US-A-2005 0286980 a stone basket element is known comprising a rectangular front wall portion, a rectangular rear wall portion and side wall portions surrounding a space into which stones are fillable. The stone basket elements have a rectangular cross-section.

Aus der WO-A-0040810 geht eine Stützmauer hervor, die aus Steinkorbelementen besteht, die einen rechteckigen Querschnitt besitzen und mit ihren vorderen und hinteren Wandteilen geradlinig aneinandergesetzt sind.From the WO-A-0040810 a retaining wall emerges, which consists of Steinkorbelementen, which is a rectangular Have cross-section and are juxtaposed with their front and rear wall parts in a straight line.

Aus der US-A-5 472 297 die als relevantester Stand der Technik angesehen wird gehen Steirikorbanordnungen hervor, bei denen Steinkorbelemente mit den Merkmalen des Oberbegriffes des Patentanspruches 1 im Bereich des vorderen bzw. hinteren Wandteiles derart aneinandergesetzt sind, dass sich geradlinige Stützwandstrukturen ergeben. Dabei teilen sich zwei benachbarte Steinkorbelemente jeweils ein vorderes Wandteil und ein hinteres Wandteil.From the US-A-5,472,297 considered to be the most relevant prior art Stiricorbanordnungen show in which stone basket elements with the features of the preamble of claim 1 in the region of the front and rear wall portion are set together in such a way that result in rectilinear support wall structures. In this case, two adjacent stone basket elements each share a front wall part and a rear wall part.

Die Aufgabe der vorliegenden Erfindung besteht darin, ein Steinkorbelement zu schaffen, das eine erhöhte Flexibilität bei der Erstellung von Manern, Wänden oder dergleichen ermöglicht.The object of the present invention is to provide a Steinkorbelement that allows increased flexibility in the creation of mans, walls or the like.

Diese Aufgabe wird durch ein Steinkorbelement mit den Merkmalen des Patentanspruches 1 gelöst.This object is achieved by a Steinkorbelement with the features of claim 1.

Der wesentliche Vorteil des erfindungsgemäßen Steinkorbelementes besteht darin, dass es so gestaltet ist, dass es zusammen mit anderen derartigen Steinkorbelementen zu Stützmauern, insbesondere zu Böschungsmauern oder dergleichen, zusammensetzbar ist, derart, dass die Mauern sehr flexibel im Hinblick auf gradlinige oder bogenförmige Verläufe gestaltbar sind.The essential advantage of the stone basket element according to the invention is that it is designed so that it can be assembled together with other such stone basket elements to support walls, in particular to embankment walls or the like, such that the walls are very flexible in terms of straight or curved courses can be designed ,

Ein wesentlicher Vorteil einer Ausgestaltung der vorliegenden Erfindung besteht darin, das die Steinkorbelemente eine besonders gute Standfestigkeit besitzen.A significant advantage of an embodiment of the present invention is that the stone basket elements have a particularly good stability.

Vorteilhafterweise sind die vorliegenden Steinkorbelemente gemäß einer weiteren Ausgestaltung der Erfindung kostengünstig aus handelsüblichen Drahtgittern herstellbar. Gemäß einer anderen Ausgestaltung der vorliegenden Erfindung sind die einzelnen Steinkorbelemente besonders einfach miteinander verbindbar.Advantageously, the present Steinkorbelemente are produced in accordance with a further embodiment of the invention inexpensively from standard wire mesh. According to another embodiment of the present invention, the individual stone basket elements are particularly easy to connect to each other.

Im Folgenden werden die Erfindungen und deren Ausgestaltungen im Zusammenhang mit den Figuren näher erläutert. Es zeigen:

  • Figur 1 ein Steinkorbelement in perspektivischer Darstellung;
  • Figur 2 das Steinkorbelement der Figur 1 von oben her gesehen;
  • Figur 3a, 3b schematische Darstellungen von beispielhaften Formen von Mauern, die aus mehreren Steinkorbelementen zusammengesetzt sind;
  • Figuren 4a, 4b bevorzugte Verbindungsvorrichtungen zur Befestigung benachbarter Steinkorbelemente aneinander; und
  • Figuren 5 bis 7 Beispiele für mit den Steinkorbelementen hergestellte Böschungen.
In the following, the inventions and their embodiments are explained in more detail in connection with the figures. Show it:
  • FIG. 1 a Steinkorbelement in perspective view;
  • FIG. 2 the stone basket element of FIG. 1 seen from above;
  • Figure 3a, 3b schematic representations of exemplary forms of walls, which are composed of several Steinkorbelementen;
  • FIGS. 4a, 4b preferred connecting devices for fastening adjacent stone basket elements to each other; and
  • FIGS. 5 to 7 Examples of embankments made with stone basket elements.

Im wesentlichen besteht ein Steinkorbelement 1 gemäß Figur 1 aus einem vorderen Wandteil 7, einem parallel dazu verlaufenden hinteren Wandteil 4, rechten Seitenwandteilen 2, 3, linken Seitenwandteilen 5, 6, einem Bodenwandteil 8, einem nach außen von dem vorderen wandteil 7 vorstehenden Haltewandteil 9 und wenigstens einem, vorzugsweise jedoch zwei das Haltewandteile 9 mit dem hinteren Wandteil 4 verbindenden Haltestäben 10, 11.Essentially, a stone basket element 1 according to FIG. 1 from a front wall part 7, a rear wall part 4 extending parallel thereto, right side wall parts 2, 3, left side wall parts 5, 6, a bottom wall part 8, a retaining wall part 9 protruding outwards from the front wall part 7 and at least one, but preferably two, the retaining wall parts 9 with the rear wall part 4 connecting holding rods 10, 11th

Es wird darauf hingewiesen, dass in den zuvor genannten Figuren die Steitenwandteile der Steinkörbe jeweils gleiche Längen besitzen. Die vorliegende Erfindung betrifft jedoch Steinkorbelemente nach Anspruch 1, bei denen die Seitenwandteile einer Seite jeweils unterschiedliche Längen aufweisen.It should be noted that in the aforementioned figures, the Steitenwandteile the stone baskets each have the same lengths. However, the present invention relates to stone basket elements according to claim 1, wherein the side wall portions of a side each have different lengths.

Im Querschnitt gesehen weist das aus den Wandteilen 2 bis 8 bestehende Steinkörbelement 1 von oben gesehen (Figur 2) einen Querschnitt in der Form eines langgestreckten Sechsecks auf, wobei das vordere Wandteil 7 und das hintere Wandteil 4 parallel zueinander verlaufen. Die rechten Seitenwandteile 2 und 3 sind jeweils unter einem stumpfen Winkel α1, der vorzugsweise etwa 135° beträgt, an die entsprechenden Außenkanten des vorderen Wandteiles 7 bzw. des hinteren Wandteiles 4 angeformt und unter einem Winkel α2, der vorzugsweise 90° beträgt, miteinander verbunden. Entsprechend sind die linken Seitenwandteile 5 und 6 jeweils mit einem Außenrand des vorderen Wandteiles 7 bzw. des hinteren Wandteiles 4 unter dem Winkel α1 verbunden und unter dem Winkel α2 miteinander verbunden. Vorzugsweise weisen die Wandteile 4 und 7 etwa die Abmessungen 50 oder 75 oder 100 mal 100 cm, die Seitenwandteile 2 und 6 etwa die Abmessungen 16 mal 50 oder 75 oder 100 cm, die Seitenwandteile 3 und 5 etwa die Abmessungen 23 mal 50 oder 75 oder 100 cm und das Haltewandteil 9 etwa die Abmessungen 70 mal 55 bis 75 cm auf.Seen in cross section, consisting of the wall parts 2 to 8 Steinkörbelement 1 seen from above ( FIG. 2 ) has a cross section in the shape of an elongated hexagon, wherein the front wall part 7 and the rear wall part 4 are parallel to each other. The right side wall parts 2 and 3 are each formed at an obtuse angle α1, which is preferably about 135 °, to the corresponding outer edges of the front wall part 7 and the rear wall part 4 and connected at an angle α2, which is preferably 90 ° , Accordingly, the left side wall portions 5 and 6 are each connected to an outer edge of the front wall portion 7 and the rear wall portion 4 at the angle α1 and under the Angle α2 connected together. Preferably, the wall parts 4 and 7 have the dimensions 50 or 75 or 100 by 100 cm, the side wall parts 2 and 6 have the dimensions 16 by 50 or 75 or 100 cm, the side wall parts 3 and 5 by the dimensions 23 by 50 or 75 or 100 cm and the retaining wall part 9 approximately the dimensions 70 times 55 to 75 cm.

Jedes Wandteil 2 bis 8 besteht vorzugsweise aus einem gitterförmigen Drahtgeflecht. Vorzugsweise sind die Seitenwandteile 2 bis 7 aus einem einzigen Gitterwandteil durch Biegen desselben geformt, wobei die einander zugewandten Endkanten des bandförmigen Gitterwerkes miteinander verbunden, insbesondere verschweißt oder verhakt sind. Vorzugsweise sind die einzelnen Gitterstäbe der Wandteile 2 bis 8 und des Haltewandteiles 9 an den jeweiligen Überkreuzungen ebenfalls aneinander verschweißt.Each wall part 2 to 8 preferably consists of a grid-shaped wire mesh. Preferably, the side wall parts 2 to 7 are formed from a single lattice wall part by bending the same, wherein the mutually facing end edges of the band-shaped lattice work connected to each other, in particular welded or hooked. Preferably, the individual bars of the wall parts 2 to 8 and the retaining wall part 9 at the respective crossovers are also welded together.

Das Bodenwandteil 8 ist vorzugsweise einstückig mit dem Haltewandteil 9 ausgebildet, wobei der das Bodenwandteil 8 bildende Bereich vorzugsweise über den ganzen oder größten Teil der Länge der unteren Kanten des hinteren Wandteiles 4 und des vorderen Wandteiles 7 verläuft und mit diesen Kanten verbunden ist. Das Bodenwandteil 8 kann auch die gesamte Boden- bzw. Grundfläche des Seinkorbelementes bedecken.The bottom wall part 8 is preferably formed integrally with the retaining wall part 9, wherein the area forming the bottom wall part 8 preferably extends over the whole or most of the length of the lower edges of the rear wall part 4 and the front wall part 7 and is connected to these edges. The bottom wall part 8 may also cover the entire bottom or base of the Seinkorbelementes.

Bei der Ausführungsform der Figur 5 ist das einstückig mit dem Haltewandteil 9 ausgebildete Bodenwandteil 8 mit seiner dem vorderen Wandteil 7 zugewandten Kante an der unteren Kante des vorderen Wandteiles 7 verschwenkbar verbunden, so dass es zur Raumersparnis und leichten Handhabung beim Transport einfach auf die Außenseite des vorderen Wandteiles 7 geschwenkt werden kann.In the embodiment of the FIG. 5 the integrally formed with the retaining wall part 9 bottom wall part 8 is pivotally connected to its front wall portion 7 facing edge at the lower edge of the front wall portion 7 so that it can be easily pivoted to the space saving and easy handling during transport to the outside of the front wall part 7 ,

Der das Haltwandteil 9 bildende Bereich steht über das hintere Wandteil 4 eine vorbestimmte Länge (z. B: 20 bis 50 cm) nach hinten vor. Zur Stabilisierung ist das Haltewandteil 9 mit dem hinteren Wandteil 4 mit der Hilfe wenigstens eines, vorzugsweise jedoch mit der Hilfe von zwei oder auch mehreren voneinander in Längsrichtung des hinteren Wandteiles 4 und des Haltewandteiles 9 beabstandeten Haltestäben 10, 11 verbunden. Die oberen Enden der Haltestäbe 10, 11 sind vorzugsweise dadurch am hinteren Wandteil 4 befestigt, dass ihre Enden um einen horizontal oder vertikal verlaufenden Gitterstab oder um einen Kreuzungspunkt von Gitterstäben herumgebogen sind. Entsprechend sind die unteren Enden vorzugsweise dadurch mit den Haltewandteilen 9 verbunden, dass ihre Enden um einen parallel zur unteren Kante des hinteren Wandteiles 4 verlaufenden Gitterstab oder um einen senkrecht zur unteren Kante des hinteren Wandteiles 4 verlaufenden Gitterstab oder um einen Überkreuzungspunkt von Gitterstäben herumgebogen sind. Die Länge der Haltestäbe 10, 11 ist so bemessen, dass das Haltewandteil 9 in der Ebene des Bodenwandteiles 8 und senkrecht zur Ebene des hinteren Wandteiles 4 verläuft.The region forming the retaining wall part 9 projects beyond the rear wall part 4 a predetermined length (eg 20 to 50 cm) towards the rear. To stabilize the retaining wall part 9 with the rear wall part 4 with the help of at least one, but preferably with the help of two or more spaced apart in the longitudinal direction of the rear wall part 4 and the retaining wall part 9 holding rods 10, eleventh connected. The upper ends of the support rods 10, 11 are preferably attached to the rear wall portion 4 by having their ends bent around a horizontal or vertical grid bar or about a crossing point of bars. Accordingly, the lower ends are preferably connected to the retaining wall parts 9, that their ends are bent around a parallel to the lower edge of the rear wall portion 4 extending bar or around a perpendicular to the lower edge of the rear wall portion 4 extending bar or around a crossing point of bars. The length of the support rods 10, 11 is dimensioned such that the support wall part 9 extends in the plane of the bottom wall part 8 and perpendicular to the plane of the rear wall part 4.

Beim Gebrauch der Steinkorbelemente 1 werden in dem von den Wandteilen 2 bis 8 umschlossenen Raum von oben her Steine (nicht dargestellt) eingebracht. Bei der Bildung einer Böschung mit den Steinkorbelementen 1 wird auf die Seite der zu bildenden Böschung, der das hintere Wandteil 4 zugewandt ist, die Böschung bildendes Erd- und oder Steinmaterial aufgebracht. Dadurch, dass dieses Erd- und/oder Steinmaterial auf den Haltewandteilen 9 der einzelnen Steinkorbelemente 1 aufliegt, wird die Standfestigkeit der Steinkorbelemente 1 zusätzlich zu der durch das Gewicht der eingefüllten Steine bewirkten Standfestigkeit weiter beträchtlich durch das Gewicht des auf den Haltewandteilen 9 lastenden Böschungsmaterials erhöht. Es ist auch denkbar, das Haltewandteil 9 und/oder das Bodenwandteil 8 zur noch weiteren Erhöhung der Standfestigkeit des Steinkorbelementes 1 in eine Betonschicht 20 einzubetten, wie dies die Figur 6 zeigt.When using the stone basket elements 1, stones (not shown) are introduced from above into the space enclosed by the wall parts 2 to 8. When forming an embankment with the stone basket elements 1, the embankment-forming earth and / or stone material is applied to the side of the embankment to be formed, which faces the rear wall part 4. Due to the fact that this earth and / or stone material rests on the retaining wall parts 9 of the individual stone basket elements 1, the stability of the stone basket elements 1 in addition to the stability caused by the weight of the filled stones is further increased considerably by the weight of the embankment material bearing on the retaining wall parts 9 , It is also conceivable to embed the retaining wall part 9 and / or the bottom wall part 8 in order to increase the stability of the stone basket element 1 even further in a concrete layer 20, like the latter FIG. 6 shows.

Dadurch, dass die Steinkorbelemente 1 in der erläuterten sechseckigen Form ausgestaltet sind, ergeben sich gemäß den Figuren 3a, 3b beliebige Möglichkeiten zur Gestaltung der aus den Steinkorbelementen 1 gebildeten Mauern bzw. Stützmauern. Gemäß Figur 3a können die Steinkorbelemente 1 in einer Reihe geradlinig nebeneinander angeordnet werden, um eine geradlinige Stützmauer zu bilden. Dabei können die einander zugewandten Endkanten der jeweiligen Seitenwandteile 2, 3 und 5, 6 gemäß Figur 4a vorzugsweise dadurch miteinander verbunden werden, dass zwei benachbarte Steinkorbelemente 1 im Bereich ihrer Endkanten ineinander geschoben werden, so dass von oben her ein Verbindungsstab 12 in den Überlappungsbereich der Spitzenbereiche der Seitenwandteile 2, 3 und 5, 6 eingeschoben und im Untergrund verankert werden kann. Ein Verrutschen der Steinkorbelemente 1 beim Befüllen mit Steinen wird dadurch verhindert.The fact that the Steinkorbelemente 1 are configured in the illustrated hexagonal shape, resulting according to the FIGS. 3a, 3b Any options for designing the walls or retaining walls formed from the stone basket elements 1. According to FIG. 3a For example, the stone basket elements 1 can be arranged in a row in a straight line next to one another in order to form a rectilinear retaining wall. In this case, the mutually facing end edges of the respective side wall parts 2, 3 and 5, 6 according to FIG. 4a preferably be connected to each other by two adjacent stone basket elements 1 are pushed into each other in the region of their end edges, so that from above a connecting rod 12 in the overlapping region of the tip portions of the side wall parts 2, 3 and 5, 6 can be inserted and anchored in the ground. Slippage of stone basket elements 1 when filling with stones is prevented.

In der aus der Figur 3b ersichtlichen Weise können die gemäß Figur 3a aneinandergesetzten Steinkorbelemente 1 zur Bildung einer bogenförmigen Stützmauer gegeneinander (z.B. um den Verbindungsstab 12) verschwenkt werden.In the from the FIG. 3b apparent manner, according to FIG. 3a Stone basket elements 1 set against one another are pivoted against one another (eg, around connecting rod 12) to form an arcuate retaining wall.

Gemäß Figur 4b ist eine Verbindung der einzelnen Steinkorbelemente 1 miteinander auch dadurch möglich, dass in jeden Spitzenbereich der einander zugewandten Seitenwandteile 2, 3 und 5, 6 ein Verbindungsstab 13, 14 in der zuvor beschriebenen Weise eingebracht bzw. eingeschlagen wird, wobei dann die beiden Verbindungsstäbe 13, 14 mit der Hilfe eines sie umschließenden Ringgliedes 15 (gepunktete Linie) miteinander verbunden werden. Diese Variante hat den Vorteil, dass sie das Aneinanderliegen zweier Seitenwandteile 3, 5 ermöglicht, wie dies in der Figur 3b rechts dargestellt ist.According to FIG. 4b is a connection of the individual Steinkorbelemente 1 together also possible in that in each tip region of the facing side wall parts 2, 3 and 5, 6, a connecting rod 13, 14 is introduced or taken in the manner described above, in which case the two connecting rods 13, 14 with the help of an enclosing ring member 15 (dotted line) are interconnected. This variant has the advantage that it allows the juxtaposition of two side wall parts 3, 5, as shown in the FIG. 3b is shown on the right.

Die so aneinander anliegenden Steinkorbelemente 1 können in diesem Fall unter einem Winkel α3 von 90° zueinander verlaufen.The stone basket elements 1 resting against one another can in this case extend at an angle α3 of 90 ° to one another.

Vorzugsweise handelt es sich bei den einzelnen Gitterstäben um handelsübliche Stahlstäbe mit einem Durchmesser von etwa 5 mm. Die Haltestäbe 10, 11 besitzen vorzugsweise etwa einen Durchmesser von etwa 8 mm.Preferably, the individual bars are commercially available steel bars with a diameter of about 5 mm. The support rods 10, 11 preferably have about a diameter of about 8 mm.

Mit den Steinkorbelementen 1 wird eine Stützmauer vorzugsweise in der folgenden Weise errichtet. Zunächst werden die leeren Steinkorbelemente 1 in einer der gewünschten Form der zu erstellenden Mauer entsprechenden Weise aneinandergesetzt und wie oben erläutert miteinander verbunden. Anschließend werden die einzelnen Steinkorbelemente 1 mit Steinen befüllt. Schließlich wird auf der Seite des hinteren Wandteiles 4 auf die Haltewandteile 9 das Böschungsmaterial bzw. wie oben erwähnt zunächst eine Betonschicht 20 und darauf das Böschungsmaterial aufgebracht. Auf diese Weise entsteht eine beliebig geformte und äußerst stabile Mauer. Dadurch, dass sich die Haltewandteile 9 benachbarter, winkelig zueinander verlaufenden Steinkorbelemente 1 teilweise überlappen (Figur 3b), wird nach dem Auftragen des Böschungsmateriales bzw. der Betonschicht 20 und dem Böschungsmaterial die Stabilität der erstellten Mauer weiter erhöht, weil benachbarte Steinkorbelemente 1 dabei auch bodenseitig miteinander im Überlappungsbereich der Haltewandteile 9 verbunden werden.With the stone basket elements 1, a retaining wall is preferably erected in the following manner. First, the empty stone basket elements 1 are put together in a manner corresponding to the desired shape of the wall to be created and connected to one another as explained above. Subsequently, the individual stone basket elements 1 are filled with stones. Finally, on the side of the rear wall part 4 on the retaining wall parts 9, the embankment material or as mentioned above, first a concrete layer 20 and applied thereon the embankment material. In this way creates an arbitrarily shaped and extremely stable wall. Due to the fact that the retaining wall parts 9 of adjacent, angularly extending stone basket elements 1 partly overlap ( FIG. 3b ), the stability of the created wall is further increased after the application of the slope material or the concrete layer 20 and the slope material, because adjacent Steinkorbelemente 1 are also connected to each other on the bottom side in the overlapping region of the retaining wall parts 9.

Nach dem Einfüllen der Steine kann das Steinkorbelement oberseitig durch ein nicht näher dargestelltes Deckelteil, das ebenfalls aus einem Gitterwerk besteht, verschlossen werden. Wie dies in der Figur 2 schematisch dargestellt ist, können das hintere Wandteil 4 und das vordere Wandteil 7 durch mehrere Verstärkungsstäbe 16 zur Erhöhung der Stabilität miteinander verbunden sein, wobei die Verstärkungsstäbe 16 quer zur Längserstreckung des Steinkorbelementes 1 verlaufen.After filling the stones, the stone basket element can on the top side by a not-shown cover part, which also consists of a lattice, be closed. Like this in the FIG. 2 is shown schematically, the rear wall portion 4 and the front wall portion. 7 be connected to one another by a plurality of reinforcing rods 16 to increase the stability, wherein the reinforcing rods 16 extend transversely to the longitudinal extent of the stone basket element 1.

Gemäß Figur 6 werden dann, wenn die Steinkorbelemente 1 eine vorbestimmte Höhe überschreiten, vorzugsweise übereinander mehrere Verstärkungsstäbe 16 vorgesehen. Die einen Enden der zugeordneten Haltestäbe 10, 11 enden dann vorzugsweise jeweils an den ihnen zugewandten Befestigungsorten der Verstärkungsstäbe 16.According to FIG. 6 Then, when the stone basket elements 1 exceed a predetermined height, preferably a plurality of reinforcing rods 16 are provided one above the other. The one ends of the associated holding rods 10, 11 then preferably end in each case at the fastening locations of the reinforcing rods 16 facing them.

Insbesondere dann, wenn die vorliegenden Steinelemente schon gefüllt vertrieben werden, ist es vorteilhaft, das Bodenwandteil 19 plattenförmig auszugestalten, um ein Herausfallen des Füllmaterials zu verhindern.In particular, when the present stone elements are already sold filled, it is advantageous to design the bottom wall portion 19 plate-shaped, to prevent falling out of the filling material.

Das Aufstellen des vorliegenden Steinkorbelements erfolgt in der folgenden Weise. Zunächst wird das Haltewandteil 9 auf den Untergrund aufgelegt. Dann wird das Haltewandteil 9 am vorderen Wandteil 4 eingehängt, wenn das Haltewandteil 9 gleichzeitig auch das Bodenwandteil 8 bildet (siehe Figur 5), oder es wird am hinteren Wandteil 4 eingehängt, wenn das Haltewandteil nicht das Bodenwandteil 8 bildet. Anschließend wird das Steinkorbelement in die vertikale Lage aufgestellt. Dann werden die Haltestäbe 10, 11 eingehakt (siehe Figur 1). Das Steinkorbelement kann dann befüllt, hinterfüllt und sofort belastet werden. Es ist vorteilhafterweise auch denkbar, die Steinkorbelemente mit den bereits befestigten Haltewandteilen 9 auszuliefern.The erection of the present Steinkorbelements takes place in the following manner. First, the retaining wall part 9 is placed on the ground. Then the retaining wall part 9 is hung on the front wall part 4, when the retaining wall part 9 at the same time also forms the bottom wall part 8 (see FIG. 5 ), or it is hung on the rear wall part 4, if the retaining wall part does not form the bottom wall part 8. Subsequently, the stone basket element is placed in the vertical position. Then the support rods 10, 11 are hooked (see FIG. 1 ). The stone basket element can then be filled, backfilled and immediately loaded. It is also advantageously possible to deliver the stone basket elements with the retaining wall parts 9 already fastened.

Gemäß Figur 7 ist es auch denkbar, bei besonders hohen Steinkorbelementen, deren Höhe beispielsweise bei 2 m liegt, z.B. auf halber Höhe ein weiteres Haltewandteil 9' vorzusehen und an dem hinteren Wandteil 4 zu befestigen, um einen besseren Halt des Steinkorbelements im Böschungsmaterial zu erreichen. Dabei wird zunächst auf das untere Bodenwandteil 8 Böschungsmaterial aufgebracht und verdichtet, sodass die Oberfläche das verdichtete Böschungsmaterial in der Befestigungsebene des oberen Haltewandteils 9' verläuft. Dieses wird dann auf das verdichtete Böschungsmaterial aufgelegt und es wird weiteres Böschungsmaterial auf das weitere Bodenwandteil 9' aufgebracht. Vorzugsweise liegen die Befestigungspunkte, an denen das weitere Haltewandteil 9' an dem hinteren Wandteil 4 befestigt ist, in der Ebene, in der auch die mit dem unteren Haltewandteil 9 verbundenen Haltestäbe 10, 11 mit dem hinteren Wandteil 4 verbunden sind. Entsprechende weitere Haltestäbe 10' sind vorzugsweise zwischen dem oberen Haltewandteil 9' und dem hinteren Wandteil 4 vorgesehen.According to FIG. 7 it is also conceivable to provide a further retaining wall part 9 'in the case of particularly high stone basket elements whose height is, for example, 2 m, for example at half the height and to attach to the rear wall portion 4 in order to achieve a better grip of the stone basket element in the embankment material. At first, slope material is applied and compacted onto the lower base wall part 8 so that the surface runs the compacted slope material in the fastening plane of the upper retaining wall part 9 '. This is then placed on the compacted embankment material and further embankment material is applied to the further bottom wall part 9 '. Preferably, the attachment points at which the further retaining wall part 9 'is attached to the rear wall part 4, in the plane in which the holding rods 10, 11 connected to the lower retaining wall part 9 are connected to the rear wall part 4. Corresponding further retaining rods 10 'are preferably provided between the upper retaining wall part 9' and the rear wall part 4.

Um eine besonders gute Schalldämpfung der vorliegenden Steinkorbelemente bzw. der mit diesen gebildeten Mauern zu erreichen, können in ihnen vor dem Befüllen schallabsorbierende Materialien, z. B. Matten angeordnet werden.In order to achieve a particularly good sound attenuation of the present stone basket elements or the walls formed with them, sound-absorbing materials, eg. As mats can be arranged.

Um eine erhöhte Flexibilität bei der Erstellung von Mauern, Wänden oder dergleichen aus den vorliegenden Steinkorbelementen zu erreichen, weisen die Seitenwandteile 2 und 3 bzw. 5 und 6 einer Seite unterschiedliche Längen zwischen ihren jeweiligen gemeinsamen Verbindungskanten und den jeweiligen Verbindungskanten mit dem vorderen Wandteil 7 bzw. mit dem hinteren Wandteil 4 auf.In order to achieve increased flexibility in the creation of walls, walls or the like from the present stone basket elements, the side wall parts 2 and 3 or 5 and 6 of one side have different lengths between their respective common connection edges and the respective connection edges with the front wall part 7 and 7 respectively with the rear wall part 4.

Claims (27)

  1. Gabion element for constructing supporting walls or the like having a cavity enclosed by a rectangular front wall section (7), a rectangular rear wall section (4) running parallel to the front wall section (7) and lateral wall sections (2, 3, 5, 6) which can be filled with stones, wherein a rectangular lateral wall section (2, 3, 5, 6) is each arranged on the lateral edges of the front wall section (7) and the lateral edges of the rear wall section (4), wherein the free edges of two lateral wall sections (2, 3 and/or 5, 6) of one side are connected to each other in such a way that a hexagonal cross-section of the gabion element (1) is formed, and wherein the angle (α1) between each lateral edge of the front or rear wall section (7, 4) and the allocated lateral wall section (2, 3 and/or 5, 6) is an obtuse angle (α1), characterized in that the lateral wall sections (2, 3 and/or 5, 6) of each side of the gabion element (1) are connected to each other at an acute angle (α2) or at an angle of 90°, that the lateral wall sections (2, 3 and/or 5, 6) of each side of the gabion element (1) have different lengths between their respective common joining edges and the respective joining edges of the front wall section (7) and the rear wall section (4) and that, on the rear wall section (4), a supporting wall section (9) is arranged which protrudes outwards beyond the base of the gabion element (1) and is secured to the rear wall section (4) by means of at least one retaining member in such a way that the supporting wall section (9) extends on approximately the same plane as the base of the gabion element (1).
  2. Gabion element according to claim 1, characterized in that the obtuse angle (α1) is approximately 135°.
  3. Gabion element according to claim 1 or 2, characterized in that the retaining member has the shape of a supporting bar (10, 11).
  4. Gabion element according to one of claims 1 to 3, characterized in that the supporting wall section (9) is formed integrally with a bottom wall section (8) forming the entire base or at least part of the base of the gabion element (1).
  5. Gabion element according to claim 4, characterized in that the bottom wall section (8) and the supporting wall section (9) integrally formed therewith is pivotably mounted on the lower edge of the front wall section (7) in such a way that the bottom wall section (8) can be pivoted around the integrally formed supporting wall section (9) parallel to the front wall section (7) for the transportation of the gabion element (1).
  6. Gabion element according to claim 4 or 5, characterized in that the bottom wall section (8) and the supporting wall section (9) integrally formed therewith extend along the entire or major part of the lower longitudinal edges of the front and rear wall section (7, 4).
  7. Gabion element according to one of claims 1 to 6, characterized in that at least two supporting bars (10, 11) spaced from each other are provided in the longitudinal direction of the front wall section (7).
  8. Gabion element according to claim 7, characterized in that one part of the ends of the supporting bar or supporting bars (10, 11) is pivotably connected to the front wall section (7), and the other part of the ends of the supporting bar or supporting bars (10, 11) is pivotably connected to the supporting wall section (9).
  9. Gabion element according to one of claims 1 to 8, characterized in that at least one reinforcing element, preferably a reinforcing bar (16), extends between the front wall section (7) and the rear wall section (4).
  10. Gabion element according to claim 9, characterized in that a plurality of reinforcing bars (16) are provided in the longitudinal direction of the front and rear wall section (7, 4) by being spaced from each other.
  11. Gabion element according to claim 9 or 10, characterized in that, above a predefined height of the gabion element (1), reinforcement bars (16) are attached to the rear wall section (4) at different heights.
  12. Gabion element according to one of claims 9 to 11, characterized in that one part of the ends of the supporting bars (10, 11) are attached to those points of the rear wall section (4) to which the reinforcing bars (16) are connected to the rear wall section (4).
  13. Gabion element according to claim 11 or 12, characterized in that the supporting bars (10, 11) arranged on top of each other extend approximately parallel to each other.
  14. Gabion element according to one of claims 1 to 13, characterized in that the lateral tip areas of two adjacent gabion elements (1) facing each other are connected to each other such that the tip areas are arranged in a manner to fit into each other and a connecting bar (12) is inserted into the overlapping tip areas from above and preferably driven into the ground.
  15. Gabion element according to one of claims 1 to 13, characterized in that the lateral tip areas of two adjacent gabion elements (1) facing each other are connected to each other such that, in each tip area, a connecting bar (13, 14) is arranged in a vertically extending manner and preferably driven into the ground and that the two connecting bars (13, 14) are connected to each other by means of at least one member, preferably an annular member (15), winding around the latter.
  16. Gabion element according to one of claims 1 to 15, characterized in that the front wall section (7), the rear wall section (4), the lateral wall sections (2, 3, 5, 6)(where applicable) and the bottom wall section (8) (where applicable) with the supporting wall section (9) preferably integrally formed therewith are each formed by intersecting lattice bars.
  17. Gabion element according to one of claims 1 to 15, characterized in that the front wall section (7), the rear wall section (4), the lateral wall sections (2, 3, 5, 6) and the supporting wall section (9) are each formed by intersecting lattice bars and that the bottom wall section (8) is formed in a plate-shaped manner.
  18. Gabion element according to claim 16 or 17, characterized in that the lattice bars run vertically to each other.
  19. Gabion element according to one of claims 16 to 18, characterized in that the lattice bars have a diameter of approximately 5 mm.
  20. Gabion element according to one of claims 1 to 19, characterized in that the supporting bars (10, 11) and/or the reinforcing bars (16) have a diameter of approximately 8 mm.
  21. Gabion element according to one of claims 1 to 20, characterized in that a further supporting wall section (9') is pivotably arranged above the supporting wall section (9) at the rear wall section (4).
  22. Gabion element according to claim 21, characterized in that the fastening points at which the further supporting wall section (9') is attached to the rear wall section (4) are located on the plane on which the supporting bars (10, 11) connected to the supporting wall section (9) are connected to the rear wall section (4).
  23. Gabion element according to claim 21 or 22, characterized in that further supporting bars (10') are provided, extending between the further supporting wall section (9') and the rear wall section (4) to the side of the supporting wall section (9) facing away from the further supporting wall section (9').
  24. Gabion element according to one of claims 1 to 23, characterized in that sound-absorbing elements are arranged in its interior.
  25. Method for constructing a supporting wall or the like having gabions (1) according to one of claims 1 to 24, characterized in that a concrete layer (20) is applied to the supporting wall sections (9) and/or the bottom wall sections (8) of the gabion elements (1) arranged adjacent to each other and that embankment material is applied to the concrete layer (20) above the supporting wall section (9).
  26. Method for constructing a supporting wall or the like having gabions, (1) according to one of claims 1 to 24, characterized in that embankment material is applied to the supporting wall sections (9) of the gabion elements (1) arranged adjacent to each other.
  27. Method for constructing a supporting wall or the like having gabions (1) according to one of claims 21 to 24, characterized in that the embankment material applied to the supporting wall sections (9) or the concrete layer (20) (where applicable) is compressed such that the further supporting wall section (9') can be arranged on the surface of the compressed embankment material and that further embankment material is applied to the further supporting wall section (9').
EP20070017403 2006-09-06 2007-09-05 Gabion element for constructing supporting walls or similar Not-in-force EP1898005B1 (en)

Applications Claiming Priority (1)

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DE200610041880 DE102006041880A1 (en) 2006-09-06 2006-09-06 Stone basket element for erecting retaining walls or the like

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EP1898005A3 EP1898005A3 (en) 2009-01-28
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DE202008010662U1 (en) 2008-08-12 2008-10-16 Strobel, Meikel gabion
IT1400458B1 (en) * 2009-10-30 2013-05-31 Dalla Gassa ARMORING ELEMENT FOR THE CONTAINMENT OF LANDS AND CONTAINMENT STRUCTURE REALIZED USING THESE ARMORING ELEMENTS.

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58178726A (en) * 1982-04-12 1983-10-19 Furii Kogyo Kk Protection of slope
CH665862A5 (en) 1985-04-10 1988-06-15 Fuellemann & Co Stone basket for supporting wall - has connecting bars with end eyes oblong in lengthwise direction
FR2601399B3 (en) * 1986-07-10 1988-08-12 Fullemann Co BASKET BASE, IN PARTICULAR FOR THE REALIZATION OF RETAINING WALLS AND COVERING.
ATE130065T1 (en) 1989-04-07 1995-11-15 Hesco Bastion Ltd BUILDING BLOCKS AND SUPPORT BLOCKS.
IT1264876B1 (en) * 1993-06-22 1996-10-17 Rdb Plastotecnica Spa PROCEDURE FOR THE CREATION OF A CELL STRUCTURE FOR THE CONTAINMENT OF INCOHERENT MATERIAL FOR STABILIZATION AND
JP3495781B2 (en) * 1994-05-30 2004-02-09 株式会社ジオシステム Vegetation retaining structure
DE29802378U1 (en) * 1998-02-12 1998-06-25 Nacken, Hubert, 78256 Steißlingen Device for filling baskets, in particular gabion baskets
WO2000031350A1 (en) * 1998-11-20 2000-06-02 Sytec Bausysteme Ag Support wall system
GB9900363D0 (en) 1999-01-08 1999-02-24 Hesco Bastion Ltd Improvements relating to cage structures
FR2807456B1 (en) * 2000-04-10 2004-09-03 Joseph Golcheh DEVICE FOR SUPPORTING AND / OR STABILIZING WALL, MERLON, TALUS
FR2825392B3 (en) * 2001-05-31 2003-03-21 Pierre Roger Yvon Cuisset PROTECTION FROM FIRE BY GABIONS ANCHORED FENCING OF WORKS OF LAND REINFORCED BY GEOTEXTILES OR THE LIKE
DE20213129U1 (en) 2002-08-22 2002-11-14 Bosshard + Staerkle Ag, Zug Stone basket for erecting a noise barrier
DE20218701U1 (en) * 2002-11-25 2003-02-13 Rothfuss, Thomas, 71735 Eberdingen Method for securing wire baskets in retaining wall with mesh panels attached to the baskets and buried in the infill behind the baskets
US7033118B2 (en) 2004-06-23 2006-04-25 Hilfiker Pipe Company Compressible welded wire retaining wall and rock face for earthen formations

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DE102006041880A1 (en) 2008-03-27
EP1898005A2 (en) 2008-03-12

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