EP1712687A1 - Retaining apparatus - Google Patents

Retaining apparatus Download PDF

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Publication number
EP1712687A1
EP1712687A1 EP20060007628 EP06007628A EP1712687A1 EP 1712687 A1 EP1712687 A1 EP 1712687A1 EP 20060007628 EP20060007628 EP 20060007628 EP 06007628 A EP06007628 A EP 06007628A EP 1712687 A1 EP1712687 A1 EP 1712687A1
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EP
European Patent Office
Prior art keywords
support
mesh
box
supporting
support device
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EP20060007628
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German (de)
French (fr)
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EP1712687B1 (en
Inventor
Jochen Schüssler
Christian Stegmann
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Individual
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Individual
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    • 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 a supporting device with a mesh screen box, which is to be filled to form a wall with filling material, consisting essentially of a mesh material, with a filling material holding the mesh size and a use of a support device.
  • DE 101 11 670 A1 discloses a mesh screen box for use as slope protection and / or containment of material such as soil, rocks, recycled material or the like.
  • the mesh lattice box has at least two lattice elements, which are connected to one another via a connecting part, which is formed by one of the lattice elements.
  • the device is suitable for slope or embankment protection in gardening and landscaping.
  • a disadvantage is that the lattice box, in order to ensure adequate stabilization of the slope, must be very well formed. In particular, she must be very deep. This requires a large amount of mesh box material and filler. It takes a very long time to produce necessary.
  • Object of the present invention is to provide a support device, while avoiding the disadvantages of the prior art, which is easy to set up and ensures a secure fit.
  • the object is achieved by a support device introduced by way of introduction, wherein from a longitudinal side in a lower support region of the mesh lattice box projects at least in longitudinal sections a support element which is open towards the top of the mesh lattice box and extends at least partially in the longitudinal direction.
  • the mesh lattice box according to the invention is kept stable in Haitispiei with the action of a support member.
  • the support device appears as an L-like shape when viewed from the side. Due to the static properties of the device, on the one hand, it is possible to be set up as a single wall or to securely retain material behind it in the form of a mass accumulation.
  • the mesh lattice box can thus be made much thinner without compromising stability.
  • the support element which is formed projecting in the sense of a support leg of the lower support region.
  • the support element is formed at least partially extending in the longitudinal direction to provide a support area for slope or slope material and / or to provide a sufficient footprint.
  • the support element can be arranged in a support region between the base and a determined by the size and the shape of the mesh and the mesh thereon impinging forces, higher up area.
  • the support element is preferably designed to increase the stability with a circumferentially closed grid.
  • the support element takes over a part of the holding forces, in particular the longitudinal forces, which are exerted by a one-sided loading with a slope or slope material on the longitudinal side on which the support device is arranged.
  • the support device is preferably hidden under the embankment and slope material, so that on the one hand only the thinner wall is visible.
  • the support element does not have to be separately fastened, for example, to a substrate, but to ensure stability, it is sufficient to place the support device on the preferably flat floor.
  • the mesh grid design allows a very easy training of the support device, which can be prefabricated and also easy to transport.
  • material with larger gaps than the hand or embankment material can be used on and under the support element, for example the same filling material as for filling the mesh lattice box. In this way, a very good drainage of the underlying slope area is ensured, for example, against dammed rainwater, without additional complex drainage devices such as concreted drains or the like would have to be arranged there.
  • the mesh grid box can be filled with a wide variety of materials, with the mesh size chosen to ensure that filler elements of average size are securely held.
  • the thickness of the grid material is also adapted to the filling material elements, so that preferably there is sufficient stability against buckling.
  • the mesh lattice box consists mainly of grid material. But it can also be a part, for example, to increase the durability or out of optical properties out, for example, over the entire surface.
  • the support element is also constructed of grid material or from another material resisting the attacking forces.
  • support devices can be arranged as a support system in modular construction next to each other and thus form a retaining wall to protect against slipping of ramparts, slopes or embankments.
  • the support element has a standing surface of the mesh lattice box continuing stand-like element in the manner of a support leg.
  • the arrangement of the support member at a very far below the mesh lattice box location can be a very good supporting leverage over a possible lateral force attack on the mesh lattice box be guaranteed.
  • the footprint is increased, without the wall would have to be formed with a greater depth.
  • the support device can thus also as Wall without a slope behind it or a slope or a separately executed foundation be established.
  • Filling material can be arranged in a simple manner on the support element, when the support element has an angled to the stand element, in particular at a right angle, arranged holding element in the manner of a support basket.
  • the support element fulfills soil on the one hand a Stützfuntion and a holding function for the filling elements. This also increases the drainage effect.
  • the support device can be built in isolation, as well as a visually clean conclusion is provided.
  • the support element extends virtually over the entire longitudinal side of the mesh lattice box.
  • the support element can be made in a unit of the same grid material as the mesh grid box.
  • the support member is very stable and can be easily connected to adjacently arranged Stitzvorrichtunng with support elements.
  • a very durable and usable in a variety of environments support device is provided when the mesh material is a metal, especially steel, in particular hot-dip galvanized.
  • This method is both firm and sufficiently resilient and is easy to handle in the mesh lattice box area, even with changing loads, and can be easily opened and dismantled. Visually, in particular, the narrow formation of the wall is noticeable and the properties of the filling material are brought to the fore.
  • the support element made of metal mesh in particular hot-dip galvanized, is constructed.
  • a permanent support effect is possible even in very wet terrain.
  • the metal grid provides great stability even with a low grid strength.
  • the metal grid has vertical struts and horizontal struts, which are connected to each other at intersections, in particular welded, the vertical struts run outside and the horizontal struts inside.
  • the grid is particularly stable. Tensile forces and also attacking longitudinal lever loads can be forwarded outside.
  • the stability of the support element is increased when the lattice struts of the mesh lattice box continue at the base up to the support element.
  • the grid surface can be manufactured as a unit and thus no further, interference-prone connections are necessary.
  • the support element has a doubly formed mesh grid surface, wherein in particular a lower mesh grid surface is formed in continuation of the standing surface and an upper mesh grid surface is formed in continuation of a back of the mesh grid box.
  • Even heavily loaded areas can be covered by the support device when the mesh lattice box is formed on its longitudinal side as a corner element with a corner opening angle greater or smaller than 180 °.
  • the acting forces which can contribute to a pressing apart of two corner support elements, are particularly high. Due to the proposed design, which is possible in particular due to the thin wall formations, one side ensures great stability, since the corner legs hold each other and a simple production preferably as a one-piece element possible.
  • the support elements of both legs thus contribute to a large bearing surface, which, however, does not come to light due to the cover by filler or slope material.
  • a fast and secure filling of the support device is given when a filling opening is provided at the top of the mesh lattice box.
  • the opening is also completed by the filled material so that a good visual effect is given but it is also possible to attach after filling a lattice closure at the top, for example, to prevent unwanted removal of the filling material, for example by playing children.
  • the object is also achieved by a use of a support device with a mesh lattice box and with a support element, in particular according to one of claims 1 to 13, construction of a wall and / or for supporting a mass accumulation, in particular for supporting earth, wherein the support device is arranged in that the support element faces the mass accumulation and the support element is almost completely enclosed by drainage elements and / or mass.
  • the back of the mesh lattice box with the support element is backfilled, for example with gravel as additional drainage and / or soil / topsoil and possibly later planted.
  • the retaining wall can also be installed free-standing. On the foundation several support devices are lined up, so that the desired length of mass accumulation is achieved and can be included.
  • the support effect is further improved if an attachment of the substrate of the support device is provided in particular before the onset of the support device, in particular by means of a foundation of crushed gravel bed, crushed mineral concrete or a separately prepared separately foundation. This allows a secure and permanent arrangement of the support device even with large lateral force attack.
  • the variability of the use of the support device is improved when a predetermined number of support devices to string together to achieve a desired length of the mass accumulation, the individual support devices in particular with a uniform dimension, in particular with a width of about 1 m, are formed.
  • this is preferably filled with natural stones such as basalt, sandstone, granite, gravel or broken glass, preferably from above.
  • the size of the stones is slightly larger than the mesh size of the grid.
  • a versatile optical variant is a lighting of the stones, in particular the raw glass quarry stones, from the inside of the grid box.
  • the stones are obtained as recycling stones, which in turn allows a cost-effective variant.
  • Fig. 1a shows a perspective side view of a supporting device.
  • the support device has a substantially L-shaped cross-section.
  • the support device has a cuboid mesh lattice box 1 whose sides are made of mesh material 3.
  • the mesh size 5 of the mesh 4 is adapted to the average size of the respective bodies of the filler 2, as shown in FIG.
  • the support device has a support element 9 on a longitudinal side 6.
  • the support element 9 is attached in this example in extension of a footprint 10 of the mesh lattice box 1.
  • the support member 9 is constructed in this example of a ground-parallel stand member 11 and attached thereto at an angle 12 to the end edge 25 holding member 14 which has a vertical component 13, which is drawn enlarged in Fig. 1 a.
  • the support element 9 can, as shown in the example, be mounted in a floor space area on the mesh lattice box 1, but also in a higher area of the lower support area 7 if, for example, the support device has been partially embedded in the foundation. On the surface 26 of the support member 9 for further stabilization complaining filling material 2 and / or slope material of the mass accumulation 23 are introduced.
  • the support element 9 can moreover be completely surrounded by material of the mass accumulation 23, which is preferably mounted on the rear side 18 of the mesh lattice box 1, as shown in FIG. 2, in order to increase the stability.
  • the support device may also be designed freestanding. In this case, a good optical solution is given at the same time great stability, if at least the support element material is encased. If earth is used in this case, the region of the support element 9 can also be used as the basis of a planting of the mesh lattice box 1.
  • filling of the supporting device with filling material 2 takes place in the illustrated example by a filling opening 22 on an upper side 8 of the mesh lattice box 1.
  • filling material 2 for example stone material, but also glass material from a Rycyclingvon can be used.
  • an upper mesh grid surface 17 which is attached to a back 18 of the mesh lattice box 1 and a lower mesh grid surface sixteenth , which is attached to the base 10 of the mesh lattice box 1.
  • the mesh grid surfaces 16, 17 can also be interconnected, thus ensuring a further increased security.
  • Fig. 1b shows a perspective view of a supporting device.
  • the support element 9 is constructed in the sense of a support basket.
  • the support member 9 is arranged in this example over the entire length of the longitudinal side 6, but may also consist of individual, in particular juxtaposed elements.
  • the body of the support device is advantageously made of steel wires with a thickness of about 5 mm, which are spot-welded at their crossing points.
  • the lateral ends of each mesh lattice box are closed with a grid and welded.
  • a size that can advantageously be used as a slope termination in conventional use is a grid box width on the longitudinal side 6 of approximately 1000 mm or 800 mm with a height of approximately 1000 mm.
  • the mesh size 5 of the grid 4 is, for example, 50 mm for average fill stone sizes.
  • the grid 4 is completely hot-dip galvanized for corrosion protection.
  • Fig. 1d shows a perspective view of a support device.
  • the wire grid of the support device has external, vertical struts 27 and inside horizontal struts 28, which are welded at the crossing points.
  • the mesh size 5 is about 50 mm x about 50 mm.
  • the edges 30 of the support are welded to ensure greater stability.
  • the standing angle 31 of the support device transmits about 90 °.
  • the support member 9 can thus be easily performed with good stability.
  • the height 32 of the support member 14 of the support member 9 is at a width 33 and height 34 of the support device of about 1000 mm about 200 mm.
  • all angles of the support device are about 90 ° and all edges are welded.
  • Fig. 2 shows a use of a support device as Hangab gleichelement.
  • the support device is placed with its back 18 against the slope and filled with filler.
  • a layer of filler or gravel can also be spread to loosen the soil and for better drainage. Then the slope material is refilled.
  • a solid layer of crushed stone is advantageously sprinkled to improve the stability or even, with a very large load, a concrete layer attached.
  • Fig. 3a shows a supporting device, which is designed as a corner element 19, with a corner opening angle 20, which is smaller than 180 °. It is thus a corner element for an inner corner.
  • FIG. 3 b shows a supporting device, which is designed as a corner element 19, with a corner opening angle 20 that is greater than 180 °. It is thus a corner element for an outside corner.
  • the corner legs 21 each have zussene support elements 9. It is also possible in each case to form a corner leg 21 without support element 9 in order to form a wall without a slope termination in this, for example, while the other part can be integrated into the slope.

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

Abstract

The support structure with a mesh grid box (1), to be filled in the erection of a wall with filling material, is in a mesh material (3) which can contain the filling. It has an L-shaped support (9) along a longitudinal side (6) of the box with a lower support level (7). The mesh box is open at the top (8).

Description

Die Erfindung betrifft eine Stützvorrichtung mit einer Maschengitterbox, die zur Ausbildung einer Wand mit Füllmaterial zu befüllen ist, im wesentlichen bestehend aus einem Maschengittermaterial, mit einer das Füllmaterial haltenden Maschenweite sowie eine Verwendung einer Stützvorrichtung.The invention relates to a supporting device with a mesh screen box, which is to be filled to form a wall with filling material, consisting essentially of a mesh material, with a filling material holding the mesh size and a use of a support device.

Bekannt sind Gitterkörbe zur Befüllung mit Steinen, die vor Böschungen angeordnet werden, um zu verhindern, dass Erde insbesondere bei steilen Hängen abrutscht oder bei starken Regenfällen heruntergespült wird.Are known grid baskets for filling with stones, which are arranged in front of slopes, to prevent soil from slipping, especially on steep slopes or is washed down in heavy rainfall.

DE 101 11 670 A1 offenbart eine Maschengitterbox zur Verwendung als Böschungssicherung und/oder Aufnahme von Gut, wie Erde, Steine, Recyclingmaterial oder dergleichen. Die Maschengitterbox weist mindestens zwei Gitterelemente auf, die über ein Verbindungsteil miteinander verbunden sind, das durch eines der Gitterelemente gebildet wird. Die Einrichtung eignet sich zur Hang- bzw. Böschungssicherung im Garten- und Landschaftsbau. DE 101 11 670 A1 discloses a mesh screen box for use as slope protection and / or containment of material such as soil, rocks, recycled material or the like. The mesh lattice box has at least two lattice elements, which are connected to one another via a connecting part, which is formed by one of the lattice elements. The device is suitable for slope or embankment protection in gardening and landscaping.

Nachteilig dabei ist, dass die Gitterbox, um eine ausreichende Stabilisierung des Hanges zu gewährleisten, sehr goß ausgebildet sein muss. Insbesondere muss sie sehr tief sein. Hierdurch wird eine große Menge Gitterboxmaterial und Füllmaterial benötigt. Es ist ein sehr hoher Zeitaufwand zur Herstellung notwendig.A disadvantage is that the lattice box, in order to ensure adequate stabilization of the slope, must be very well formed. In particular, she must be very deep. This requires a large amount of mesh box material and filler. It takes a very long time to produce necessary.

Aufgabe der vorliegenden Erfindung ist es, unter Vermeidung der Nachteile des Stands der Technik, eine Stützvorrichtung bereitzustellen, die einfach aufzubauen ist sowie einen sicheren Halt gewährleistet.Object of the present invention is to provide a support device, while avoiding the disadvantages of the prior art, which is easy to set up and ensures a secure fit.

Die Aufgabe wird gelöst durch eine einführend dargestellte Stützvorrichtung, wobei von einer Längsseite in einem unteren Stützbereich der Maschengitterbox zumindest längsabschnittsweise ein zur Oberseite der Maschengitterbox hin geöffnetes, zumindest teilweise sich in Längsrichtung erstreckendes Stützelement auskragt.The object is achieved by a support device introduced by way of introduction, wherein from a longitudinal side in a lower support region of the mesh lattice box projects at least in longitudinal sections a support element which is open towards the top of the mesh lattice box and extends at least partially in the longitudinal direction.

Im unteren Stützbereich ist die Maschengitterbox erfindungsgemäß in Zusammenspiei mit der Wirkung eines stützelements stabil gehalten. In der Grundform erscheint die Stützvorrichtung von der Seite aus betrachtet als L-ähnliche Form. Durch die statischen Eigenschaften der Vorrichtung wird einerseits ermöglicht, als Einzelwand aufgestellt zu werden oder auch dahinterliegendes Material in Form einer Massenansammlung sicher zurückzuhalten. Die Maschengitterbox kann somit wesentlich dünner ausgebildet werden ohne dass die Stabilität beeinträchtigt würde. Dies wird durch das Stützelement gewährleistet, das im Sinne eines Stützschenkels von dem unteren Stützbereich abstehend ausgebildet ist. Das Stützelement ist zumindest teilweise sich in Längsrichtung erstreckend ausgebildet, um einen Auflagebereich für Hang- oder Böschungsmaterial zu liefern und/oder eine ausreichende Standfläche zu bieten. Das Stützelement kann dabei in einem Stützbereich zwischen der Standfläche und einem durch die Größe und die Form der Maschengitterbox sowie der darauf auftreffenden Kräfte bestimmten, weiter oben liegenden Bereich angeordnet werden. Das Stützelement ist zur Vergrößerung der Stabilität vorzugsweise mit einem umlaufend geschlossenen Gitter ausgebildet. Das Stützelement übernimmt einen Teil der Haltekräfte, insbesondere der längsseitigen Kräfte, die durch eine einseitige Beaufschlagung mit einem Böschungs- oder Hangmaterial auf die Längsseite ausgeübt werden, an der die Stützvorrichtung angeordnet ist. Die Stützvorrichtung wird dabei vorzugsweise unter dem Böschungs- und Hangmaterial verborgen, so dass einerseits ledigüch die dünnere Wand sichtbar ist. Das Stützelement muss nicht gesondert beispielsweise an einem Untergrund befestigt werden sondern zur Gewährleistung der Stabilität reicht ein Aufsetzen der Stützvorrichtung auf den vorzugsweise planen Boden aus.In the lower support area, the mesh lattice box according to the invention is kept stable in Zusammenspiei with the action of a support member. In its basic form, the support device appears as an L-like shape when viewed from the side. Due to the static properties of the device, on the one hand, it is possible to be set up as a single wall or to securely retain material behind it in the form of a mass accumulation. The mesh lattice box can thus be made much thinner without compromising stability. This is ensured by the support element, which is formed projecting in the sense of a support leg of the lower support region. The support element is formed at least partially extending in the longitudinal direction to provide a support area for slope or slope material and / or to provide a sufficient footprint. The support element can be arranged in a support region between the base and a determined by the size and the shape of the mesh and the mesh thereon impinging forces, higher up area. The support element is preferably designed to increase the stability with a circumferentially closed grid. The support element takes over a part of the holding forces, in particular the longitudinal forces, which are exerted by a one-sided loading with a slope or slope material on the longitudinal side on which the support device is arranged. The support device is preferably hidden under the embankment and slope material, so that on the one hand only the thinner wall is visible. The support element does not have to be separately fastened, for example, to a substrate, but to ensure stability, it is sufficient to place the support device on the preferably flat floor.

Die Maschengitterbauweise ermöglicht eine sehr leichte Ausbildung der Stützvorrichtung, die vorkonfektioniert werden kann und zudem einfach zu transportieren ist.The mesh grid design allows a very easy training of the support device, which can be prefabricated and also easy to transport.

Zudem kann auf und unter dem Stützelement Material mit größeren Zwischenräumen als dem Hand- oder Böschungsmaterial verwendet werden, beispielsweise dasselbe Füllmaterial wie zur Füllung der Maschengitterbox. Auf diese Weise wird eine sehr gute Drainage des dahinterliegenden Hangbereichs beispielsweise gegen angestautes Regenwasser gewährleistet, ohne dass zusätzliche aufwendige Drainageeinrichungen wie beispielsweise betonierte Abflüsse oder dergleichen dort angeordnet werden müssten.In addition, material with larger gaps than the hand or embankment material can be used on and under the support element, for example the same filling material as for filling the mesh lattice box. In this way, a very good drainage of the underlying slope area is ensured, for example, against dammed rainwater, without additional complex drainage devices such as concreted drains or the like would have to be arranged there.

Die Füllung der Maschengitterbox kann mit unterschiedlichsten Materialien vorgenommen werden, wobei die Maschengitterweite so gewählt ist, dass Füllmaterialelemente mit einer durchschnittlichen Größe sicher gehalten werden. Die Dicke des Gittermaterials ist zudem an die Füllmaterialelemente angepasst, so dass vorzugsweise eine ausreichende Stabilität gegen Ausbeulen gegeben ist.The mesh grid box can be filled with a wide variety of materials, with the mesh size chosen to ensure that filler elements of average size are securely held. The thickness of the grid material is also adapted to the filling material elements, so that preferably there is sufficient stability against buckling.

Die Maschengitterbox besteht dabei überwiegend aus Gittermaterial. Es kann aber auch ein Teil beispielsweise zur Erhöhung der Haltbarkeit oder aus optischen Eigenschaften heraus beispielsweise vollflächig gestaltet sein. Das Stützelement ist dabei ebenfalls aus Gittermaterial aufgebaut oder auch aus einem anderen den angreifenden Kräften widerstehenden Material.The mesh lattice box consists mainly of grid material. But it can also be a part, for example, to increase the durability or out of optical properties out, for example, over the entire surface. The support element is also constructed of grid material or from another material resisting the attacking forces.

Mehrere Stützvorrichtungen können als Stützsystem in Modulbauweise nebeneinander angeordnet werden und somit eine Stützmauer zum Schutz gegen ein Abrutschen von Wällen, Hängen oder Böschungen bilden.Several support devices can be arranged as a support system in modular construction next to each other and thus form a retaining wall to protect against slipping of ramparts, slopes or embankments.

Vorteilhaft ist es, wenn das Stützelement ein eine Standfläche der Maschengitterbox fortsetzendes Standelement nach Art eines Stützschenkels aufweist. Durch die Anordnung des Stützelements an einer sehr weit unten an der Maschengitterbox angeordneten Stelle kann eine sehr gute unterstützende Hebelwirkung gegenüber einem eventuellen seitlichen Kräfteangriff auf die Maschengitterbox gewährleistst werden. Zudem wird die Standfläche vergrößert, ohne dass die Mauer mit einer größeren Tiefe ausgebildet werden müsste. Die Stützvorrichtung kann somit auch als Mauer ohne einen dahintergelegenen Hang oder eine Böschung oder ein gesondert ausgeführtes Fundament eingerichtet werden.It is advantageous if the support element has a standing surface of the mesh lattice box continuing stand-like element in the manner of a support leg. The arrangement of the support member at a very far below the mesh lattice box location can be a very good supporting leverage over a possible lateral force attack on the mesh lattice box be guaranteed. In addition, the footprint is increased, without the wall would have to be formed with a greater depth. The support device can thus also as Wall without a slope behind it or a slope or a separately executed foundation be established.

Füllmaterial lässt sich auf einfache Weise am Stützelement anordnen, wenn das Stützelement ein zu dem Standelement abgewinkelt, insbesondere in einem rechten Winkel, angeordnetes Halteelement nach Art eines Stützkorbes aufweist. Das Stützelement erfüllt soil einerseits eine Stützfuntion und eine Haltefunktion für die Füllelemente. Dies erhöht auch die Drainagewirkung. Zudem kann die Stützvorrichtung in Alleinstellung aufgebaut werden, da auch ein optisch sauberer Abschluss bereitgestellt wird.Filling material can be arranged in a simple manner on the support element, when the support element has an angled to the stand element, in particular at a right angle, arranged holding element in the manner of a support basket. The support element fulfills soil on the one hand a Stützfuntion and a holding function for the filling elements. This also increases the drainage effect. In addition, the support device can be built in isolation, as well as a visually clean conclusion is provided.

Eine besonders starke Stützfunktion und eine einfache Herstellung ist möglich, wenn das Stützelement sich praktisch über die gesamte Längsseite der Maschengitterbox erstreckt. Das Stützelement kann in einer Einheit aus demselben Gittermaterial wir die Maschengitterbox hergestellt werden. Das Stützelement ist sehr stabil und kann leicht an benachbart angeordnete Stützvorrichtunng mit Stützelementen angebunden werden.A particularly strong support function and a simple production is possible if the support element extends virtually over the entire longitudinal side of the mesh lattice box. The support element can be made in a unit of the same grid material as the mesh grid box. The support member is very stable and can be easily connected to adjacently arranged Stützvorrichtunng with support elements.

Eine sehr haltbare und in unterschiedlichsten Umgebungen einsetzbare Stützvorrichtung wird bereitgestellt, wenn das Maschengittermaterial ein Metall, insbesondere Stahl, insbesondere feuerverzinkt ist. se Weise sowohl fest als auch ausreichend federelastisch und ist sowohl im Maschengitterboxbereich auch bei wechselnden Belastungen leicht zu händeln und kann einfach auf- und auch abgebaut werden. Optisch fällt dabei insbesondere die schmale Ausbildung der Wand auf und die Eigenschaften des Füllmaterials werden in den Vordergrund gerückt.A very durable and usable in a variety of environments support device is provided when the mesh material is a metal, especially steel, in particular hot-dip galvanized. This method is both firm and sufficiently resilient and is easy to handle in the mesh lattice box area, even with changing loads, and can be easily opened and dismantled. Visually, in particular, the narrow formation of the wall is noticeable and the properties of the filling material are brought to the fore.

Vorteilhaft ist es, wenn das Stützelement aus Metallgitter, insbesondere feuerverzinkt, aufgebaut ist. Hierdurch ist auch in einem sehr feuchten Gelände eine dauerhafte Stützwirkung möglich. Das Metallgitter liefert eine große Stabilität auch bei einer geringen Gitterstärke.It is advantageous if the support element made of metal mesh, in particular hot-dip galvanized, is constructed. As a result, a permanent support effect is possible even in very wet terrain. The metal grid provides great stability even with a low grid strength.

Vorteilhaft ist es weiterhin, wenn das Metallgitter senkrechte Streben und waagerechte Streben aufweist, die miteinander an Kreuzungspunkten verbunden, insbesondere verschweißt sind, wobei die senkrechten Streben außen und die waagerechten Streben innen verlaufen. Durch diese Anordnung ist das Gitter besonders stabil. Zugkräfte und auch angreifende längsverlaufende Hebelbelastungen können außen weitergeleitet werden.It is also advantageous if the metal grid has vertical struts and horizontal struts, which are connected to each other at intersections, in particular welded, the vertical struts run outside and the horizontal struts inside. By this arrangement, the grid is particularly stable. Tensile forces and also attacking longitudinal lever loads can be forwarded outside.

Die Stabilität des Stützelements ist erhöht, wenn Gitterstreben der Maschengitterbox an der Standfläche bis in das Stützelement durchgehend fortgesetzt sind. Zudem kann die Gitterfläche als Einheit hergestellt werden und somit sind keine weiteren, störanfälligen Verbindungen notwendig.The stability of the support element is increased when the lattice struts of the mesh lattice box continue at the base up to the support element. In addition, the grid surface can be manufactured as a unit and thus no further, interference-prone connections are necessary.

Eine zusätzliche Verstärkung der Stützwirkung mit einfachen Mitteln ist gegeben, wenn das Stützelement eine doppelt ausgebildete Maschengitterfläche aufweist, wobei insbesondere eine untere Maschengitterfläche in Fortsetzung der Standfläche ausgebildet ist und eine obere Maschengitterfläche in Fortsetzung einer Rückseite der Maschengitterbox ausgebildet ist.An additional reinforcement of the supporting effect by simple means is given if the support element has a doubly formed mesh grid surface, wherein in particular a lower mesh grid surface is formed in continuation of the standing surface and an upper mesh grid surface is formed in continuation of a back of the mesh grid box.

Auch hochbelastete Bereiche können durch die Stützvorrichtung abgedeckt werden, wenn die Maschengitterbox an ihrer Längsseite als Eckelement mit einem Ecköffnungswinkel größer oder kleiner als 180° ausgebildet ist. Insbesondere in den Randbereichen mit einer sich ändernden Ausrichtung sind die einwirkenden Kräfte, die zu einem auseinanderdrücken zweier über Eck angeordneter Stützelemente beitragen können, besonders hoch. Durch die vorgeschlagene Ausführung, die insbesondere aufgrund der dünnen Wandausbildungen möglich wird, ist einerseit eine große Stabilität gewährleistet, da sich die Eckschenkel gegenseitig halten sowie eine einfache Herstellung vorzugsweise als einstückiges Element möglich. Die Stützelemente beider Schenkel tragen somit zu einer großen Auflagefläche bei, die jedoch aufgrund der Abdeckung durch Füllmaterial oder Hangmaterial nicht zutage tritt.Even heavily loaded areas can be covered by the support device when the mesh lattice box is formed on its longitudinal side as a corner element with a corner opening angle greater or smaller than 180 °. Particularly in the edge regions with a changing orientation, the acting forces, which can contribute to a pressing apart of two corner support elements, are particularly high. Due to the proposed design, which is possible in particular due to the thin wall formations, one side ensures great stability, since the corner legs hold each other and a simple production preferably as a one-piece element possible. The support elements of both legs thus contribute to a large bearing surface, which, however, does not come to light due to the cover by filler or slope material.

Ein sehr guter Halt ist gegeben, wenn an beiden Eckschenkeln insbesondere durchgehende, vorzugsweise miteinander verbundene Stützelemente vorgesehen sind.A very good hold is given if in particular continuous, preferably interconnected support elements are provided on both corner legs.

Ein schnelles und sicheres Befüllen der Stützvorrichtung ist gegeben, wenn eine Befüllöffnung an der Oberseite der Maschengitterbox vorgesehen ist. Die Öffnung wird zudem durch das eingefüllte Material derart abgeschlossen, dass eine gute optische Wirkung gegeben ist Es ist aber auch möglich, nach dem Befüllen einen Gitterabschluss an der Oberseite zu befestigen, um beispielsweise ein unerwünschtes Entnehmen des Füllmaterials beispielsweise durch spielende Kinder zu verhindem.A fast and secure filling of the support device is given when a filling opening is provided at the top of the mesh lattice box. The opening is also completed by the filled material so that a good visual effect is given but it is also possible to attach after filling a lattice closure at the top, for example, to prevent unwanted removal of the filling material, for example by playing children.

Vorteilhaft ist es, wenn zwischen dem Füllmaterial eine Innenbeleuchtung der Maschengitterbox vorgesehen ist. Die Beleuchtungsvorrichtung ist innerhalb der Stützvorrichtung geschützt und bietet zudem einen interessanten optischen Effakt. Darüberhinaus kann die Beleuchtung durch ein Anheben der jeweils locker aufeinander geschichteten, benachbarten Steine leicht repariert oder ausgetauscht werden.It is advantageous if interior lighting of the mesh lattice box is provided between the filler material. The lighting device is protected within the support device and also offers an interesting optical effect. In addition, the lighting can be easily repaired or replaced by lifting the loosely stacked adjacent stones.

Die Aufgabe wird ebenfalls gelöst durch eine Verwendung einer Stützvorrichtung mit einer Maschengitterbox und mit einem Stützelement, insbesondere nach einem der Ansprüche 1 bis 13, Aufbau einer Mauer und/oder zum Abstützen einer Massenansammlung, insbesondere zum Abstützen von Erde, wobei die Stützvorrichtung so angeordnet ist, dass das Stützelement der Massenansammlung zugewandt ist und das Stützelement von Drainageelementen und/oder Masse nahezu vollständig eingeschlossen ist.The object is also achieved by a use of a support device with a mesh lattice box and with a support element, in particular according to one of claims 1 to 13, construction of a wall and / or for supporting a mass accumulation, in particular for supporting earth, wherein the support device is arranged in that the support element faces the mass accumulation and the support element is almost completely enclosed by drainage elements and / or mass.

Die Rückseite der Maschengitterbox mit dem Stützelement wird beispielsweise mit Schotter als zusätzliche Drainage und/oder mit Erde/Mutterboden hinterfüllt und eventuell später bepflanzt. Insbesondere wenn der Sockel der Gitterbox mit einem starken Fundament versehen ist oder insbesondere einbetoniert ist, kann die Stützmauer auch freistehend eingebaut werden. Auf das Fundament werden mehrere Stützvorrichtungen aneinander gereiht, so dass die gewünschte Länge der Massenansammlung erreicht wird und umfasst werden kann.The back of the mesh lattice box with the support element is backfilled, for example with gravel as additional drainage and / or soil / topsoil and possibly later planted. In particular, if the base of the grid box is provided with a strong foundation or in particular is concreted, the retaining wall can also be installed free-standing. On the foundation several support devices are lined up, so that the desired length of mass accumulation is achieved and can be included.

Die Stützwirkung wird weitere verbessert, wenn eine Befestigung des Untergrunds der Stützvorrichtung insbesondere vor dem Einsetzen der Stützvorrichtung vorgesehen ist, insbesondere mittels eines Fundaments aus gestampftem Kiesbett, gestampften Mineralbeton oder eines vorab gesondert hergestellten Fundaments. Dies ermöglicht eine sichere und dauerhafte Anordnung der Stützvorrichtung auch bei großem seitlichen Kraftangriff.The support effect is further improved if an attachment of the substrate of the support device is provided in particular before the onset of the support device, in particular by means of a foundation of crushed gravel bed, crushed mineral concrete or a separately prepared separately foundation. This allows a secure and permanent arrangement of the support device even with large lateral force attack.

Die Variabilität des Einsatzes der Stützvorrichtung ist verbessert, wenn eine vorbestimmten Anzahl von Stützvorrichtungen aneinander zu reihen ist zur Erreichung einer gewünschten Länge der Massenansammlung, wobei die einzelnen Stützvorrichtungen insbesondere mit einem einheitlichen Maß, insbesondere mit einer Breite von etwa 1 m, ausgebildet sind.The variability of the use of the support device is improved when a predetermined number of support devices to string together to achieve a desired length of the mass accumulation, the individual support devices in particular with a uniform dimension, in particular with a width of about 1 m, are formed.

Zum Abschluss der Statik des Gitterkorbes wird dieser beispielsweise mit Naturbruchsteinen wie Basalt, Sandstein, Granit, Kies oder Rohglasbruch vorzugweise von oben befüllt. Die Größe der Steine ist dabei etwas größer als Maschenweite des Gitters.At the end of the static of the mesh basket this is preferably filled with natural stones such as basalt, sandstone, granite, gravel or broken glass, preferably from above. The size of the stones is slightly larger than the mesh size of the grid.

Eine vielseitige optische Variante ist eine Beleuchtung der Steine, insbesondere der Rohglasbruchsteine, aus dem Inneren der Gitterbox. Zudem sind die Steine als Recyclingsteine zu erhalten, was wiederum eine kostengünstige Variante ermöglicht.A versatile optical variant is a lighting of the stones, in particular the raw glass quarry stones, from the inside of the grid box. In addition, the stones are obtained as recycling stones, which in turn allows a cost-effective variant.

Weitere Merkmale und Vorteile der Erfindung ergeben sich aus den Ansprüchen und der nachstehenden Beschreibung, in der Ausführungsbeispiele des Gegenstands der Erfindung in Verbindung mit den Zeichnungen näher erläutert sind.Further features and advantages of the invention will become apparent from the claims and the following description in which embodiments of the subject invention in conjunction with the drawings are explained in more detail.

Es zeigen:Show it:

Fig. 1aFig. 1a
eine perspektivische Seitenansicht einer Stützvorrichtung,a perspective side view of a support device,
Fig. 1bFig. 1b
eine perspektivische Ansicht einer Stützvorrichtung,a perspective view of a support device,
Fig. 1cFig. 1c
eine schematische Seitenansicht einer Stützvorrichtung,a schematic side view of a support device,
Fig. 2Fig. 2
eine Verwendung einer Stützvorrichtung als Hangabschlusselement,a use of a supporting device as a slope element,
Fig. 3aFig. 3a
eine Eckelementstützvorrichtung unda Eckelementstützvorrichtung and
Fig.3b3b
eine Eckelementstützvorrichtung.a corner element supporting device.

Fig. 1a zeigt eine perspektivische Seitenansicht einer Stützvorrichtung. Die Stützvorrichtung besitzt einen im wesentlichen L-förmigen Querschnitt. Die Stützvorrichtung weist eine quaderförmige Maschengitterbox 1 auf, deren Seiten aus Maschengittermaterial 3 bestehen. Die Maschenweite 5 des Gitters 4 ist an die durchschnittliche Größe der jeweiligen Körper des Füllmaterials 2 angepasst, wie in Fig. 2 gezeigt. In einem unteren Stützbereich 7 weist die Stützvorrichtung an einer Längsseite 6 ein Stützelement 9 auf. Das Stützelement 9 ist in diesem Beispiel in Verlängerung einer Standfläche 10 der Maschengitterbox 1 angebracht. Das Stützelement 9 ist in diesem Beispiel aus einem bodenparallelen Standelement 11 und einem in einem Winkel 12 dazu an dessen Endkante 25 angebrachten Halteelement 14 aufgebaut, das eine senkrechte Komponente 13 aufweist, die in Fig. 1 a vergrößert herausgezeichnet ist. Das Stützelement 9 kann, wie im Beispiel dargestellt, in einem Standflächenbereich an der Maschengitterbox 1 angebracht sein, aber auch in einem höheren Bereich des unteren Stützbereichs 7, falls beispielsweise die Stützvorrichtung teilweise in das Fundament eingelassen wurde. Auf der Oberfläche 26 des Stützelements 9 werden zur weiteren Stabilisierung beschwerendes Füllmaterial 2 und/oder Hangmaterial der Massenansammlung 23 eingebracht. Das Stützelement 9 kann darüberhinaus zur Erhöhung der Stabilität vollständig von Material der vorzugsweise an der Rückseite 18 der Maschengitterbox 1 gelagerten Massenansammlung 23, wie in Fig. 2 dargestellt, umgeben sein. Die Stützvorrichtung kann jedoch auch freistehend ausgebildet sein. Dabei ist eine gute optische Lösung bei gleichzeitiger großer Stabilität gegeben, wenn zumindest das Stützelement Material eingehüllt ist. Falls hierbei Erde verwendet wird, kann der Bereich des Stützelements 9 zudem als Basis einer Bepflanzung der Maschengitterbox 1 genutzt werden.Fig. 1a shows a perspective side view of a supporting device. The support device has a substantially L-shaped cross-section. The support device has a cuboid mesh lattice box 1 whose sides are made of mesh material 3. The mesh size 5 of the mesh 4 is adapted to the average size of the respective bodies of the filler 2, as shown in FIG. In a lower support region 7, the support device has a support element 9 on a longitudinal side 6. The support element 9 is attached in this example in extension of a footprint 10 of the mesh lattice box 1. The support member 9 is constructed in this example of a ground-parallel stand member 11 and attached thereto at an angle 12 to the end edge 25 holding member 14 which has a vertical component 13, which is drawn enlarged in Fig. 1 a. The support element 9 can, as shown in the example, be mounted in a floor space area on the mesh lattice box 1, but also in a higher area of the lower support area 7 if, for example, the support device has been partially embedded in the foundation. On the surface 26 of the support member 9 for further stabilization complaining filling material 2 and / or slope material of the mass accumulation 23 are introduced. The support element 9 can moreover be completely surrounded by material of the mass accumulation 23, which is preferably mounted on the rear side 18 of the mesh lattice box 1, as shown in FIG. 2, in order to increase the stability. However, the support device may also be designed freestanding. In this case, a good optical solution is given at the same time great stability, if at least the support element material is encased. If earth is used in this case, the region of the support element 9 can also be used as the basis of a planting of the mesh lattice box 1.

Die Befüllung der Stützvorrichtung mit Füllmaterial 2 geschieht dabei in dem dargestellten Beispiel durch eine Befüllöffnung 22 an einer Oberseite 8 der Maschengitterbox 1. Als Füllmaterial 2 ist dabei beispielsweise Steinmaterial, aber auch Glasmaterial aus einem Rycyclingverfahren einsetzbar.The filling of the supporting device with filling material 2 takes place in the illustrated example by a filling opening 22 on an upper side 8 of the mesh lattice box 1. As filling material 2, for example stone material, but also glass material from a Rycyclingverfahren can be used.

Dabei ist es, wie in der schematischen Seitenansicht aus Fig. 1c dargestellt, vorteilhaft zur Verbesserung der Stabilität möglich, das Stützelement 9 doppellagig aufzubauen, beispielsweise aus einer oberen Maschengitterfläche 17, die an einer Rückseite 18 der Maschengitterbox 1 angebracht ist und einer unteren Maschengitterfläche 16, die an der Standfläche 10 der Maschengitterbox 1 angebracht ist. Die Maschengitterflächen 16, 17 können zudem untereinander verbunden werden, um somit eine weiter erhöhte Sicherheit zu gewährleisten.It is, as shown in the schematic side view of Fig. 1c, advantageously for improving the stability possible to construct the support member 9 double-layered, for example, an upper mesh grid surface 17 which is attached to a back 18 of the mesh lattice box 1 and a lower mesh grid surface sixteenth , which is attached to the base 10 of the mesh lattice box 1. The mesh grid surfaces 16, 17 can also be interconnected, thus ensuring a further increased security.

Fig. 1b zeigt eine perspektivische Ansicht einer Stützvorrichtung. Das Stützelement 9 ist im Sinne eine Stützkorbes aufgebaut. Das Stützelement 9 ist in diesem Beispiel über die gesamte Länge der Längsseite 6 angeordnet, kann aber auch aus einzelnen, insbesondere nebeneinander angeordneten Elemente bestehen. Der Korpus der Stützvorrichtung besteht vorteilhaft aus Stahldrähten mit einer Dicke von ca. 5 mm, die an ihren Kreuzungspunkten punktverschweißt sind. Die seitlichen Abschlüsse einer jeden Maschengitterbox sind mit einem Gitter verschlossen und verschweißt. Eine in der üblichen Verwendung als Hangabschluss vorteilhaft einsetzbare Größe ist eine Gitterboxbreite an der Längsseite 6 von etwa 1000 mm oder 800 mm mit einer Höhe von etwa 1000 mm. Die Maschenweite 5 des Gitters 4 beträgt beispielsweise für durchschnittliche Füllsteingrößen 50 mm. Vorteilhafterweise ist das Gitter 4 zum Korrosionsschutz vollständig feuerverzinkt.Fig. 1b shows a perspective view of a supporting device. The support element 9 is constructed in the sense of a support basket. The support member 9 is arranged in this example over the entire length of the longitudinal side 6, but may also consist of individual, in particular juxtaposed elements. The body of the support device is advantageously made of steel wires with a thickness of about 5 mm, which are spot-welded at their crossing points. The lateral ends of each mesh lattice box are closed with a grid and welded. A size that can advantageously be used as a slope termination in conventional use is a grid box width on the longitudinal side 6 of approximately 1000 mm or 800 mm with a height of approximately 1000 mm. The mesh size 5 of the grid 4 is, for example, 50 mm for average fill stone sizes. Advantageously, the grid 4 is completely hot-dip galvanized for corrosion protection.

Fig. 1d zeigt eine perspektivische Ansicht einer Stützvorrichtung. Das Drahtgitter der Stützvorrichtung weist außenliegende, senkrechte Streben 27 auf und innenliegende waagerechte Streben 28, die an den Kreuzungspunkten verschweißt sind. Die Maschenweite 5 beträgt etwa 50 mm x etwa 50 mm. Auch die Kanten 30 der Stützvorrichtung sind verschweißt, um eine größere Stabilität zu gewährleisten. Der Standwinkel 31 der Stützvorrichtung berträgt etwa 90 °. Das Stützelement 9 kann somit mit guter Stabilität auch einfach ausgeführt werden. Die Höhe 32 des Halteelements 14 des Stützelements 9 ist bei einer Breite 33 und Höhe 34 der Stützvorrichtung von etwa 1000 mm etwa 200 mm. Vorteilhaft betragen alle Winkel der Stützvorrichtung etwa 90° und alle Kanten verschweißt.Fig. 1d shows a perspective view of a support device. The wire grid of the support device has external, vertical struts 27 and inside horizontal struts 28, which are welded at the crossing points. The mesh size 5 is about 50 mm x about 50 mm. Also, the edges 30 of the support are welded to ensure greater stability. The standing angle 31 of the support device transmits about 90 °. The support member 9 can thus be easily performed with good stability. The height 32 of the support member 14 of the support member 9 is at a width 33 and height 34 of the support device of about 1000 mm about 200 mm. Advantageously, all angles of the support device are about 90 ° and all edges are welded.

Fig. 2 zeigt eine Verwendung einer Stützvorrichtung als Hangabschlusselement. Die Stützvorrichtung wird dazu mit ihrer Rückseite 18 gegen den Hang gestellt und mit Füllmaterial befüllt. Auf den Bereich des Stützelements kann zur Lockerung des Bodens und zur besseren Drainage ebenfalls eine Schicht Füllmaterial oder Schotter gestreutt werden. Anschließend wird dass Hangmaterial wieder angefüllt. Unter die Stützvorrichtung wird zur Verbesserung der Stabilität vorteilhaft eine feste Schicht aus Schotter gestreut oder auch, bei einer sehr großen Belastung, eine Betonschicht angebracht.Fig. 2 shows a use of a support device as Hangabschlusselement. The support device is placed with its back 18 against the slope and filled with filler. On the area of the support element, a layer of filler or gravel can also be spread to loosen the soil and for better drainage. Then the slope material is refilled. Under the support device, a solid layer of crushed stone is advantageously sprinkled to improve the stability or even, with a very large load, a concrete layer attached.

Fig. 3a zeigt eine Stützvorrichtung, die als Eckelement 19 ausgebildet ist, mit einem Ecköffnungswinkel 20, der kleiner als 180 ° ist. Es handelt sich somit um ein Eckelement für eine Innenecke.Fig. 3a shows a supporting device, which is designed as a corner element 19, with a corner opening angle 20, which is smaller than 180 °. It is thus a corner element for an inner corner.

Fig.3b zeigt eine Stützvorrichtung, die als Eckelement 19 ausgebildet ist, mit einem Ecköffnungswinkel 20, der größer als 180 ° ist. Es ist somit ein Eckelement für eine Außenecke. Die Eckschenkel 21 weisen jeweils zugordnete Stützelemente 9 auf. Möglich ist es auch, jeweils einen Eckschenkel 21 ohne Stützelement 9 auszubilden, um in diesem beispielsweise eine Mauer ohne Hangabschluss zu bilden, während der andere Teil in den Hang integriert werden kann.FIG. 3 b shows a supporting device, which is designed as a corner element 19, with a corner opening angle 20 that is greater than 180 °. It is thus a corner element for an outside corner. The corner legs 21 each have zugeordnete support elements 9. It is also possible in each case to form a corner leg 21 without support element 9 in order to form a wall without a slope termination in this, for example, while the other part can be integrated into the slope.

BEZUGSZEICHENLISTELIST OF REFERENCE NUMBERS

11
MaschengitterboxMaschengitterbox
22
Füllmaterialfilling material
33
MaschengittermaterialMesh material
44
Gittergrid
55
Maschenweitemesh
66
Längsseitelong side
77
Stützbereichsupport area
88th
Oberseitetop
99
Stützelementsupport element
1010
Standflächefootprint
1111
Standelementstanding element
1212
Winkelangle
1313
Komponentecomponent
1414
Halteelementretaining element
1515
Gitterstrebelattice strut
1616
MaschengitterflächeMesh surface
1717
MaschengitterflächeMesh surface
1818
Rückseiteback
1919
EckelementCorner
2020
EcköffnungswinkelEcköffnungswinkel
2121
Eckschenkelcorner leg
2222
Befüllöffnungfilling
2323
Massenansammlungmass accumulation
2424
Vorderseitefront
2525
Endkanteend edge
2626
Oberflächesurface
2727
senkrechte Strebevertical strut
2828
waagerechte Strebehorizontal strut
2929
SchweißpunktWeldingSpot
3030
Kanteedge
3131
Standwinkelstand angle

Claims (16)

Stützvorrichtung mit einer Maschengitterbox (1), die zur Ausbildung einer Wand mit Füllmaterial (2) zu befüllen ist, im wesentlichen bestehend aus einem Maschengittermaterial (3), mit einer das Füllmaterial (2) haltenden Maschenweite (5), dadurch gekennzeichnet, dass von einer Längsseite (6) in einem unteren Stützbereich (7) der Maschengitterbox (1) zumindest längsabschnittsweise ein zur Oberseite (8) der Maschengitterbox (1) hin geöffnetes, zumindest teilweise sich in Längsrichtung erstreckendes Stützelement (9) auskragt.Supporting device comprising a mesh screen box (1) to be filled to form a wall of filler material (2) consisting essentially of a mesh material (3) with a mesh (5) holding the filler material (2), characterized in that a longitudinal side (6) in a lower support region (7) of the mesh lattice box (1) at least longitudinally projects a, at least partially in the longitudinal direction extending support element (9) to the top (8) of the mesh lattice box (1). Stützvorrichtung nach Anspruch 1, dadurch gekennzeichnet, dass das Stützelement (9) ein eine Standfläche (10) der Maschengitterbox (1) fortsetzendes Standelement (11) nach Art eines Stützschenkels aufweist.Support device according to claim 1, characterized in that the support element (9) has a stand surface (10) of the mesh lattice box (1) continuing Standess element (11) in the manner of a support leg. Stützvorrichtung nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass das Stützelement (9) ein zu dem Standelement (11) abgewinkelt, insbesondere in einem rechten Winkel, angeordnetes Halteelement (14) nach Art eines Stützkorbes aufweist.Support device according to claim 1 or 2, characterized in that the support element (9) has an angled to the stand element (11), in particular at a right angle, arranged holding element (14) in the manner of a support basket. Stützvorrichtung nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass das Stützelement (9) sich praktisch über die gesamte Längsseite (6) der Maschengitterbox (1) erstreckt.Supporting device according to one of claims 1 to 3, characterized in that the supporting element (9) extends virtually over the entire longitudinal side (6) of the mesh grid box (1). Stützvorrichtung nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass das Maschengittermaterial (3) ein Metall, insbesondere Stahl, insbesondere feuerverzinkt ist.Supporting device according to one of claims 1 to 4, characterized in that the mesh grid material (3) is a metal, in particular steel, in particular hot-dip galvanized. Stützvorrichtung nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass das Stützelement (9) aus Metallgitter aufgebaut ist.Support device according to one of claims 1 to 5, characterized in that the support element (9) is constructed of metal mesh. Stützvorrichtung nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, dass das Metallgitter senkrechte Streben (27) und waagerechte Streben (28) aufweist, die miteinander an Kreuzungspunkten verbunden, insbesondere verschweißt sind, wobei die senkrechten Streben (27) außen und die waagerechten Streben (28) innen verlaufen.Supporting device according to one of claims 1 to 6, characterized in that the metal grid vertical struts (27) and horizontal struts (28) connected to each other at intersection points, in particular welded, wherein the vertical struts (27) on the outside and the horizontal struts (28) run inside. Stützvorrichtung nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass Gitterstreben (15) der Maschengitterbox (1) an der Standfläche (10) bis in das Stützelement (9) durchgehend fortgesetzt sind.Supporting device according to one of claims 1 to 7, characterized in that lattice struts (15) of the mesh lattice box (1) on the base surface (10) to the support element (9) are continued throughout. Stützvorrichtung nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, dass das Stützelement (9) eine doppelt ausgebildete Maschengitterfläche aufweist, wobei insbesondere eine untere Maschengitterfläche (16) in Fortsetzung der Standfläche (10) ausgebildet ist und eine obere Maschengitterfläche (17) in Fortsetzung einer Rückseite (18) der Maschengitterbox (1) ausgebildet ist.Support device according to one of claims 1 to 8, characterized in that the support element (9) has a doubly formed mesh grid surface, wherein in particular a lower mesh grid surface (16) in continuation of the standing surface (10) is formed and an upper mesh grid surface (17) in continuation a rear side (18) of the mesh grid box (1) is formed. Stützvorrichtung nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, dass die Maschengitterbox (1) an ihrer Längsseite (6) als Eckelement (19) mit einem Ecköffnungswirikel (20) größer oder kleiner als 180° ausgebildet ist.Support device according to one of claims 1 to 9, characterized in that the mesh lattice box (1) on its longitudinal side (6) as a corner element (19) with a Ecköffnungswirikel (20) is formed larger or smaller than 180 °. Stützvorrichtung nach Anspruch 10, dadurch gekennzeichnet, dass an beiden Eckschenkein (21) insbesondere durchgehende, vorzugsweise miteinander verbundene Stützelemente (9) vorgesehen sind.Support device according to claim 10, characterized in that on both Eckschenkein (21) in particular continuous, preferably interconnected support elements (9) are provided. Stützvorrichtung nach einem der Ansprüche 1 bis 11, dadurch gekennzeichnet, dass eine Befüllöffnung (22) an der Oberseite (8) der Maschengitterbox (1) vorgesehen ist.Support device according to one of claims 1 to 11, characterized in that a filling opening (22) on the upper side (8) of the mesh lattice box (1) is provided. Stützvorrichtung nach einem der Ansprüche 1 bis 12, dadurch gekennzeichnet, dass zwischen dem Füllmaterial (2) eine Innenbeleuchtung der Maschengitterbox (1) vorgesehen ist.Supporting device according to one of claims 1 to 12, characterized in that between the filling material (2) an interior lighting of the mesh grid box (1) is provided. Verwendung einer Stützvorrichtung mit einer Maschengitterbox (1) und mit einem Stützelement (9), insbesondere nach einem der Ansprüche 1 bis 13, zum Aufbau einer Mauer und/oder zum Abstützen einer Massenansammlung (23), insbesondere zum Abstützen von Erde, wobei die Stützvorrichtung so angeordnet ist, dass das Stützelement (9) der Massenansammlung zugewandt ist und insbesondere das Stützelement (9) von Drainageelementen und/oder Masse nahezu vollständig eingeschlossen ist.Use of a supporting device with a mesh lattice box (1) and with a supporting element (9), in particular according to one of claims 1 to 13, for building a wall and / or for supporting a mass accumulation (23), in particular for supporting earth, wherein the supporting device is arranged so that the support element (9) facing the mass accumulation and in particular the support element (9) of drainage elements and / or mass is almost completely enclosed. Verwendung nach Anspruch 14, dadurch gekennzeichnet, dass eine Befestigung des Untergrunds der Stützvorrichtung insbesondere vor dem Einsetzen der Stützvorrichtung vorgesehen ist, insbesondere mittels eines Fundaments aus gestampftem Kiesbett, gestampften Mineralbeton oder eines vorab gesondert hergestellten Fundaments.Use according to claim 14, characterized in that an attachment of the substrate of the support device is provided in particular prior to insertion of the support device, in particular by means of a foundation of crushed gravel bed, crushed mineral concrete or a previously separately prepared foundation. Verwendung nach Anspruch 13 oder 14, dadurch gekennzeichnet, dass eine vorbestimmte Anzahl von Stützvorrichtungen aneinander zu reihen ist zur Erreichung einer gewünschten Länge der Massenansammlung, wobei die einzelnen Stützvorrichtungen insbesondere mit einem einheitlichen Maß, insbesondere mit einer Breite von etwa 1 m, ausgebildet sind.Use according to claim 13 or 14, characterized in that a predetermined number of supporting devices is to be lined up to achieve a desired length of the mass accumulation, wherein the individual support devices in particular with a uniform dimension, in particular with a width of about 1 m, are formed.
EP06007628.8A 2005-04-11 2006-04-11 Retaining apparatus Not-in-force EP1712687B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE200510016733 DE102005016733A1 (en) 2005-04-11 2005-04-11 Support structure for a mesh box, to be filled for the erection of a wall with a filling, gives support along a longitudinal side and the base in a L-shaped structure

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EP1712687A1 true EP1712687A1 (en) 2006-10-18
EP1712687B1 EP1712687B1 (en) 2016-08-31

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DE (2) DE202005021668U1 (en)

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DE202007002425U1 (en) * 2007-02-14 2008-06-26 Legi Gmbh Endless Gabion Wall
BE1017506A3 (en) * 2007-03-16 2008-11-04 Motte Dit Falisse Gilles Jacques Abel Marie Gabion for forming e.g. stair step, has corners including straight, round or elongated shape with L, U, square, round or triangular shaped section to receive blocks based on shape and place of block in gabion
WO2011154714A1 (en) * 2010-06-11 2011-12-15 Hesco Bastion Limited Barrier assembly for shoreline
EP3085837A1 (en) 2015-04-09 2016-10-26 Christian Stegmann Support device with a grid box

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DE502007006236D1 (en) * 2006-11-24 2011-02-24 Konrad Lehrhuber Wall with panels and posts
DE102009015691B3 (en) 2009-03-31 2010-08-26 Thomas Schmitz gabion
BE1022107B1 (en) * 2013-02-05 2016-02-16 Betafence Holding Nv FENCE AND METHOD OF INSTALLING SUCH FENCE
CN107476481A (en) * 2017-09-26 2017-12-15 郭伍常 A kind of ventilative filling box with support member
DE102019102039A1 (en) * 2019-01-28 2020-07-30 Günter Kaufmann Coastal Protection Agency

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Cited By (5)

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Publication number Priority date Publication date Assignee Title
DE202007002425U1 (en) * 2007-02-14 2008-06-26 Legi Gmbh Endless Gabion Wall
BE1017506A3 (en) * 2007-03-16 2008-11-04 Motte Dit Falisse Gilles Jacques Abel Marie Gabion for forming e.g. stair step, has corners including straight, round or elongated shape with L, U, square, round or triangular shaped section to receive blocks based on shape and place of block in gabion
WO2011154714A1 (en) * 2010-06-11 2011-12-15 Hesco Bastion Limited Barrier assembly for shoreline
EP3085837A1 (en) 2015-04-09 2016-10-26 Christian Stegmann Support device with a grid box
DE202016008259U1 (en) 2015-04-09 2017-06-02 Christian Stegmann Support device with a mesh lattice box

Also Published As

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EP1712687B1 (en) 2016-08-31
DE102005016733A1 (en) 2006-10-12
DE202005021668U1 (en) 2009-03-12

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