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EP2312062B1 - Gabione - Google Patents

Gabione Download PDF

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Publication number
EP2312062B1
EP2312062B1 EP20100008702 EP10008702A EP2312062B1 EP 2312062 B1 EP2312062 B1 EP 2312062B1 EP 20100008702 EP20100008702 EP 20100008702 EP 10008702 A EP10008702 A EP 10008702A EP 2312062 B1 EP2312062 B1 EP 2312062B1
Authority
EP
European Patent Office
Prior art keywords
wires
grid
gabion according
gabion
bottom plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Not-in-force
Application number
EP20100008702
Other languages
German (de)
English (en)
Other versions
EP2312062A1 (fr
Inventor
Manfred Beckert
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Rothfuss Thomas
Original Assignee
Rothfuss Thomas
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Rothfuss Thomas filed Critical Rothfuss Thomas
Publication of EP2312062A1 publication Critical patent/EP2312062A1/fr
Application granted granted Critical
Publication of EP2312062B1 publication Critical patent/EP2312062B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0208—Gabions
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/02—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise
    • E01F8/021—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise with integral support structure
    • E01F8/025—Gabion-type
    • 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

Definitions

  • the invention relates to a gabion according to the preamble of claim 1.
  • the posts are usually square tubes, which are mounted so that two opposite longitudinal edges lie in the plane of the front and rear front grille of the gabion. Between the front grilles and these longitudinal edges of the square tubes form narrowing spaces from the interior of the gabion in the direction of the square tubes, which are difficult to fill with the respective material. As the square tubes are visible from the outside, they also affect the appearance of the walls formed from the gabions.
  • Gabions are known ( DE 20 2008 010 662 U1 ), in which the side rails which connect the front with the rear front grille, are provided with a lower end portion which projects beyond the front grille. These end portions have two spaced-apart, extending in the longitudinal direction of the side rails wires, which are secured with their upper end to cross wires of the side rails. As a result, the lower end portion is connected via a stiffening zone with the remaining part of the side rail.
  • the invention has the object of providing the generic gabion in such a way that it can be designed in a structurally simple manner and fixed to the ground.
  • the gabions can be easily fastened to the ground via the side rail end sections without the need for additional posts or other anchoring elements.
  • the end portions of the side rails do not interfere with the filling of the gabions and also do not affect the appearance of fences produced from such gabions or the like.
  • the gabions according to the invention can be easily mounted using the end portions of the side rails and without special labor and assembly costs.
  • the stiffening zone at the transition from the end portion to the remainder of the side lattice has transverse wires which run obliquely to the longitudinal direction of the side lattice and are provided on both sides of the side lattice. The stiffening zone ensures that the side rail has a high flexural rigidity.
  • the side rails may, for example, at a width of about 20 to 25 cm have a height of up to about 2 m, without the risk that the side rails in filled gabions when loaded by the filler bends.
  • the gabions described below can be used to erect fences or walls, such as noise barriers, which consist of gabions arranged in series next to and / or above one another. These gabions are composed of individual rectangular wire meshes, in particular Fig. 1 shows.
  • the gabion according to Fig. 1 has a rear front grille 1, side rails 2, 3 and a front front grille 4 Fig. 3 ) on.
  • the grids 1 and 4 are the same. They consist of horizontal and vertical wires 6 and 7, which intersect at right angles. The horizontal wires 6 are bent hook-shaped at their ends 5 in the same direction.
  • the side rails 2, 3 are also identical to each other and also consist of horizontal and vertical wires 6, 7, the horizontal wires but not bent Have ends.
  • the grids 1 and 4 are hooked with their hook ends 5 in the marginal vertical wires 7 of the side rails 2, 3, so that a flat outside is formed. At their upper ends, the grids 1 to 4 may be connected to a cover-side wire grid 32.
  • the horizontal wires 6 of the side rails 2, 3 are located on the side facing the interior of the gabion.
  • the hook ends 5 of the front grille 1, 4 are on the horizontal wires 6 of the side rails 2, 3, so that the front grille 1, 4 are supported in the height direction of the side rails 2, 3. Since the front grille 1, 4 can hang with the hook ends 5 in the side rails 2, 3, no additional connecting elements are necessary to connect the wire mesh 1 to 4 together.
  • the lid grid 32 has longitudinal wires 33 which are interconnected by transverse wires 34.
  • the cover grid 32 has three longitudinal wires 33, which extend at a distance parallel to each other and are interconnected by the mutually parallel, spaced behind each other transverse wires 34.
  • each one of the transverse wires 34 is welded so that the ends of the longitudinal wires 33 do not project beyond these end transverse wires 34.
  • the transverse wires 34 are the same. One end of the transverse wires 34 is designed as a hook 35, while the other end 36 is angled. The two ends 35, 36 protrude laterally beyond the longitudinal wires 33. As it turned out Fig. 1 results, the hook-shaped ends 35 of the transverse wires 34 are hooked in the upper horizontal wire 6 of the front grille 1 from the outside. The opposite angled ends 36 of the transverse wires 34 overlap the upper horizontal wire 6 of the front grid 4. The ends 36 are angled so that they form an acute angle with the transverse wire 34. As a result, when the cover grille 1 is mounted, the ends 36 protrude slightly inwards into the interior of the gabion. Due to this configuration, the upper horizontal wire 6 of the front grille 4 has to be slightly inward be bent so that the bent ends 36 can overlap this horizontal wire 6.
  • the lid grid 32 is advantageously made of the same material as the grid 1 to 4. Due to the described ends of the transverse wires 34, the lid grid 32 can be easily mounted. The lid grille 32 is also dimensionally stable mounted when the hooks 36 are not bent further.
  • the cover grid 32 gives the protestschgabione overall significantly more dimensional stability in the upper area.
  • the gabion when the gabion is very narrow, for example, only has a thickness of about 18 cm, the gabion can be kept dimensionally stable in larger viewing areas and larger heights.
  • the side rails 2, 3 have at their outer and inner sides diagonally extending transverse wires 18, 18 ', which extend diagonally from one outer vertical wire 7 to the opposite outer vertical wire 7 between height wires 19 stacked vertically above one another.
  • the external transverse wires 18 intersect the internal transverse wires 18 ', whereby a high bending stiffness of the side rails 2, 3 is achieved by simple means. This is expedient especially at high side rails.
  • the bottom of the gabion after Fig. 1 is formed by inwardly towards each other bent Endabschniite 8, 9 of the side rails 2, 3. With them, the gabion rests against the ground, on which it is fastened with a base plate 10, 11 and screws 16, 16 'or similar fastening means.
  • the bottom plates 10, 11 rest on the bent side rail sections 8, 9 and are welded thereto.
  • the bottom plates 10, 11 are preferably formed the same. They have a rectangular outline with a width corresponding to the width of the side rails 2, 3 and a width corresponding to the width of the bending sections 8, 9.
  • One of these floor panels 10 is in FIG. 4 enlarged. It has rectangular Outline with mutually parallel longitudinal edges 12, 12 'and mutually parallel narrow edges 15, 15'.
  • the bottom plate 10 has at a small distance from the edges 15, 15 'and extending parallel to these elongated holes 14, 14.
  • To attach the side rails 2, 3 and their bottom plates 10, 11 on the ground are through the slots 14 with the interposition of washers the fastening bolts or screws 16, 16 '( Fig. 2 ), which anchors the gabion underground.
  • the fastening bolts or screws 16, 16 '( Fig. 2 ) which anchors the gabion underground.
  • 9 has a width which is slightly larger than the distance between two adjacent vertical wires 7 of the front grille 1, 4th
  • the bottom plates 10, 11 also have other dimensions 2, 3, depending on the dimensions of the associated side rails or their end portions 8, 9 has.
  • the width and height of the side rails 2, 3 can, like the Fig. 5 . 6 . 11 and 12 show vary depending on the size of the gabion.
  • the side walls 2, 3 may have a height of up to about 2 m and a width of about 23.5 cm.
  • Fig. 5 shows a side rail 2, which has a relatively small height, but which is wider than the side rails 2, 3 according to Fig. 1
  • the side rails 2, 3 after the Fig. 6 . 11 and 12 are also wider than the side rails 2, 3 after Fig. 1 but also higher than this.
  • Fig. 1 are the side rails 2, 3 bent directly below the lowest horizontal wire 19 to form the Gitterendabterrorisme 8, 9 perpendicular.
  • the embodiment according to Fig. 5 is welded to the bent grid end portion 8 of the side rail 2, the bottom plate 10, which rests with its one longitudinal side 12 'on the vertical wires 7, while the top of the bottom plate 10 is located directly below the lower horizontal wire 19.
  • bottom plate 10 rests with its underside and its longitudinal side 12 'on all vertical wires 7 of the side rail 2, 3, results in a variety of Welds between the wires 7 and the bottom and the longitudinal side 12 'of the bottom plate 10, which ensures a secure attachment of the bottom plates 10 on the side rails 2, 3.
  • the bent ends of the vertical wires 7 have a length which advantageously corresponds at least to the width of the bottom plates 10. Then arise correspondingly long welds between these ends and the bottom plate 10th
  • the lowermost horizontal wire 19 of the side rail 2, 3 overlaps the bottom plate 10 (FIG. Fig. 5 ), which contributes to a secure attachment of the bottom plate.
  • the side rail 2 is higher than in the embodiment according to Fig. 5 ,
  • the side rails 2, 3 has the crossing transverse wires 18, 18 '. Over most of the height of the side rail 2, 3, the horizontal wires 6 have the same distance from each other.
  • In the lower part of the side rails 2, 3 is provided with a stiffening zone 31. It has three horizontal wires 19 which are smaller in pitch than the other horizontal wires of the side rails 2, 3.
  • the horizontal wires 19 in the stiffening zone 31 may be spaced from each other, for example, only about half the distance between the other horizontal wires 19.
  • the crossing wires 18, 18 ' are also provided, which intersect each other at a smaller angle than the other transverse wires of the side rail 2, 3. This results in a very high rigidity of the side rail 2, 3rd in the stiffening zone 31, which is provided immediately after the bent grid section 8.
  • the lying on the bent end portion 8 bottom plate 20 is fixed with a counterpart 21 by clamping on the side rail 2, as in particular Fig. 8 shows.
  • the bottom plate 20 ( Fig. 9 ) is formed as a rectangular plate having at its one longitudinal side 12 at the same distance juxtaposed grooves 13 which extend across the width of the bottom plate 20 extend and in which mounted at bottom plate 20, the vertical wires 7 of the side rail 2 are positively. Also in the bottom of the bottom plate 20 advantageously grooves are provided, in which engage the wires 7 of the end portion 8.
  • threaded holes 22 are provided in the threaded bolt 25 (FIG. Fig. 8 ) are screwed to clamp the bottom plate 20 with the interposition of the side rail 2, 3 with the counterpart 21.
  • the side rails 2, 3 is characterized without play on the longitudinal side 12 of the bottom plate 20 at.
  • counterpart 21 is provided.
  • the counterpart 21 is formed as a plate which is shorter than the bottom plate 20, but may have a slightly greater thickness than this.
  • the counterpart 21 is arranged edgewise in mounted length. It has two spaced apart and with a smaller distance from the narrow sides 23, 23 'lying counterbores 24, 24', in which the heads of the threaded bolt 25 are recessed in the mounted position.
  • two of the narrow sides 23, 23 'subsequent grooves 28, 28' are provided on the side rails 2, 3 facing side 27, extending over the entire height of the outside 27 extend.
  • the bottom plate 20 is placed on the grid end section 8 for attachment to the side rails 2, 3 so that the vertical wires 7 of the side rails 2, 3 lie in the grooves 13. Thereafter, the counterpart 21 is applied to the outside of the side rail 2, 3, that the lowering openings 24 are aligned with the threaded holes 22. With the threaded bolt 25, the counterpart 25 and the bottom plate 20 with the interposition of the side rails 2, 3 braced against each other. Then the fastening bolts 16, 16 'inserted through the slots 14, 14' and anchored in the ground. The end portions 8 project beyond the bottom plate 20 (FIG. Fig. 8 ), so that the end section 8 is securely held on the ground with mounted gabion.
  • Fig. 11 shows a gabion in which the side rails 2, 3 are not angled, but have elongated Gitterendabitese 8, 9, which are down over the front grille 1, 4 protrude.
  • Fig. 12 the one side rail 2 is shown enlarged. It is the same except for the additional transverse wires 18 'and the elongated grid end portion 8 as the side rails 2 after Fig. 1 , Another difference is that in the transition region 30 between the end portion 8 and the remaining upper part of the side rail 2 additional, in the embodiment, two additional horizontal wires 6 'are provided, from each other and from the adjacent grid wires 6 of the end portion 8 and the rest of the side rail 2 smaller distance than the other horizontal wires 6 from each other.
  • the end portion 8 is formed much longer than the side rails after Fig. 1 , Between the horizontal wires 6, 6 'of the end portion 8 and the stiffening zone 30 no transverse wires are provided.
  • the end portion 8 is advantageously used so far into the ground that the lowest additional horizontal wire 6 'is located directly above the ground.
  • the described design of the side rails 2, 3 has the advantage that the gabion can be formed without bottom and yet can be properly secured in the ground on the side end portions 8, 9.
  • the front grille 1, 4 can be easily hung in the side rails.
  • the individual gabions can be arranged directly next to one another to form a fence or the like, without the need for additional holding means, such as posts or the like.
  • the gabions or fences made from them have an aesthetic appearance. Due to the described attachment of the gabions in the ground and the transverse stiffening of the side rails 2, 3 by the transverse wires 18, 18 'and the bending stiffening zone 30, 31, the gabions have a high flexural rigidity, which can be achieved in a structurally simple manner. As a result, the gabions can also be manufactured inexpensively. Since the bending reinforcement zones 30, 31 are located in the upwardly extending part of the side rails 2, 3 after the end sections 8, 9, a particularly high bending stiffness of the side rails results.

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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)
  • Revetment (AREA)

Claims (14)

  1. Gabion avec un treillis frontal (1, 4) à l'arrière et à l'avant, connectés l'un à l'autre par des treillis latéraux (2, 3), le treillis latéral (2, 3) étant muni d'une section finale (8, 9) inférieure, connectée sur au moins une zone de renforcement (30, 31) avec la partie restante du treillis latéral (2, 3) et qui est formée par une zone dépassant les treillis frontaux (1, 4),
    caractérisé en ce que la zone de renforcement (30, 31) comprend des fils transversaux (18, 18'), se déroulant oblique par rapport au sens longitudinal du treillis latéral (2, 3) et sont prévus sur les deux côtés du treillis latéral (2, 3).
  2. Gabion selon revendication 1,
    caractérisé en ce que la section finale (8, 9) est courbée par rapport à la partie restante du treillis latéral (2, 3) préférentiellement à peu près à angle droit et qu'elle est située avantageusement environ dans la zone au dessous des treillis frontaux (1, 4).
  3. Gabion selon revendication 2,
    caractérisé en ce que la section finale (8, 9) courbée peut être fixée dans le fond au moyen d'au moins une plaque de fond (10, 20).
  4. Gabion selon revendication 3,
    caractérisé en ce que la plaque de fond (10) est soudée sur la section finale (8, 9) courbée.
  5. Gabion selon revendication 3 ou 4,
    caractérisé en ce que la plaque de fond (10) est soudée avec son grand côté (12') à la partie verticale du treillis latéral (2, 3).
  6. Gabion selon revendication 3,
    caractérisé en ce que la plaque de fond (20) est haubanée au treillis latéral à l'aide d'au moins un pendant (21) par une couche intermédiaire du treillis latéral (2, 3) et comprend avantageusement sur sa face inférieure et/ou sur son grand côté (12) des rainures (13), dans lesquelles s'engagent des fils (7) du treillis latéral (2, 3).
  7. Gabion selon revendication 1,
    caractérisé en ce que la section finale inférieure (8, 9) peut être fixée directement dans le fond.
  8. Gabion selon une quelconque des revendications 1 à 7,
    caractérisé en ce que les treillis latéraux (18, 18') se croisent.
  9. Gabion selon une quelconque des revendications 1 à 8,
    caractérisé en ce que, entre des fils transversaux (18, 18') superposés en direction longitudinale du treillis latéral (2, 3) respectivement au moins un fil horizontal (19) est prévu.
  10. Gabion selon une quelconque des revendications 1 à 9,
    caractérisé en ce que les treillis latéraux (2, 3) comprennent des renforcements longitudinaux et/ou transversaux (18, 18'; 6').
  11. Gabion selon une quelconque des revendicatons 1 à 10,
    caractérisé en ce que le gabion comprend au moins un treillis de couvercle (32), comprenant avantageusement des fils transversaux (34), connectant des fils longitudinaux (33), dont les extrémités (35, 36) sont configurées comme éléments de serrage.
  12. Gabion selon revendication 11,
    caractérisé en ce qu'une extrémité (35) des fils transversaux (34) est en forme de crochet.
  13. Gabion selon revendication 11 ou 12,
    caractérisé en ce que l'autre extrémité (36) des fils transversaux (34) est courbée.
  14. Gabion selon revendication 13,
    caractérisé en ce que l'autre extrémité (36) des fils transversaux (34) est formée un angle de plus de 90°.
EP20100008702 2009-10-07 2010-08-20 Gabione Not-in-force EP2312062B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE200920014026 DE202009014026U1 (de) 2009-10-07 2009-10-07 Gabione

Publications (2)

Publication Number Publication Date
EP2312062A1 EP2312062A1 (fr) 2011-04-20
EP2312062B1 true EP2312062B1 (fr) 2012-07-11

Family

ID=42055522

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20100008702 Not-in-force EP2312062B1 (fr) 2009-10-07 2010-08-20 Gabione

Country Status (3)

Country Link
EP (1) EP2312062B1 (fr)
DE (1) DE202009014026U1 (fr)
ES (1) ES2390922T3 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT12701U1 (de) * 2009-07-24 2012-10-15 Scherf Juergen Steinkorbanordnung

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202007003263U1 (de) * 2007-03-02 2007-06-06 Draht Christ Gmbh Behälter zum Befüllen mit Steingut
DE202008010662U1 (de) * 2008-08-12 2008-10-16 Strobel, Meikel Steinkorb

Also Published As

Publication number Publication date
ES2390922T3 (es) 2012-11-19
EP2312062A1 (fr) 2011-04-20
DE202009014026U1 (de) 2010-03-25

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