EP1959058B1 - Mur à gabion sans fin - Google Patents

Mur à gabion sans fin Download PDF

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Publication number
EP1959058B1
EP1959058B1 EP08002740A EP08002740A EP1959058B1 EP 1959058 B1 EP1959058 B1 EP 1959058B1 EP 08002740 A EP08002740 A EP 08002740A EP 08002740 A EP08002740 A EP 08002740A EP 1959058 B1 EP1959058 B1 EP 1959058B1
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EP
European Patent Office
Prior art keywords
mesh
elements
wall
continuous
gabion
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.)
Active
Application number
EP08002740A
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German (de)
English (en)
Other versions
EP1959058A1 (fr
Inventor
Norbert Lechtenböhmer
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.)
Legi GmbH
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Legi GmbH
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Publication date
Application filed by Legi GmbH filed Critical Legi GmbH
Priority to PL08002740T priority Critical patent/PL1959058T3/pl
Publication of EP1959058A1 publication Critical patent/EP1959058A1/fr
Application granted granted Critical
Publication of EP1959058B1 publication Critical patent/EP1959058B1/fr
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Classifications

    • 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
    • E02D29/0208—Gabions

Definitions

  • the invention relates to the field of gabions, i. cavities spanned by cubic wireframe elements, which are filled with a bed, in particular a riprap.
  • each stone basket - hereinafter generally referred to as gabion - has six sides formed by grid elements perpendicular to each other.
  • the self-level grid elements for the shaping and shape retention and education planer surfaces that allow stacking to a wall as in extremely large blocks of a usual size of 1 to 2 sqm 3 volume.
  • the gabions are stacked offset to each other, so that a wall-like but mortar-free composite is formed, in which each new level has an upper side formed by grid elements on which a bottom formed by a grid element of the next overlying gabion can be placed.
  • Such gabions can be filled in situ with a riprap and closed after they are already in position, or ready-made gabions such as stone cuboids are positioned in place over hoists.
  • - Gabions tend to bulge under the pressure of the filling on the outer wall surfaces, which is accompanied by deformations on the abutment surfaces.
  • the cost of materials is relatively large, which has a particularly adverse effect on such gabions with regard to kilometer-long traffic route boundaries.
  • the logistics and installation time are also a significant factor, especially for the bordering of traffic routes, such as roads or railway lines.
  • a generic gabion protective wall is described with a plurality of superposed hollow lattice-like components, in which a bulk material can be filled. These components are formed by the fact that cut lattice pieces are bent U-shaped and then put on each other. The components are fixed for stabilization on adjusting elements, which are fastened to a pole anchored in the ground.
  • the US 2005/0286980 A1 discloses a retaining wall for a ground formation such as a slope.
  • the support wall comprises at least one, but preferably a plurality of reinforcing mats to be arranged on the bottom side, a wall end face, and wire baskets for coarse bulk material arranged in a tiered manner. It is provided that the front and back sides of the wire baskets have a narrower mesh size than the cross-linking grid elements. In this way, falling out of the bulk material is avoided on the front side and at the same time does not hinder distribution of the bulk material within the wire baskets perpendicular to the cross-linking grid elements.
  • the stabilizing function of the bottom reinforcing mats is indispensable for every wire basket floor.
  • the reinforcement mats are anchored approximately in the ground or in a bulk material between two wall sections. The floor-like arrangement with respective anchoring results in a considerable assembly and material costs.
  • the invention has for its object to improve the Eigentragêt and stability of the endless gabion wall with low assembly and material costs for gabions produced endless walls.
  • grid elements are used in which at least a portion of the horizontal bars is made double, the horizontal bars arranged on one side and on the other side of vertical bars and with this example are connected by welding at the same height level.
  • doubled horizontal relief bars are alternately shorter than are held on the opposite grid table, inter alia, in order to realize a self-level appearance at the overlapping point.
  • the invention also makes it possible, in principle without vertical joints, to realize a practically endless gabion wall which is stable in itself without any further measures and can be realized without further connecting means, the filling taking place after erecting the grid structure on site , On a maximally still manageable cuboid size no consideration must be taken, so that wall heights of eg 2 or 3 meters can be formed in one piece, since the vertical extent of the first and second grid elements that form the two outer wall surfaces, even at heights of 4 , 5 or 6 meters are easily transportable.
  • the Switzerlands In order to make optimum use of horizontal tensile forces caused by the cavity filling and the resulting outward-acting and surface-normal pressure, according to an embodiment of the invention, the Wermans institute at the outer wall-side ends of the third grid elements between closely adjacent vertical bars in an overlap region of the first and second, the outer wall surfaces forming grid elements arranged. As a result, horizontal tensile forces are transmitted from the horizontal bars of the first and second grid elements via the connecting element directly to the horizontal grid bar of the adjacent first and second grid element.
  • the Switzerlandians institute from the outer wall-side ends of the third grid elements cooperate with at least one vertical grid bar per grid element of the first or second grid elements in the joint area.
  • the tensile tie elements of each of the two adjacent first and second grid elements preferably overlapping at their edges, engage at least one horizontal grid bar each.
  • This arrangement has the further advantage that bumps or inclination changes of the footprint of the endless gabion wall evenly distributed over the wall height at the overlap edges can be compensated without further aids.
  • the adjacent grating element panels can therefore not only be set up and connected in an exactly parallel manner to each other, but also at a certain angle deviating from the perpendicular direction, and connected to one another. Furthermore, it is possible to realize a height offset at the overlapping joints of adjacent first and second grid elements in order to take account of terraced terrain forms.
  • Endless walls of the invention can also be realized in a polygonal manner as curved walls.
  • the overlap of the grid elements on one or the other outer wall surface can be correspondingly increased.
  • the widths of the first and second grid members may be selected differently or made by shortening.
  • the Switzerland Jardinharmsetti the third grid elements can be realized in various ways. Particularly simple to manufacture and assemble while still extremely suitable for the transfer of the upcoming horizontal forces have been bent by about 180 ° hook forms at the end of the horizontal bars of the third grid elements proven.
  • a high degree of design diversity and consideration of the respective expected forces on the grid elements results from specifying a freely selectable grid spacing of the horizontal and vertical grid bars of the first and second grid elements, wherein smaller horizontal distances of vertical grid bars in the region of the overlapping bump edges are particularly advantageous.
  • the lattice spacings of the third lattice elements are selected to be comparatively large in order to allow the cavity filling material in the region of these wall transverse partitions opportunity for mutual toothing with the lattice meshes and through them with the opposing Bats Swissgut.
  • the points of the two grids connected to the two outer wall surfaces are preferably both in the region of joints of the first and second grid elements and particularly preferably in a rectangular orientation to the outer wall surfaces.
  • the third grid elements are connected at their one outer wall-side edge with such a joint, while the opposite grid edge engage in a region between adjacent joints of the opposite outer wall surface.
  • FIGS. 1 to 10 show first grid elements 1. outer wall surfaces 1 'form with vertical bars 1 and double-laid horizontal bars 1B. Parallel opposite there are second grid elements 2 of vertical bars 2A and double-laid horizontal bars 2B to form a second outer wall surface 2 ', wherein the grid mesh prevent passage of a non-illustrated filling 5 forming piece goods through the outer wall surfaces.
  • Third grid elements 3 of vertical and horizontal bars 3A and 3B have a larger mesh size W than the outer wall surfaces, so that lumpy product interlocks with the lattice panels 3 and the adjacent Gregut Published Application (SIG) on the other transverse wall side.
  • fourth grid elements 4 which may be inserted outside overlapping areas 7 of the outer wall surfaces.
  • Hook-shaped tie rods 6 of the transverse walls 3 summarize the overlapping areas of adjacent outer wall grid elements 1, 2 and transmit transverse and longitudinal tensile forces of the endless gabion wall.

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (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)
  • Revetment (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Claims (12)

  1. Mur à gabion sans fin comprenant des premiers et des seconds éléments de grille (1, 2), formant une surface de paroi extérieure (1', 2') et une charge (5) dans la cavité entre les surfaces de paroi extérieure, cette charge étant en pierres, béton ou matériaux d'isolation et/ou autres produits en vrac, selon lequel les éléments de liaison écartés des surfaces de paroi extérieure comportant des troisièmes éléments de grille (3) dont les extrémités situées du côté de la paroi extérieure, ont des éléments de liaison en traction (6), et ces éléments de liaison en traction (6), viennent prendre directement derrière les tiges de grille (1A, 2A, 1B, 2B) des premiers et seconds éléments de grille (1, 2), qui se font face et qui forment les surfaces de paroi extérieure, et les premiers ou seconds éléments de grille sont respectivement reliés au niveau de leurs bords verticaux pour former une surface de paroi extérieure continue,
    mur caractérisé en ce que
    au moins une partie des tiges de grille (1B, 2B) horizontales, des premiers et/ou seconds éléments de grille sont doublées, et
    dans la zone de chevauchement, au niveau des points de jonction de premiers et/ou de seconds éléments de grille, voisins, il y a chaque fois l'une des tiges de grille horizontale, doublée est plus courte que l'autre tige de grille horizontale.
  2. Mur à gabion sans fin selon la revendication 1,
    caractérisé en ce que
    les tiges de grille, horizontales, doublées, sont installées sur un côté et sur l'autre côté d'éléments de grille, au même niveau en hauteur.
  3. Mur à gabion sans fin selon la revendication 1 ou 2,
    caractérisé en ce que
    les premiers et seconds éléments de grille (1, 2) formant les surfaces de paroi extérieure (1', 2'), sont reliés au niveau des bords de jonction verticaux de façon à se chevaucher et les éléments de liaison en traction (6) agissent dans la zone de chevauchement sur au moins un élément de grille par élément de grille (1 et/ou 2).
  4. Mur à gabion sans fin selon l'une des revendications 1 à 3, caractérisé en ce que
    les éléments de liaison en traction (6) sont installés sur au moins une extrémité située du côté de la paroi extérieure des troisièmes éléments de grille (3) entre des tiges verticales étroitement rapprochées (1A, 2A) dans une zone de chevauchement des premiers et des seconds éléments de grille (1, 2).
  5. Mur à gabion sans fin selon l'une des revendications 1 à 4, caractérisé en ce que
    les éléments de liaison en traction (6) sont pris par chacun les deux premiers et seconds éléments de grille, adjacents, avec au moins chaque fois une tige de grille (1B, 2B) horizontale.
  6. Mur à gabion sans fin selon l'une des revendications 1 à 5, caractérisé en ce que
    les éléments de grille se chevauchent plus fortement au niveau de la surface de paroi extérieure (1' ou 2') que les éléments de grille (2, 1) sur la surface de paroi extérieure opposée (2', 1') ou que la largeur des premiers et seconds éléments de grille (1, 2) est différente ou peut être rendue différente.
  7. Mur à gabion sans fin selon l'une des revendications 1 à 6, caractérisé en ce que
    les éléments de liaison en traction (6) sont déformés d'environ 180° pour former des extrémités en crochet de tiges de grillage (3B) horizontales des troisièmes éléments de grille (3).
  8. Mur à gabion sans fin selon l'une des revendications 1 à 7, caractérisé en ce que
    les premiers et/ou les seconds éléments de grille dans la zone de chevauchement au niveau des bords de jonction, comportent des tiges de grilles (1A, 2A), verticales, à faible distance horizontale par rapport aux parties restantes de l'élément de grille.
  9. Mur à gabion sans fin selon l'une des revendications 1 à 8, caractérisé par
    des quatrièmes éléments de grille (4) placés entre les points de jonction des premiers et des seconds éléments de grille.
  10. Mur à gabion sans fin selon l'une des revendications 1 à 9, caractérisé par
    des moyens d'accrochage de montage amovibles pour écarter provisoirement de manière exacte, le premier et le second élément de grille (1, 2), notamment avec une fixation serrée sur des tiges de grille horizontales ou verticales des premiers et des seconds éléments de grille.
  11. Mur à gabion sans fin selon l'une des revendications 1 à 10, caractérisé en ce qu'
    au moins l'un des intervalles de grille des troisièmes éléments de grille (3), est choisi supérieur à l'écart horizontal ou vertical correspondant des premiers et/ ou des seconds éléments de grille, de façon que les particules de matériaux de remplissage dans la zone de part et d'autre de la répartition transversale des parois s'accrochent aux mailles de la grille et dans celles-ci.
  12. Mur à gabion sans fin selon l'une des revendications 1 à 11, caractérisé en ce que
    la hauteur des seconds éléments de grille est de 0,50 à 10 mètres, de préférence comprise entre 1 à 4 mètres et notamment de manière préférentielle, entre 2 et 3 mètres.
EP08002740A 2007-02-14 2008-02-14 Mur à gabion sans fin Active EP1959058B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL08002740T PL1959058T3 (pl) 2007-02-14 2008-02-14 Ściana gabionowa bez końca

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202007002425U DE202007002425U1 (de) 2007-02-14 2007-02-14 Endlos-Gabion-Wand

Publications (2)

Publication Number Publication Date
EP1959058A1 EP1959058A1 (fr) 2008-08-20
EP1959058B1 true EP1959058B1 (fr) 2011-04-20

Family

ID=39332230

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08002740A Active EP1959058B1 (fr) 2007-02-14 2008-02-14 Mur à gabion sans fin

Country Status (5)

Country Link
EP (1) EP1959058B1 (fr)
AT (1) ATE506492T1 (fr)
DE (2) DE202007002425U1 (fr)
DK (1) DK1959058T3 (fr)
PL (1) PL1959058T3 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202009011874U1 (de) * 2009-08-24 2010-01-07 Rothfuss, Thomas Drahtkorb sowie Distanzhalter zur Verwendung bei Drahtkörben
FI123233B (fi) * 2010-11-11 2012-12-31 Suunnittelupuu Oy Menetelmä ja laite kivi- tms. korien tekemiseksi
WO2017085542A1 (fr) * 2015-11-19 2017-05-26 GUIDETTI, Patrizia Élément structurel pour consolider des barrages en terre
CZ308763B6 (cs) 2019-04-03 2021-05-05 Herkul A.S. Stavební prvek

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9103220U1 (de) * 1991-03-16 1991-06-13 Czinki, Lászlo, Dr., 4300 Essen Lärmschutz- und Hangstützwand aus Drahtgittermatten
DE4208286A1 (de) * 1991-03-16 1992-09-17 Czinki Laszlo Laermschutz- und hangstuetzwand aus bauchigen drahtgittermatten
EP0641895B1 (fr) * 1993-09-03 1999-06-02 E. Becker & Co. GmbH Procédé et système de fabrication de trames en fil grillagé pour des structures portantes tridimensionnelles
AU1961300A (en) * 1999-01-19 2000-08-07 Marc Braendli Wall, preferably a protective wall
DE10111670A1 (de) * 2001-03-09 2002-09-12 Thomas Rothfuss Einrichtung, insbesondere Drahtkorb zur Verwendung als Böschungssicherung und/oder zur Aufnahme von Gut, wie Erde, Steine, Recyclingmaterial oder dergleichen
EP1589151A3 (fr) * 2004-04-21 2006-06-07 Wolfgang Deutschle Construction d'ossature pour l'installation de murs de protection contre le bruit, vent etc.
US7033118B2 (en) * 2004-06-23 2006-04-25 Hilfiker Pipe Company Compressible welded wire retaining wall and rock face for earthen formations
US20050284080A1 (en) * 2004-06-29 2005-12-29 Gallego Jorge E Bastions for force protection and military applications
DE202005021668U1 (de) * 2005-04-11 2009-03-12 Schüssler, Jochen Stützvorrichtung
NL1030924C2 (nl) * 2006-01-16 2007-07-18 Tweko Wandelement.
DE202006003299U1 (de) * 2006-03-02 2006-05-11 Führle, Gottfried Gitterwand-Vorrichtung zur Aufnahme von schüttfähigem Steingut
EP1881114A3 (fr) * 2006-07-17 2010-01-13 France Maccaferri Procédé de fabrication d'un élément individuel de construction rempli destiné à un ouvrage de génie civil
DE202006015780U1 (de) * 2006-10-12 2006-12-21 Ferrondo Gmbh Anordnung zur Verbindung von Drahtgitterelementen zum Aufbau von Gabionen und ähnlichen Drahtgitterkorbstrukturen

Also Published As

Publication number Publication date
DE502008003235D1 (de) 2011-06-01
PL1959058T3 (pl) 2011-09-30
EP1959058A1 (fr) 2008-08-20
DE202007002425U1 (de) 2008-06-26
DK1959058T3 (da) 2011-08-08
ATE506492T1 (de) 2011-05-15

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