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EP1505211B1 - Gabion - Google Patents

Gabion Download PDF

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Publication number
EP1505211B1
EP1505211B1 EP04027081A EP04027081A EP1505211B1 EP 1505211 B1 EP1505211 B1 EP 1505211B1 EP 04027081 A EP04027081 A EP 04027081A EP 04027081 A EP04027081 A EP 04027081A EP 1505211 B1 EP1505211 B1 EP 1505211B1
Authority
EP
European Patent Office
Prior art keywords
gabion
rods
stone
flat element
flat
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.)
Expired - Lifetime
Application number
EP04027081A
Other languages
German (de)
English (en)
Other versions
EP1505211A1 (fr
EP1505211B8 (fr
Inventor
Rainer Weber
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
Original Assignee
Legi GmbH
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=7946286&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1505211(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Legi GmbH filed Critical Legi GmbH
Publication of EP1505211A1 publication Critical patent/EP1505211A1/fr
Publication of EP1505211B1 publication Critical patent/EP1505211B1/fr
Application granted granted Critical
Publication of EP1505211B8 publication Critical patent/EP1505211B8/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/129—Polyhedrons, tetrapods or similar bodies, whether or not threaded on strings
    • 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
    • E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
    • E01F7/04—Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
    • E01F7/045—Devices specially adapted for protecting against falling rocks, e.g. galleries, nets, rock traps
    • 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 a stone basket, consisting of interconnected Fläciienegruo, iten.
  • Such stone baskets are for example from the DE 39 17 756 A1 Known there, where grid fields of flocks of crossing wires at the intersections welded together and are interconnected by means of helical or helical wires and the limited by the intersecting wires surfaces form a basic grid for each of the two expansions and the lattice feeds in each of two expansions Whole number of such basic grid.
  • a ballast which is composed of Gitterfeldem, each consisting of two intersecting flocks of bars. At the crossing points, the bars are welded and thus form a network. In the edges of the adjoining grids are bound together on the parallel bars by means of wire coils.
  • the invention has for its object to facilitate the use of stone baskets, to accelerate and expand the use of stone baskets.
  • the stone basket according to the invention has properties that do not have the known stone baskets.
  • the stone basket according to the invention is by its construction so dimensionally stable that it can be filled at the factory (in a factory or in a quarry) with stones without bending during lifting and transporting. This makes it possible for the first time to fill the stone baskets on a vibrating station, whereby a technically qualified compression of the filling material is achieved. This is not possible with conventional wire ball baskets.
  • the compaction by means of vibrating crimp is of great importance. It contributes greatly to the overall stability of the stone basket and reduces the risk of later deformation / bulging, as can be seen in normal wire ball baskets.
  • a high dimensional accuracy is achieved as a Auflastrüttelung at the filling point, the Auflastrüttelplatte the stones can shake down exactly to the upper end of the stone basket.
  • the generally resulting cavitation between the front fabricateri stone fill and the backfilling with gravel can be significantly reduced, which can later lead to sagging of the filling material and the Lasmuf saltrich and overall stability of the wire ballast basket influenced negatively and can lead to deformation and bulges.
  • the stone basket according to the invention can be filled due to its stability lying on the visible side, so that the formation of cavities can be prevented. Subsequently, the stone basket is rotated by 90 °, so that the front of the stone basket is visible, which is impossible in conventional wire baskets.
  • the stone basket according to the invention thus opens up completely new possibilities. On the one hand eliminates the filling at the site, where there is often lack of space and time. Finally, in the case of a central filling, these can take place in a hall provided for this, which means that the stone baskets can be filled even in difficult climatic conditions, e.g. in freezing or heavy rain, and thus facilitates the working conditions.
  • a stone wall can be produced in series as a finished part with the stone basket according to the invention and transported as such to the point of use.
  • the delivery vehicle can be used to move the stone baskets directly, which results in an enormous saving of time compared with the wire ball baskets usually filled on site.
  • Naturally sturdy stone baskets can of course also be delivered to the construction site when empty.
  • An embodiment of the invention is that the means for transporting consists of a U-shaped sling bar whose legs each have at their two ends a hook for hanging in the stone basket.
  • the lifting device is designed so that it can be easily lifted by any lifting device, such as a forklift, crane, excavator, etc.
  • the transport means has legs, the ends of which each have a twice counter-curved hook and that the Einklinkin on the stone basket of two horizontal, consist of parallel wires whose distance corresponds to the centers of the two opposing bends of the hooks.
  • the free end of the legs after the second bend has a length of at least 15 mm and is bent by approximately 180 °.
  • the stone basket is designed as a parallelepiped.
  • the lower rod ends are Z-shaped, wherein the distance of the opposite centers of the Z-Biogung is identical to the distance between two parallel bars of a perpendicular einklinkenden to the professionnelemonten surface element.
  • the mutually parallel rods are formed on two opposite edge portions of the bottom surface forming element.
  • a further development of the invention consists in that, in the case of cross-welded bars of the surface elements, the bars are constructed in one direction as double bars, which are arranged on both sides of the intersecting bars.
  • a development of the invention is that the stone basket at the top and / or at least one side surface is open.
  • the stones contained in the stone basket are not covered by the surface elements and it is an attractive design of embankments, etc. made of stone baskets possible.
  • the stone basket 1 consists of a metal or plastic mesh or braid, which is also dimensionally stable in the filled state and which can be protected against the effects of the weather (eg by galvanizing, painting, plastic coating, etc.).
  • the grid or mesh sizes depend on the particular stone filling used.
  • the stone basket 1 is preferably in the form of a parallelepiped, which facilitates an arrangement of the stone baskets 1 and the juxtaposition. However, other forms are conceivable.
  • the stone basket 1 means 2 for transporting the stone basket 1, which can be designed as a sling bar, eye, hook, etc, and are firmly connected to the stone basket 1.
  • the stone basket 1 can, as in Fig. 1 a and b shown, be open at the top, as well as a closed top version is possible.
  • the stone basket 1 is open on one side, so that on this (visual) side none of the stone basket 1 forming surface elements 3 is visible. It is expedient that the visible stones 4 are positively or non-positively connected to each other.
  • the stone basket 1 eliminates the tedious filling of the stone baskets 1 at the construction site. After delivery and transfer by a person by means of a lifter, the natural stone wall is finished. Optionally, a planting of the stone basket 1 already take place during its filling.
  • Fig. 2a and 2 B how out Fig. 2a and 2 B can be, the stone basket according to the invention 1 of a bottom forming surface element 2a, four side walls forming surface elements 3b, 3c and a (not shown) the Top surface forming surface element are produced, these surface elements are each formed as a grid.
  • two of the crosswinds 3 forming the crosswinds are first of all positively arranged with their U-shaped bent end around the edge bars of the surface element 3a forming the base ( Fig. 2a ).
  • the other two of the side walls forming surface elements 3c are arranged with their Z-shaped bent ends extending over the penultimate rod and below the edge bar of the bottom forming surface element 3a and placed, said surface elements 3c in likewise U-shaped ends to the adjacent Intervene edges of the vial anchor 3b ( Fig. 2b ).
  • the u-shaped ends are then compressed, creating an open-topped basket.
  • the surface forming the top surface element is placed and, for example by means of brackets positively connected to the side walls forming surface elements 3b, 3c.
  • a u- or v-shaped sling bar 5 can be used, which engages with its bent ends in the grid of the stone basket 1 and can be bent after the displacement of the stone basket 1, which brings an additional support effect .
  • the upper end of the sling may be e.g. removed with a bolt cutter.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Ocean & Marine Engineering (AREA)
  • Inorganic Chemistry (AREA)
  • Crystallography & Structural Chemistry (AREA)
  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mechanical Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Revetment (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Pharmaceuticals Containing Other Organic And Inorganic Compounds (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Inorganic Insulating Materials (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Polishing Bodies And Polishing Tools (AREA)

Claims (5)

  1. Gabion formé à partir de plusieurs éléments de surface reliés entre eux dans la région de bord par des moyens de liaison et constitués d'une grille ou d'un treillis de tiges horizontales et verticales, qui, à l'état rempli, est essentiellement stable dans sa forme lors du soulèvement, du transport sur le chantier ou du déplacement sur le chantier, caractérisé en ce que dans au moins un élément de surface (3b), les extrémités inférieures sont coudées au moins partiellement en forme de U pour la liaison par complémentarité de forme avec l'élément de surface (3a) formant le fond, et en ce que dans au moins un élément de surface latéral (3c), les extrémités inférieures des tiges sont conçues en forme de Z, l'écart des points centraux opposés du fléchissement en Z est identique à l'écart entre deux tiges parallèles de l'élément de surface (3a) destiné à être encliqueté en angle droit par rapport aux éléments de surface (3c).
  2. Gabion selon la revendication 1, caractérisé en ce que les tiges parallèles sont formées sur deux morceaux de bord opposés de l'élément de surface (3a) formant le fond.
  3. Gabion selon le préambule de la revendication 1, en particulier selon l'une des revendications 1 ou 2, caractérisé en ce qu'il est prévu un moyen de transport pour le soulèvement du gabion, comportant des branches dont les extrémités comportent chacune un crochet courbé deux fois dans des sens opposés, et en ce que les points d'encliquetage sur le gabion (1) sont constitués de deux fils métalliques s'étendant parallèlement et horizontalement, dont l'écart correspond aux points centraux des deux courbures opposées des crochets.
  4. Gabion selon l'une des revendications 1 à 3, caractérisé en ce qu'après la deuxième courbure, l'extrémité libre des branches présente une longueur d'au moins 15 mm et est coudée d'environ 180°.
  5. Gabion selon l'une des revendications précédentes, caractérisé en ce que pour les tiges soudées en croix des éléments de surface, les tiges sont conçues dans une direction comme des double tiges disposées des deux côtés des tiges croisées.
EP04027081A 2000-09-08 2001-09-07 Gabion Expired - Lifetime EP1505211B8 (fr)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
DE20015651U DE20015651U1 (de) 2000-09-08 2000-09-08 Steinkorb
DE20015651U 2000-09-08
DE20112979U DE20112979U1 (de) 2000-09-08 2001-08-13 Steinkorb
DE20112979U 2001-08-13
EP01121432A EP1186719B1 (fr) 2000-09-08 2001-09-07 Gabion

Related Parent Applications (2)

Application Number Title Priority Date Filing Date
EP01121432A Division EP1186719B1 (fr) 2000-09-08 2001-09-07 Gabion
EP01121432.7 Division 2001-09-07

Publications (3)

Publication Number Publication Date
EP1505211A1 EP1505211A1 (fr) 2005-02-09
EP1505211B1 true EP1505211B1 (fr) 2011-11-02
EP1505211B8 EP1505211B8 (fr) 2012-03-07

Family

ID=7946286

Family Applications (2)

Application Number Title Priority Date Filing Date
EP01121432A Expired - Lifetime EP1186719B1 (fr) 2000-09-08 2001-09-07 Gabion
EP04027081A Expired - Lifetime EP1505211B8 (fr) 2000-09-08 2001-09-07 Gabion

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP01121432A Expired - Lifetime EP1186719B1 (fr) 2000-09-08 2001-09-07 Gabion

Country Status (7)

Country Link
EP (2) EP1186719B1 (fr)
AT (2) ATE282740T1 (fr)
DE (3) DE20015651U1 (fr)
DK (2) DK1186719T3 (fr)
ES (1) ES2233539T3 (fr)
PT (1) PT1186719E (fr)
SI (1) SI1186719T1 (fr)

Families Citing this family (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20311405U1 (de) * 2003-07-18 2003-12-18 Rothfuss, Thomas Gitterkorb
FR2862670B1 (fr) 2003-11-26 2007-06-22 Jean Marie Heitz Module phonique prefabrique pour mur antibruit, mur antibruit obtenu et procede de fabrication dudit mur antibruit
EP1808534B1 (fr) 2006-01-17 2010-11-24 Wilfried Pendelin Ges.m.b.H. Gabion
GB0610054D0 (en) 2006-05-19 2006-06-28 Hesco Bastion Ltd Gabions
DE102006038131B3 (de) * 2006-08-14 2008-04-10 Hubert Nacken Verfahren zum Herstellen von Gabionenkörben
DE502007006235D1 (de) 2006-11-24 2011-02-24 Konrad Lehrhuber Wand aus einem Füllraum begrenzenden Tafeln und Pfosten
GB2453711B (en) 2007-08-06 2012-01-11 Hesco Bastion Ltd Gabions
DE102008019076A1 (de) 2008-04-15 2009-10-29 Robert Kuhnhenn Gabione
DE102010009368B4 (de) 2009-03-03 2022-09-15 WDM Deutenberg GmbH Transportvorrichtung für einen Gitterkorb sowie Gitterkorb mit einer derartigen Transportvorrichtung
AT12701U1 (de) 2009-07-24 2012-10-15 Scherf Juergen Steinkorbanordnung
FR2951750B1 (fr) * 2009-10-28 2013-02-08 Aquaterra Solutions Gabion et ensemble d'au moins deux gabions
DE202010004767U1 (de) 2010-04-09 2010-07-29 Ferrondo Gmbh Hebebügel für Gabionen
DE202011005024U1 (de) * 2010-12-17 2011-09-15 Bauunternehmen Deutschle Gmbh & Co. Kg Gabione für Schallschutzwände
AT511566A1 (de) * 2011-06-08 2012-12-15 Reiterbauer Alois Zusammenfaltbare gabione
ITBS20110144A1 (it) * 2011-10-14 2013-04-15 Novaporfidi S R L Cesto per materiale inerte
FR3002558B1 (fr) 2013-02-27 2015-04-24 Rapid Gabions Gabion avec rangees porteuses differentes
DE202013011453U1 (de) * 2013-12-23 2014-02-25 Wolfgang Deutschle Gabione mit Hubösen
DE102014016964A1 (de) * 2014-11-18 2016-05-19 Best Metall Gmbh & Co. Kg Steinkorb
MA40429A (fr) * 2015-03-27 2017-12-12 Metallurgica Ledrense Soc Cooperativa Gabion
CN108708310A (zh) * 2018-05-09 2018-10-26 中铁二院工程集团有限责任公司 钢制框架拼装式危岩落石拦挡构造
FR3083551B1 (fr) 2018-07-03 2020-12-25 Terre Armee Int Systeme de protection contre un impact
IT202000029318A1 (it) * 2020-12-01 2022-06-01 Metallurgica Ledrense Soc Cooperativa Gabbione di contenimento perfezionato per il contenimento ed il trasporto di materiale inerte

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH367130A (de) 1958-08-13 1963-01-31 Avi Alpenlaendische Vered Schotterkorb
GB1588415A (en) * 1977-10-04 1981-04-23 Gkn Reinforcements Ltd Gabions
CH677946A5 (fr) 1988-06-09 1991-07-15 Ruwa Drahtschweisswerk Ag
DE4321350A1 (de) * 1993-06-26 1995-01-05 Thomas Rothfuss Drahtkorb
US5860551A (en) * 1997-04-07 1999-01-19 Knott, Sr.; James M. Gabion container
JP2001073339A (ja) * 1999-09-08 2001-03-21 Fujishige:Kk 石詰めカゴ、石詰めカゴを用いた施工方法及びカゴ製作方法

Also Published As

Publication number Publication date
DE20112979U1 (de) 2001-10-25
ATE531856T1 (de) 2011-11-15
DK1505211T3 (da) 2012-02-27
SI1186719T1 (en) 2005-04-30
DE20015651U1 (de) 2000-11-30
EP1186719B1 (fr) 2004-11-17
DE50104528C5 (de) 2016-05-19
EP1505211A1 (fr) 2005-02-09
ATE282740T1 (de) 2004-12-15
DE50104528D1 (de) 2004-12-23
DK1186719T3 (da) 2005-03-21
EP1186719A2 (fr) 2002-03-13
EP1505211B8 (fr) 2012-03-07
EP1186719A3 (fr) 2003-02-05
PT1186719E (pt) 2005-04-29
ES2233539T3 (es) 2005-06-16

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