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EP1895057B1 - Behälter zur Befüllung mit Steingut - Google Patents
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EP1895057B1 - Behälter zur Befüllung mit Steingut - Google Patents

Behälter zur Befüllung mit Steingut Download PDF

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Publication number
EP1895057B1
EP1895057B1 EP07015745A EP07015745A EP1895057B1 EP 1895057 B1 EP1895057 B1 EP 1895057B1 EP 07015745 A EP07015745 A EP 07015745A EP 07015745 A EP07015745 A EP 07015745A EP 1895057 B1 EP1895057 B1 EP 1895057B1
Authority
EP
European Patent Office
Prior art keywords
container
filling
accordance
mesh sheet
wire
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
EP07015745A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1895057A2 (de
EP1895057A3 (de
Inventor
Nadine Luy
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.)
Draht Christ GmbH
Original Assignee
Draht Christ 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
Application filed by Draht Christ GmbH filed Critical Draht Christ GmbH
Publication of EP1895057A2 publication Critical patent/EP1895057A2/de
Publication of EP1895057A3 publication Critical patent/EP1895057A3/de
Application granted granted Critical
Publication of EP1895057B1 publication Critical patent/EP1895057B1/de
Active 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

Definitions

  • the invention relates to a container for filling with earthenware, which consists of a network of substantially perpendicular to each other aligned longitudinal and transverse wires which are interconnected at their ends.
  • the invention further relates to a method for producing such a container.
  • the known containers are made of a wire mesh or mesh.
  • the mesh can be perpendicular to each other aligned wires, of which quadrangular Gaps arise or have not perpendicular to each other aligned wires, which then usually give a four- or hexagonal cross-section of the openings.
  • the side walls are connected to each other. The connection can be made on the one hand by eyelets, loops or hooks, on the other hand, a twisting of the wires can be made.
  • the known container for filling with earthenware meet the requirements placed on them.
  • they have the disadvantage that the wire mesh as such has a low intrinsic stability.
  • the stability of the container depends on the stability of the filled stoneware.
  • an additional security measure is required to achieve sufficient stability, which requires, for example, in bracing, additional wires or anchoring to neighboring buildings.
  • the freedom of design is limited.
  • the invention aims to remedy this situation.
  • the invention has for its object to improve containers for filling with earthenware, in particular to achieve a high intrinsic stability of the container without earthenware. According to the invention this object is achieved by a container according to claim 1 and a method according to claim 6.
  • a container for filling with earthenware is created, which has a high intrinsic stability, since the grid mat in a known manner with each other welded longitudinal and transverse bars. This ensures that the container, even without filling a high intrinsic stability inherent. Since the grid mats of the type considered here are already in use Fence construction, a deployment is easily possible. This additionally reduces the production costs for the containers according to the invention.
  • the container has at least one post. With the attachment of a pile, it is possible to anchor the container without having to let the container itself into the ground. This determines the height of the grid mat at the same time the height of the gabions to be created.
  • the object is also achieved by a method for producing a container for filling with stoneware according to claim 6, wherein a braid is formed from a grid mat in which wire rods are aligned at right angles to each other and welded together, and the braid is then deformed several times.
  • the selected as an exemplary container for filling with earthenware is made of a grid mat 1.
  • the grid mat 1 is made of hot-dip galvanized steel. It consists of longitudinal and transverse wires, which are in the form of horizontal bars 11 and vertical bars 12. In the exemplary embodiment, in the case of the horizontal bars 11, two bars extend parallel to one another, between which then the vertical bars 12 are arranged (so-called "double bar mat"). At the cross points, the rods 11 are each welded to the rods 12.
  • the grid mat 1 is deformed. According to the invention, the grid mat 1 is bent four times. As a result, four bending points 13 are formed. In the exemplary embodiment is caused by the quadruple bending a rectangular shape of the container. The shapes of the container are freely selectable depending on the size of the grid mat. At one of the four sides of the container 11 welding points 14 are at the rods. At the welds 14, the originally free ends of the grid mat 1 abut each other after forming. By welding the horizontal bars 11 a round closed container is caused.
  • the container may also be provided with a cover; the container is then closed on its side facing away from the ground.
  • the container according to the embodiment according to FIG. 1 constructed in a comparable manner.
  • the container additionally has, in each case on the front sides, a pile 2, which is welded to the front sides of the container.
  • the piles are a tube of steel which is rectangular in cross section.
  • the piles 2 are covered on their side facing away from the ground with a cap 21.
  • the piles 2 protrude above the container on their side facing the floor. They are used for stable attachment of the container in the ground.
  • the piles 2 may for example be embedded in a concrete foundation but also in a compacted soil.
  • a braid is first formed from a steel mat.
  • the wire rods 11 and 12 are aligned at right angles to each other and welded together.
  • the lattice mat 1 thus produced is bent four times at right angles.
  • the welds 14 are formed.
  • the manufacture of the container according to the embodiment according to FIG. 2 are subsequently welded to the piles 2 on the inside of the container in the manner that they protrude on the ground-facing side of the container.
  • a hole is excavated, which has a slightly larger with the cross-section of the container shape.
  • the container is then inserted into the hole.
  • the installation depth of the container is about 30 to 40 cm.
  • we fill the hole with soil or concrete.
  • the container thus has a secure footing.
  • the container is filled with earthenware.
  • earthenware it is important to ensure that the diameter of the stones is greater than the mesh size of the horizontal and vertical bars, to avoid falling out of the stoneware. Due to the smooth front and long sides, the possibility is created to assemble the containers without a gap strung together.
  • the piles 2 are anchored in the ground. This can be done on the one hand by providing two holes in the ground; but it can also be Foundation, for example made of concrete, are poured, in which the piles of the container are embedded. Also a pegging on a concrete slab is possible.
  • the container has in this way a just as secure state as the embodiment according to FIG. 1 , However, it offers the advantage that with the same dimensions of the grid mat 1, the embodiment according to FIG. 2 has a greater height above the ground, so that a higher gabion is created.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Architecture (AREA)
  • Revetment (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Table Devices Or Equipment (AREA)
EP07015745A 2006-08-30 2007-08-10 Behälter zur Befüllung mit Steingut Active EP1895057B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202006013295U DE202006013295U1 (de) 2006-08-30 2006-08-30 Behälter zur Befüllung mit Steingut

Publications (3)

Publication Number Publication Date
EP1895057A2 EP1895057A2 (de) 2008-03-05
EP1895057A3 EP1895057A3 (de) 2009-01-21
EP1895057B1 true EP1895057B1 (de) 2010-06-09

Family

ID=37545469

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07015745A Active EP1895057B1 (de) 2006-08-30 2007-08-10 Behälter zur Befüllung mit Steingut

Country Status (4)

Country Link
EP (1) EP1895057B1 (sr)
AT (1) ATE470760T1 (sr)
DE (2) DE202006013295U1 (sr)
RS (1) RS51565B (sr)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ATE495306T1 (de) 2006-11-24 2011-01-15 Konrad Lehrhuber Wand aus einem füllraum begrenzenden tafeln und pfosten
DE202008012259U1 (de) 2008-09-16 2009-02-12 Lehrhuber, Konrad Pfosten einer Wand aus einen Füllraum begrenzenden Tafeln und Pfosten
DE202008012258U1 (de) 2008-09-16 2008-11-27 Lehrhuber, Konrad Bügel zur Festlegung zumindest einer Tafel an einem Befestigungsgrund
FR2952078A1 (fr) * 2009-11-02 2011-05-06 Jean Pierre Jacquinet Ecrans multifonctions a decorer avec simple ou double face
DE202010016632U1 (de) 2010-12-15 2011-03-24 Dawidowski, Remigiusz Gabione
DE202011052161U1 (de) 2011-12-01 2012-01-19 Remigiusz Dawidowski Gabione
DE202015002537U1 (de) 2015-04-08 2016-07-12 Gamma Vertriebs GmbH Gabione mit Gerüststab
DE202023102098U1 (de) 2023-04-21 2023-05-23 Freddy Röder Gabionen aus Gittermatten

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0562154A1 (de) * 1992-03-15 1993-09-29 Lászlo Dr. Czinki Lärmschutz- und Hangstützwand aus bauchigen Drahtgittermatten
ATE180853T1 (de) * 1993-09-03 1999-06-15 Becker E & Co Gmbh Verfahren und system zur herstellung von drahtgittermatten in räumlichen traggerüsten
US5647695A (en) * 1995-04-11 1997-07-15 Hilfiker Pipe Company Soil filled wall
AU1961300A (en) * 1999-01-19 2000-08-07 Marc Braendli Wall, preferably a protective wall
GB2419368B (en) * 2004-10-22 2009-09-23 Ncd Internat Ltd Structural reinforcement device
DE202006003299U1 (de) * 2006-03-02 2006-05-11 Führle, Gottfried Gitterwand-Vorrichtung zur Aufnahme von schüttfähigem Steingut

Also Published As

Publication number Publication date
EP1895057A2 (de) 2008-03-05
EP1895057A3 (de) 2009-01-21
DE202006013295U1 (de) 2006-11-30
RS51565B (sr) 2011-08-31
ATE470760T1 (de) 2010-06-15
DE502007004054D1 (de) 2010-07-22

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