EP3819436A1 - Panier gabion pour gabions à trois chambres - Google Patents

Panier gabion pour gabions à trois chambres Download PDF

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Publication number
EP3819436A1
EP3819436A1 EP20000367.1A EP20000367A EP3819436A1 EP 3819436 A1 EP3819436 A1 EP 3819436A1 EP 20000367 A EP20000367 A EP 20000367A EP 3819436 A1 EP3819436 A1 EP 3819436A1
Authority
EP
European Patent Office
Prior art keywords
grids
side wall
gabion
gabion basket
parallel
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.)
Granted
Application number
EP20000367.1A
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German (de)
English (en)
Other versions
EP3819436B1 (fr
Inventor
Wolfgang Deutschle
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.)
Individual
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Individual
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Filing date
Publication date
Priority claimed from DE202019004411.6U external-priority patent/DE202019004411U1/de
Application filed by Individual filed Critical Individual
Publication of EP3819436A1 publication Critical patent/EP3819436A1/fr
Application granted granted Critical
Publication of EP3819436B1 publication Critical patent/EP3819436B1/fr
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

Definitions

  • the invention relates to a gabion basket for a three-chamber gabion, in particular for use as a soundproof gabion with a concrete core, the gabion basket forming three chambers, namely two outer chambers that can be filled with stones and an intermediate chamber that can be filled with concrete to form a concrete core.
  • Gabions with a concrete core are already known. From the EP 2 466 011 A1 a three-chamber gabion with a concrete core is known, the two outer chambers of which are filled with stone material and the middle chamber is filled with a concrete core, the concrete core either being manufactured separately and placed in the middle chamber or by placing the concrete in the middle chamber so that the entire gabion with stone filling and concrete core can be manufactured in the factory.
  • the DE 10 2010 054 364 A1 a process in which a filling material is first poured into the two outer gabion chambers of three-chamber gabions in a row at the construction site, then a formwork is set in the middle chamber and in-situ concrete is poured in, and then the formwork is pulled out before the concrete sets and as required Concrete is refilled. Then another layer of gabion baskets is placed in a row and proceeded in the same way.
  • the DE 10 2006 051 707 A1 suggests filling the three-chamber gabion baskets in a row, both in the outer chambers with stone material and in the middle chamber with in-situ concrete, in several successive layers at the construction site.
  • the object of the invention is to create a gabion basket for gabion walls with a continuous in-situ concrete core which, compared to the known methods, enables a clear advantage in terms of economy.
  • the construction of the gabion basket according to the invention causes the gabion basket to be stiffened in such a way that bulging and deformation of the dividing grids, which separate the middle chamber from the outer chambers, into the middle chamber under the weight and lateral pressure of the filling material in the outer chambers is excluded is and also otherwise a deformation of the gabion basket in the sense of an impairment of the middle chamber when lifting and transporting the gabion basket with factory-filled outer chambers does not take place.
  • the three-chamber gabion basket shown consists of a bottom grille 1 and four side wall grids, namely two long side grids 2 and two narrow side grids 3, and two separating grids 4.
  • the two separating grids 4 run parallel to the long side grids 2 within the basket with mutual spacing so that they have a Middle chamber MK and between them and the adjacent longitudinal side grille 2 form an outer chamber AK.
  • the two outer chambers AK are used to fill with stones or similar material, while the middle chamber MK is used to hold a concrete core.
  • the gabion basket also contains several support grids 5.
  • a cover grille 6 is also provided, which can be put on after the outer chambers AK have been filled and preferably has large grid openings in the area of the central chamber MK to allow fresh concrete to easily pass through for the production of the concrete core.
  • Figure 1 shows the gabion basket in a perspective view, the cover grid being omitted.
  • Figure 2 shows the gabion basket in an exploded view, the cover grid 6 being shown, but the support grid 5 being omitted.
  • the gabion basket according to the invention has the special feature that it is stiffened by a number of support grids 5.
  • a support grid 5 is in Fig. 4 shown separately.
  • Such support grids 5 can, as shown in the exemplary embodiment, be installed with mutual spacings in a vertical orientation along the dividing grids 4, in the exemplary embodiment thus along the length of the gabion basket, but alternatively they can also be arranged in a horizontal orientation with mutual spacings along the height of the gabion basket .
  • three such support grids 5 are arranged in the gabion basket with uniform mutual spacings.
  • these support grids 5 are relatively easy to see. Their arrangement is, however, in particular in the plan view Fig. 3 and in cross section according to Figure 4 recognizable.
  • Fig. 5 shows a support grid 5 in the view as it is also in the cross section of the gabion basket Figure 4 can be seen.
  • the support grid consists of two grid bars 51, which run parallel to the grid surfaces of the longitudinal side bars 2 and the dividing grid 4, and a number of these crossing cross bars 52 which extend over the entire width of the gabion basket.
  • the cross bars 52 are at their ends (in Fig. 5 not visible, but in Fig. 3 easily recognizable) bent to hooks, these hooks each encompassing a bar of the respective longitudinal side rail in the assembled state.
  • the lowermost cross bar 52 runs directly above the floor grid, and the top cross bar 52 runs at the upper end of the gabion basket.
  • the two grid bars 51 run perpendicularly along the sides of the partition grids 4 facing the central chamber MK.
  • the support grids can be arranged horizontally, with the two grid bars 51 then running in the longitudinal direction of the gabion basket along the sides of the partition grids 4 facing the central chamber MK and connected at their ends to the narrow side grids 3.
  • the dividing grids 4 are first pushed onto the cross bars 52 of the support grids 5 from the outside until they abut the bars 51.
  • the dividing grids 4 run on the outside of the respective grating bar 51 facing a longitudinal side grating 2, so that these grating bars 51 serve as stops for the dividing grids 4 and support them inwardly towards the interior of the central chamber MK against a pressure generated by the filling of the outer chambers AK.
  • the support grid 5 and the partition grid 4 can also be fixed to one another.
  • the gabion basket When the gabion basket is assembled, it is stiffened by the support grid 5 so that the outer chambers AK can be filled with filling material in the factory and the basket with the filled outer chambers can be lifted and transported.
  • the cross bars 52 of the support grids 5 form tie rods which connect the two longitudinal side grids 2 to one another at numerous points and prevent them from bulging out due to the pressure of the stone fillings in the outer chambers AK, and the bars 51 also support the separating grids 4 against the pressure of the filling material in the outer chambers AK, so that both the filled outer chambers AK have the same constant depth over their entire length and height, and the still unfilled middle chamber MK has a constant, defined depth over its entire length and height, because the partition grids 4 supported by the bars 51 cannot bulge out into the central chamber MK.
  • the separating grids 4 are connected to both the floor grating 1 and the narrow side grids 3 by the bars at their free ends being bent into a hook and encompassing a grating of the floor grating 1 and the narrow side grating 3.
  • the narrow side grids 3 and the longitudinal side grids 2 can be connected to one another and to the floor grille 1.
  • Lifting bars 7 for lifting the gabion basket are also arranged on the separating grids 4.

Landscapes

  • 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)
EP20000367.1A 2019-10-25 2020-10-09 Panier gabion pour gabions à trois chambres Active EP3819436B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202019004411.6U DE202019004411U1 (de) 2019-10-25 2019-10-25 Gabionenkorb für Dreikammer-Gabione
DE102019007637.0A DE102019007637A1 (de) 2019-10-25 2019-11-02 Gabionenkorb für Dreikammer-Gabione

Publications (2)

Publication Number Publication Date
EP3819436A1 true EP3819436A1 (fr) 2021-05-12
EP3819436B1 EP3819436B1 (fr) 2022-02-09

Family

ID=72840283

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20000367.1A Active EP3819436B1 (fr) 2019-10-25 2020-10-09 Panier gabion pour gabions à trois chambres

Country Status (1)

Country Link
EP (1) EP3819436B1 (fr)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002322629A (ja) * 2001-04-27 2002-11-08 Chikuho Kanaami Kogyo Kk フトン篭及びその施工法
DE102006051707A1 (de) 2006-10-30 2008-05-08 Christoph Kirschner Hochabsorbierende Gabionenwand
DE102010054364A1 (de) 2010-12-13 2012-06-14 Rk Landschaftsbau Dittersdorf Gmbh Verfahren zum Errichten einer Gabionenwand
EP2466011A1 (fr) 2010-12-17 2012-06-20 Bauunternehmen Deutschle GmbH & Co. KG Gabion pour une mur anti-bruit
JP2013194496A (ja) * 2012-03-23 2013-09-30 Unitika Ltd 保形性袋体および土嚢
EP3214224A1 (fr) * 2016-03-04 2017-09-06 Omya International AG Gabion, mur anti-bruit comprenant un tel gabion, et procédé de mise en oeuvre d'un tel gabion
CN209227558U (zh) * 2018-10-22 2019-08-09 北京工业大学 一种适于高陡岩质边坡生态恢复的格宾支护结构

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002322629A (ja) * 2001-04-27 2002-11-08 Chikuho Kanaami Kogyo Kk フトン篭及びその施工法
DE102006051707A1 (de) 2006-10-30 2008-05-08 Christoph Kirschner Hochabsorbierende Gabionenwand
DE102010054364A1 (de) 2010-12-13 2012-06-14 Rk Landschaftsbau Dittersdorf Gmbh Verfahren zum Errichten einer Gabionenwand
EP2466011A1 (fr) 2010-12-17 2012-06-20 Bauunternehmen Deutschle GmbH & Co. KG Gabion pour une mur anti-bruit
JP2013194496A (ja) * 2012-03-23 2013-09-30 Unitika Ltd 保形性袋体および土嚢
EP3214224A1 (fr) * 2016-03-04 2017-09-06 Omya International AG Gabion, mur anti-bruit comprenant un tel gabion, et procédé de mise en oeuvre d'un tel gabion
CN209227558U (zh) * 2018-10-22 2019-08-09 北京工业大学 一种适于高陡岩质边坡生态恢复的格宾支护结构

Also Published As

Publication number Publication date
EP3819436B1 (fr) 2022-02-09

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