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EP2497864A2 - Dispositif de formation de flancs de préférence érigeables - Google Patents

Dispositif de formation de flancs de préférence érigeables Download PDF

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Publication number
EP2497864A2
EP2497864A2 EP12001117A EP12001117A EP2497864A2 EP 2497864 A2 EP2497864 A2 EP 2497864A2 EP 12001117 A EP12001117 A EP 12001117A EP 12001117 A EP12001117 A EP 12001117A EP 2497864 A2 EP2497864 A2 EP 2497864A2
Authority
EP
European Patent Office
Prior art keywords
grid
wires
geogrid
floor
hooks
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.)
Withdrawn
Application number
EP12001117A
Other languages
German (de)
English (en)
Other versions
EP2497864A3 (fr
Inventor
Manfred Beckert
Bernd Rädge
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 EP2497864A2 publication Critical patent/EP2497864A2/fr
Publication of EP2497864A3 publication Critical patent/EP2497864A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0225Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0241Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0258Retaining or protecting walls characterised by constructional features
    • E02D29/0275Retaining or protecting walls characterised by constructional features cast in situ

Definitions

  • the invention relates to a device for creating preferably plantable embankments according to the preamble of claim 1.
  • Such devices serve, for example, to secure or create embankments in road construction.
  • the facilities are filled with soil material that is compacted.
  • a geogrid is placed loosely on the floor grid or alternatively positively and positively connected to the floor grid.
  • the geogrid which is only frictionally connected to the floor grid, can slip.
  • the invention has the object of providing the generic device in such a way that it can be easily, inexpensively and with little expenditure of time.
  • the floor grid is provided at its edge facing away from the front edge with hooks. They serve as positive locking means for attaching the geogrid.
  • the hooks of the floor grid surround one of the geogrid wires / bars of the geogrid. The hooking process is simple and can be done easily within a very short time and with just one person. As a result, the inventive devices can be created inexpensively within a very short time.
  • the hooks are formed by bent ends of at least part of the grid wires / bars of the floor grid.
  • the bottom grid and the front grille are supported by at least one support element to each other advantageous.
  • the floor grid and the fritter are formed integrally with each other.
  • the front grille is bent according to the slope angle with respect to the floor grid.
  • the floor grid and the front grille are separate components which are hinged together along one edge.
  • the separate components can be transported very space-saving to the installation site, since they can be stacked for transport.
  • the front grille can be easily adjusted to the desired position relative to the floor grille.
  • each slope angle can be easily adjusted at the installation site.
  • the floor grid and the front grille are sufficiently rigid, so that inadmissible deformations in the installation position do not occur.
  • the floor grille or the front grille are provided with hooks on their adjacent edges. They embrace a terminal grid wire / rod of the front grille or the floor grille. As a result, the floor grid and the front grille can be connected to one another by a simple hooking operation. Even if these grids are long, this hooking operation can be performed by one person.
  • the floor grid and the front grille are provided on one narrow side with further hooks, so that a further floor grid and another front grille can be connected.
  • These further hooks in turn encompass an end grid wire / bar of the further adjacent floor grid or front grid.
  • the bottom grid and the front grid have different sized mesh openings. By choosing the appropriate mesh openings, the installation conditions can be taken into account.
  • the mesh openings of the front grid can be smaller than the mesh openings of the floor grid.
  • the facilities described below serve to secure embankments, the visible surfaces are preferably landscaped.
  • the device according to the Fig. 1 to 6 has a bottom grid 1 and a front grid 2, which are integrally formed with each other. Both grids 1, 2 are formed the same and consist of intersecting, preferably perpendicular intersecting bars or wires 3, 4.
  • the advantageous each other vertically crossing grid wires 3, 4 form square mesh openings 5, which may have different cross-sections depending on the application. In the illustrated embodiment, the mesh openings are rectangular.
  • the grid wires 3 are formed at one end to hook 6 ( Fig. 2 and 3 ). These provided with the hooks 6 ends of the grid wires 3 protrude beyond the adjacent end grid wire 4 ( Fig. 1 ). The other end of the grid wires 3 is fixed on the other end grid wire 4 so that this end does not project beyond this end grid wire 4.
  • the grid wires 4 are also formed at one end to hook 7. This end of the grid wires 4 protrudes beyond the adjacent end grid wire 3 ( Fig. 1 and 3 ). The other end of the grid wires 4 is fixed on the other end grid wire 3 so that the end does not protrude above it.
  • the intersecting wires 3, 4 are connected to each other at the crossing points, preferably welded.
  • the grid wires 3, 4 are preferably made of metallic material, which gives the floor and the front grille 1, 2 a high strength. It is also possible to manufacture the bottom and front grills 1, 2 from plastic wires or rods.
  • each grid wire 3, 4 is provided at one end with a hook 6, 7. It is of course possible to provide only a portion of the grid wires 3, 4 with hooks.
  • the hooks 6, 7 are shaped to point towards the inside of the device.
  • the front grille 2 is bent by the slope angle ⁇ with respect to the bottom grid 1.
  • for example, 70 °.
  • the front grille 2 is bent relative to the floor grid 1.
  • the hooks 6 are provided on the one narrow side 8 of the bottom grid 1 and the one narrow side 9 of the front grid 2.
  • the hooks 7 are located on the free longitudinal side 10 of the floor grid 1.
  • Fig. 2 shows, is hooked into the hooks 6 of a device of the end grid wire 4 of the adjacent device.
  • This suspension process is easily and without tools possible, so that at the installation of each existing ground and front grille facilities can be quickly established.
  • Fig. 5 shows, the hooks 6 of a device are sufficiently long, so that it is ensured during assembly that the end grid wire 4 does not slip out of the hook 6 unintentionally.
  • a geogrid 16 (FIG. Fig. 16 ), which in this way is positively connected to the floor grid 1.
  • the geogrid 16 is in a similar manner as the bottom and the front grille 1, 2 of intersecting plastic wires 17, 18.
  • the end hooks 7 of the floor grid 1 protrude through the mesh openings 19 of the geogrid 16 and engage over the corresponding grid wire 18.
  • the geogrid 16th is at least on the bottom grid 1, but may also extend over part or the entire height of the front grille 2.
  • the area between the floor grid 1 and the geogrid 16 lying thereon and the front grid 2 is backfilled with the respective material, which is optionally compacted.
  • This material presses the geogrid 16 firmly on the floor grid 1, so that the geogrid 16 is positively secured not only by the hooks 7, but by the overlying backfill material and non-positively against displacement. Since the geogrid 16 must be hung only in the hooks 7 of the floor grating 1, a simple and time-saving installation is possible. In particular, the attachment of the geogrid 16 to the floor grid 1 can be easily performed by a person.
  • the device is stiffened by support members 11, 12, which are formed in the embodiments by support rods. They have at their ends respectively hooks 13, 14, with which they are hooked into the corresponding grid wires 3 of the bottom and front grille 2.
  • the support elements 11, 12 can transmit tensile and compressive forces, so that the slope angle ⁇ between the bottom grid 1 and the front grille 2 does not change.
  • the support elements 11, 12 can be easily hooked into the grid wires 3, so that a trouble-free installation is guaranteed.
  • the bottom grid 1 and the front grille 2 are the same design, in particular provided with the same size mesh openings 5.
  • FIG. 7 to 9 show an embodiment in which the bottom grid 1 and the front grid 2 are integrally formed with each other, but in which the front grid 2 has smaller mesh openings 5a than the bottom grid 1. This is achieved in that between adjacent grid wires 4 shorter grid wires 15 are inserted extend over the height of the front grille 2.
  • the grid wires 15 are in each case centrally between adjacent grid wires 4.
  • the mesh openings 5a of the front grid 2 are only half as large as the mesh openings 5 of the floor grid 1.
  • the device according to the Fig. 7 to 9 the same design as the previous embodiment.
  • the smaller mesh openings 5a of the front grille 2 ensure that the backfilled material does not pass through the mesh openings of the front grille to the outside or only to a slight extent when the embankment is erected.
  • the mesh openings 5a of the front grid 2 may have different sizes.
  • two additional grid wires 15 between the adjacent grid wires 4 can be used, resulting in correspondingly small mesh openings.
  • the bottom grid 1 and the front grid 2 are separate wire meshes which are detachably connected to each other in a manner to be described.
  • the floor grid 1 ( 10 to 12 ) has the perpendicular crossing grid wires 3, 4, which form the rectangular mesh openings 5.
  • the grid wires 4 are provided at both ends with a respective hook 7.
  • the grid wires 4 thus protrude beyond the two end grid wires 3.
  • the grid wires 3, 4 have, for example, a wire diameter of 4.5 mm.
  • the mesh openings 5 have an example of a size of 10 cm by 20 cm.
  • the front grille 2 ( Fig. 13 to 15 ) also consists of the perpendicular intersecting grid wires 3 ', 4', which limit the rectangular mesh openings 5 '.
  • the distance between the grid wires 3 ' is again greater than the distance between the grid wires 4'.
  • the distance between adjacent grid wires 3 ' is greater than in the case of the front grid 1 according to FIGS 10 to 12 .
  • the distance between adjacent grid wires 4 'of the front grid 2 is smaller than the distance between the grid wires 4 of the bottom grid.
  • the grid wires 3 ', 4' have, for example, a wire diameter of 5 mm.
  • the grid wires 3 ' have at their one end the hook 6', via which an adjacent front grille can be connected.
  • the grid wires 4 ' are formed without hooks.
  • the ends of the grid wires 4 ' are mounted on the end grid wires 3' and do not project beyond them.
  • the front grille 2 is hooked with its one end grid wire 3 'in the hooks 7 of a longitudinal side of the floor grid 1. Due to the articulated connection of floor grille 1 and front grille 2, any desired angle of repose can be adjusted very easily. It is only necessary, the support elements 4 ( Fig. 6 ) in the floor and the front grille hang. The length of these support elements 4 depends on the slope angle ⁇ , which includes the front grille 2 to the bottom grid 1.
  • the geogrid 16 can easily hang in the manner described, so that it is positively connected to the bottom grid 1.
  • Fig. 16 shows the from the floor grid 1 and the front grille 2 according to the 10 to 15 composite device.
  • the geogrid 16 extends to the hinge connection between the floor grid 1 and the front grille 2.
  • the geogrid 16 extends on the side facing away from the front grille 2 side over the bottom grid 1 addition. Also in the previous embodiments, the geogrid 16 may extend beyond the bottom grid 1.
  • a next floor grid can also be hooked into the hook 7 located on the free longitudinal side of the floor grid 1.
  • the floor grille 1 can be extended in this way very easily, if required by the installation conditions.
  • the two-part design and articulated connection of floor grid 1 and front grille 2 makes it possible in a simple manner to optimally adapt the device to the installation conditions.
  • the embodiment of the 10 to 15 shows, for the floor grid 1 and the front grille 2 different sized mesh openings and / or different thickness grid wires are used.
  • the front grille 2 is formed closely meshed, ie, the mesh openings 5 'have a size of, for example 5 to 5 cm, 5 to 10 cm or 5 to 20 cm.
  • the bottom grid 1, however, can be made wide-meshed, i.
  • the mesh openings 5 have a size of 10 to 10 cm, from 10 to 20 cm or even 20 to 20 cm.
  • different materials can be used for the floor and the front grille 1, 2.
  • the two-part design of the device also has the advantage that the device is assembled only at the installation site.
  • the grid 1, 2 can be transported easily and space-saving. Since the bottom and the front grille 1, 2 are connected via the hooks 7 hinged together, a simple coupling of the two grids 1, 2 is possible.
  • the front grille 2 can be easily hooked into the hook 7 of the floor grille 1 even with larger lengths of only one person.
  • the floor grid 1 and the front grid 2 may also have the same mesh openings.
  • the two grids 1, 2 can be transported easily and space-saving in this case and put together at the installation without difficulty to set up.
  • the measures provided for attaching the front grille 2 hook 7 of the floor grid 1 are shaped so that the front grille 1 can not easily slip out of the hook 7.
  • the free ends of the hooks 7 are formed relatively long, so that the end-side grid wire 3 'of the front grille 2 would have to be moved to a greater extent to get rid of the hook 7 of the floor grid 1.
  • the two grids 1, 2 are securely connected to each other so that they can not inadvertently separate from each other.
  • Fig. 17 shows the possibility to use the device as a pre-formwork in the construction of a slope.
  • the front device 20 which may be formed according to one of the preceding embodiments, filled with stones, while the adjoining rear device 21 is filled with earth, for example.
  • the adjoining rear device 21 is filled with earth, for example.
  • the stability of the entire slope is ensured by the device 21 with the geogrid 16 located therein.
  • the superior device 20, which is filled with stones 22 serves as impact protection. In case of damage, the embankment remains stable, and only the superior device 20 as an attachment shell must be repaired.
  • the rear device 22 can be connected via the hooks 7 at the free longitudinal edge of the bottom grid 1 of the front device 20 in a simple manner positively with this front device 20.
  • the rear device 21 is formed in two parts, a positive connection of the rear device 21 with the front device 20 is possible.
  • the front grill 2 of the rear device 21 is hung not only in the bottom grid 1, but also in the hook 7 of the bottom grid 1 of the front device 20th

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)
  • Supports For Plants (AREA)
  • Cultivation Of Plants (AREA)
  • Revetment (AREA)
  • Floor Finish (AREA)
EP12001117.6A 2011-03-07 2012-02-20 Dispositif de formation de flancs de préférence érigeables Withdrawn EP2497864A3 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202011003963U DE202011003963U1 (de) 2011-03-07 2011-03-07 Einrichtung zum Erstellen von vorzugsweise begrünbaren Böschungen

Publications (2)

Publication Number Publication Date
EP2497864A2 true EP2497864A2 (fr) 2012-09-12
EP2497864A3 EP2497864A3 (fr) 2013-06-05

Family

ID=43993423

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12001117.6A Withdrawn EP2497864A3 (fr) 2011-03-07 2012-02-20 Dispositif de formation de flancs de préférence érigeables

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EP (1) EP2497864A3 (fr)
DE (1) DE202011003963U1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103150972A (zh) * 2013-03-17 2013-06-12 姬志刚 一种用于固定led点灯的网丝单元
FR3088348A1 (fr) * 2018-11-09 2020-05-15 Geotechnique Ouvrage De Protection Contre Les Risques Naturels Support d’un poteau de garde-corps pour un systeme de stabilisation d’un terrain

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202012102648U1 (de) 2012-07-17 2012-12-14 PURUS PLASTICS GmbH Böschungswinkelbefestigung
CN104746500B (zh) * 2015-03-31 2016-04-20 青岛旭域土工材料股份有限公司 土工格栅连接扣件及其用途

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7033118B2 (en) * 2004-06-23 2006-04-25 Hilfiker Pipe Company Compressible welded wire retaining wall and rock face for earthen formations
KR100891299B1 (ko) * 2008-07-07 2009-04-06 허택인 메쉬패널 조립형 옹벽구조물과 그 시공방법

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103150972A (zh) * 2013-03-17 2013-06-12 姬志刚 一种用于固定led点灯的网丝单元
FR3088348A1 (fr) * 2018-11-09 2020-05-15 Geotechnique Ouvrage De Protection Contre Les Risques Naturels Support d’un poteau de garde-corps pour un systeme de stabilisation d’un terrain

Also Published As

Publication number Publication date
EP2497864A3 (fr) 2013-06-05
DE202011003963U1 (de) 2011-05-12

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