EP1131498B1 - Ensemble paroi de soutenement - Google Patents

Ensemble paroi de soutenement Download PDF

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Publication number
EP1131498B1
EP1131498B1 EP99952209A EP99952209A EP1131498B1 EP 1131498 B1 EP1131498 B1 EP 1131498B1 EP 99952209 A EP99952209 A EP 99952209A EP 99952209 A EP99952209 A EP 99952209A EP 1131498 B1 EP1131498 B1 EP 1131498B1
Authority
EP
European Patent Office
Prior art keywords
arrangement according
front element
steel wire
base element
reinforcement
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
EP99952209A
Other languages
German (de)
English (en)
Other versions
EP1131498A1 (fr
Inventor
Hans Rudolf VON KÄNEL
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.)
Sytec Bausysteme AG
Original Assignee
Sytec Bausysteme AG
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 Sytec Bausysteme AG filed Critical Sytec Bausysteme AG
Publication of EP1131498A1 publication Critical patent/EP1131498A1/fr
Application granted granted Critical
Publication of EP1131498B1 publication Critical patent/EP1131498B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E02D2200/00Geometrical or physical properties
    • E02D2200/13Geometrical or physical properties having at least a mesh portion

Claims (11)

  1. Ensemble de paroi de soutènement pour fixer des talus et des pentes raides à l'aide d'éléments de forme rectangulaire, comprenant un élément de sol (2), un élément frontal (3) et une armature (5) recouvrant l'élément de sol ou venant derrière l'élément frontal (3), pour servir d'armature pour la terre (6) en s'appuyant sur l'élément de sol (2) et servir d'ancrage de retenue (8) par la partie de terre (7), l'élément de sol (2) et l'élément frontal (3) étant fabriqués séparément et étant reliés l'un à l'autre par une arête longitudinale,
    caractérisé en ce que
    la liaison est réalisée sous la forme d'une liaison articulée (9) et l'angle entre l'élément de sol (2) et l'élément frontal (3) est fixé rigidement comme angle de talus par un certain nombre d'étançons (4) articulés à un élément et fixés par accrochage à l'autre élément.
  2. Ensemble selon la revendication 1,
    caractérisé en ce qu'
    à la fois l'élément de sol (2) et l'élément frontal (3) sont des treillis de fils d'acier.
  3. Ensemble selon la revendication 1,
    caractérisé en ce qu'
    au moins l'élément de sol (2) est un treillis de fil d'acier et l'élément frontal (3) est un élément déterminant pour l'aspect de la paroi d'appui (1).
  4. Ensemble selon la revendication 3,
    caractérisé en ce que
    l'élément frontal est un élément rigide fabriqué en une matière composite (fig. 4 et 5).
  5. Ensemble selon la revendication 4,
    caractérisé en ce que
    la matière composite est un mélange de bétons (fig. 5).
  6. Ensemble selon la revendication 3,
    caractérisé en ce que
    l'élément frontal (13, fig. 6) est un panier fabriqué en un filet de fils d'acier, vide ou rempli de morceaux de rochers.
  7. Ensemble selon l'une quelconque des revendications 1 à 6,
    caractérisé en ce que
    le côté longitudinal de l'élément frontal (3) à l'opposé de l'élément de sol (2) est articulé par d'autres liaisons articulées (14) à un autre treillis en fils d'acier analogue à celui de l'élément de sol (2).
  8. Ensemble selon l'une quelconque des revendications 1 à 7,
    caractérisé en ce que
    les étançons (4) sont reliés de manière articulée à l'élément frontal (3).
  9. Ensemble selon l'une quelconque des revendications 1 à 8,
    caractérisé en ce que
    des tiges d'ancrage sont utilisées comme étançons (4) à un bras.
  10. Ensemble selon l'une quelconque des revendications 1 à 8,
    caractérisé en ce que
    les tiges d'ancrage comme étançons (4) sont accrochées de manière articulée par deux bras à l'élément frontal (2).
  11. Ensemble selon l'une quelconque des revendications 1 à 10,
    caractérisé en ce que
    les fils d'un treillis de fils de fer reliés aux étançons (4) sont en un matériau plus épais que les autres fils du treillis en fils de fer.
EP99952209A 1998-11-20 1999-11-08 Ensemble paroi de soutenement Expired - Lifetime EP1131498B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
CH232798 1998-11-20
CH232798 1998-11-20
PCT/CH1999/000525 WO2000031350A1 (fr) 1998-11-20 1999-11-08 Ensemble paroi de soutenement

Publications (2)

Publication Number Publication Date
EP1131498A1 EP1131498A1 (fr) 2001-09-12
EP1131498B1 true EP1131498B1 (fr) 2002-09-18

Family

ID=4231228

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99952209A Expired - Lifetime EP1131498B1 (fr) 1998-11-20 1999-11-08 Ensemble paroi de soutenement

Country Status (6)

Country Link
EP (1) EP1131498B1 (fr)
AT (1) ATE224480T1 (fr)
AU (1) AU6457799A (fr)
DE (1) DE59902793D1 (fr)
HU (1) HU223482B1 (fr)
WO (1) WO2000031350A1 (fr)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2364729B (en) * 2000-07-13 2004-04-07 Tinsley Wire Ltd Embankment support means
ITBO20020596A1 (it) * 2002-09-19 2004-03-20 Maccaferri Spa Off Elemento perfezionato per la realizzazione di strutture di rivestimento, contenimento ed armatura di terreni.
DE102006041880A1 (de) * 2006-09-06 2008-03-27 Stoll, Johann Steinkorbelement zum Errichten von Stützmauern oder dergleichen
EP1925745A1 (fr) * 2006-11-24 2008-05-28 Konrad Lehrhuber Mur composé de panneaux et de poteaux limitant un espace de remplissage
DE102008062820B4 (de) * 2008-12-23 2014-02-27 Andreas Herold Böschungsbauwerk
IT1400458B1 (it) * 2009-10-30 2013-05-31 Dalla Gassa Elemento di armatura per il contenimento di terreni e struttura di contenimento realizzata utilizzando tali elementi di armatura.
DE202019103045U1 (de) 2019-05-29 2019-08-23 Andreas Herold Böschungsbauwerk
DE102019114470B4 (de) * 2019-05-29 2024-03-28 Andreas Herold Böschungsbauwerk

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1257042B (it) * 1992-06-10 1996-01-05 Procedimento per la formazione di scarpate verdeggianti in terra rinforzata e prodotto ottenuto con tale procedimento
GB9313095D0 (en) * 1993-06-24 1993-08-11 Vidal Henri Brevets Earth structures
DK56396A (da) * 1996-05-10 1997-12-11 Byggros A S Fremgangsmåde til opbygning af en stejl skråning, system til brug ved opbygning af den stejle skråning og en sådan skråning

Also Published As

Publication number Publication date
WO2000031350A1 (fr) 2000-06-02
AU6457799A (en) 2000-06-13
HUP0104173A3 (en) 2002-04-29
EP1131498A1 (fr) 2001-09-12
ATE224480T1 (de) 2002-10-15
HUP0104173A2 (hu) 2002-03-28
DE59902793D1 (de) 2002-10-24
HU223482B1 (hu) 2004-07-28

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