EP1131498B1 - Ensemble paroi de soutenement - Google Patents
Ensemble paroi de soutenement Download PDFInfo
- 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
Links
Images
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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/13—Geometrical or physical properties having at least a mesh portion
Claims (11)
- 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. - 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. - 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). - 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). - Ensemble selon la revendication 4,
caractérisé en ce que
la matière composite est un mélange de bétons (fig. 5). - 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. - 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). - 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). - 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. - 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). - 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.
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)
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)
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 |
-
1999
- 1999-11-08 HU HU0104173A patent/HU223482B1/hu not_active IP Right Cessation
- 1999-11-08 AU AU64577/99A patent/AU6457799A/en not_active Abandoned
- 1999-11-08 AT AT99952209T patent/ATE224480T1/de not_active IP Right Cessation
- 1999-11-08 DE DE59902793T patent/DE59902793D1/de not_active Expired - Lifetime
- 1999-11-08 WO PCT/CH1999/000525 patent/WO2000031350A1/fr active IP Right Grant
- 1999-11-08 EP EP99952209A patent/EP1131498B1/fr not_active Expired - Lifetime
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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