EP1881114A2 - Verfahren zur Herstellung von einzelnen Vollbausteinen zur Erstellung eines Bauwerks - Google Patents
Verfahren zur Herstellung von einzelnen Vollbausteinen zur Erstellung eines Bauwerks Download PDFInfo
- Publication number
- EP1881114A2 EP1881114A2 EP07356093A EP07356093A EP1881114A2 EP 1881114 A2 EP1881114 A2 EP 1881114A2 EP 07356093 A EP07356093 A EP 07356093A EP 07356093 A EP07356093 A EP 07356093A EP 1881114 A2 EP1881114 A2 EP 1881114A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- mesh
- envelope
- filling
- substantially equal
- gabion
- 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- Withdrawn
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
- E02D29/0208—Gabions
Definitions
- a gabion consisting of flat parts connected to each other, so as to form a bottom, side faces and a cover. These flat parts are made from welded mesh. The gabion thus formed retains its shape when filled, when it is lifted, transported and put in place on the site.
- the invention therefore relates to a method of manufacturing an individual building element for the realization of a civil engineering work.
- the element forms a container adapted to receive a filling material.
- the container is delimited by an outer envelope, substantially parallelepipedic, having a horizontal bottom, four vertical side faces and a horizontal top cover.
- the outer casing is made of a double twist lattice of a given type of mesh.
- the use of a filling form ensures the maintenance of the outer casing, during its filling by the material, and then during compaction.
- the filled envelope thus retains its dimensional characteristics.
- the compaction taking place during or even after the filling homogenizes the entire mass found inside the envelope.
- the method may comprise an additional step, sandwiched between the step of assembling the panels and the step of positioning the outer envelope in the fill form.
- This step may preferably consist of assembling at least one vertical transverse partition wall.
- the wall or diaphragm may be deployed between two of the four vertical side faces, so as to form at least two separate volumes inside the outer casing.
- the same container can include a multiplicity of volumes.
- the method may comprise an additional step, sandwiched between the step of positioning the outer shell in the fill form and the step of filling the outer shell with the filler material.
- This step may consist in putting in tension the rectilinear part of the handling means, so as to make it pass through the filling material substantially vertically. In this way, the part that will allow the lifting remains in a position that ensures a vertical uprising of the gabion, without tilting.
- These handling means (17) comprise a first rigid piece, for example a bar (18) of 30 mm diameter for 500 mm long.
- the bar (18) is inserted into the bottom (3) of the cage (2).
- a second flexible piece, for example a cable or a lifting strap (19), is attached to the first rigid piece (18).
- the bar (18) can be placed under the bottom wall (3) of the gabion, so that the strap wrapped around the bar forms a loop which makes it integral with the bar (18) or so that the bar simply pass through the strap then held in tension to prevent any movement.
- the bucket (31) has a specific width adapted to the width of the formwork (21), for example 1.80 m for a formwork of 2 m.
- the volume of the bucket (37), for example equal to 1 m 3 minimizes the filling time.
- the bucket (37) finally ensures a good distribution of the stones in the entire cage (2).
- the cage (2) is closed with the horizontal top cover (6).
- the double twist grid used for the panel of this cover (6) can follow the diameters defined by the standard NF EN 10223 - 3.
- the two subassemblies (52, 53) are arranged in such a way that their bottom faces (56, 59) overlap each other. It is possible to interpose between these two bottom faces the rigid bar (18) or more generally a portion of the handling means for lifting the gabion.
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)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR0653000A FR2903712B1 (fr) | 2006-07-17 | 2006-07-17 | Element de construction pour ouvrage de genie civil |
| FR0653188A FR2904337B1 (fr) | 2006-07-28 | 2006-07-28 | Procede de fabrication d'un element individuel de construction rempli destine a un ouvrage de genie civil |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP1881114A2 true EP1881114A2 (de) | 2008-01-23 |
| EP1881114A3 EP1881114A3 (de) | 2010-01-13 |
Family
ID=38621250
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP07356093A Withdrawn EP1881114A3 (de) | 2006-07-17 | 2007-07-16 | Verfahren zur Herstellung von einzelnen Vollbausteinen zur Erstellung eines Bauwerks |
Country Status (1)
| Country | Link |
|---|---|
| EP (1) | EP1881114A3 (de) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1959058A1 (de) * | 2007-02-14 | 2008-08-20 | Legi GmbH | Endlos-Gabion-Wand |
| ITMI20090605A1 (it) * | 2009-04-14 | 2010-10-15 | Artigiana Costruzioni S R L | Gabbione a struttura chiusa |
| FR2951750A1 (fr) * | 2009-10-28 | 2011-04-29 | Aquaterra Solutions | Gabion et ensemble d’au moins deux gabions |
| EP2317014A1 (de) | 2009-10-28 | 2011-05-04 | Aquaterra Solutions | Kombination für die Herstellung eines Bauwerks und Gabione für diese Kombination |
| FR2963030A1 (fr) * | 2010-07-23 | 2012-01-27 | Alain Antoniazzi | Procede de fabrication d'un gabion. |
| US20150071708A1 (en) * | 2012-03-21 | 2015-03-12 | Francesco Ferraiolo | Reinforced gabion and process for its manufacture |
| FR3018292A1 (fr) * | 2014-03-05 | 2015-09-11 | Sarl Pba | Module de construction du type gabion |
| GB2606776A (en) * | 2021-05-07 | 2022-11-23 | Shore Defence Ltd | Improvements in and relating to ground stabilisation |
| US11773554B2 (en) | 2020-05-14 | 2023-10-03 | Shore Defence Limited | Erosion prevention |
| US12234618B2 (en) | 2021-05-07 | 2025-02-25 | Shore Defence Limited | Ground stabilisation |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58189425A (ja) * | 1982-04-26 | 1983-11-05 | Kiyoshi Yamamoto | 斜面安定工法 |
| EP0106745A3 (de) * | 1982-09-24 | 1984-07-25 | Citra-France | Verfahren und Vorrichtung zum Anbringen einer Schutzschicht auf einem Boden unter Wasser |
| DE4329370A1 (de) * | 1993-09-01 | 1995-03-02 | Jaecklin Felix Paul | Element für Bauwerke, insbesondere für begrünbare Stütz- oder Schallschutzbauten, mit Bauteilsatz und Herstellungsverfahren |
| GB2347960A (en) * | 1999-02-11 | 2000-09-20 | Earth Wall Systems Ltd | Biodegradable building element |
| JP2001073339A (ja) * | 1999-09-08 | 2001-03-21 | Fujishige:Kk | 石詰めカゴ、石詰めカゴを用いた施工方法及びカゴ製作方法 |
| JP4112790B2 (ja) * | 2000-09-25 | 2008-07-02 | 英二 安田 | フトン籠形成用型枠手段及びそれを用いた施工方法 |
| JP2003074061A (ja) * | 2001-09-06 | 2003-03-12 | Kinuzo Fujishima | 土留土のうとその土のうによる擁壁構築法 |
| DE20311405U1 (de) * | 2003-07-18 | 2003-12-18 | Rothfuss, Thomas | Gitterkorb |
| FR2860529B1 (fr) * | 2003-10-03 | 2006-12-15 | France Gabion | Ouvrage de genie civil, element individuel de construction et procede de renforcement d'un tel ouvrage |
| DE202006003050U1 (de) * | 2006-02-21 | 2006-04-27 | Rothfuss, Thomas | Drahtkorb |
-
2007
- 2007-07-16 EP EP07356093A patent/EP1881114A3/de not_active Withdrawn
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1959058A1 (de) * | 2007-02-14 | 2008-08-20 | Legi GmbH | Endlos-Gabion-Wand |
| ITMI20090605A1 (it) * | 2009-04-14 | 2010-10-15 | Artigiana Costruzioni S R L | Gabbione a struttura chiusa |
| EP2241679A1 (de) * | 2009-04-14 | 2010-10-20 | Artigiana Costruzioni S.r.L. | Gabione mit einer geschlossenen Struktur |
| FR2951750A1 (fr) * | 2009-10-28 | 2011-04-29 | Aquaterra Solutions | Gabion et ensemble d’au moins deux gabions |
| EP2317014A1 (de) | 2009-10-28 | 2011-05-04 | Aquaterra Solutions | Kombination für die Herstellung eines Bauwerks und Gabione für diese Kombination |
| EP2317013A1 (de) | 2009-10-28 | 2011-05-04 | Aquaterra Solutions | Drahtschotterkasten und Anordnung, die aus mindestens zwei Drahtschotterkästen besteht |
| FR2963030A1 (fr) * | 2010-07-23 | 2012-01-27 | Alain Antoniazzi | Procede de fabrication d'un gabion. |
| US20150071708A1 (en) * | 2012-03-21 | 2015-03-12 | Francesco Ferraiolo | Reinforced gabion and process for its manufacture |
| US9469955B2 (en) * | 2012-03-21 | 2016-10-18 | Officine Maccaferri S.P.A. | Reinforced gabion and process for its manufacture |
| FR3018292A1 (fr) * | 2014-03-05 | 2015-09-11 | Sarl Pba | Module de construction du type gabion |
| US11773554B2 (en) | 2020-05-14 | 2023-10-03 | Shore Defence Limited | Erosion prevention |
| GB2606776A (en) * | 2021-05-07 | 2022-11-23 | Shore Defence Ltd | Improvements in and relating to ground stabilisation |
| US12234618B2 (en) | 2021-05-07 | 2025-02-25 | Shore Defence Limited | Ground stabilisation |
Also Published As
| Publication number | Publication date |
|---|---|
| EP1881114A3 (de) | 2010-01-13 |
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