EP1308562B1 - Gitterträger- oder Netzbehälterstruktur für Erosionsschutz - Google Patents

Gitterträger- oder Netzbehälterstruktur für Erosionsschutz Download PDF

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Publication number
EP1308562B1
EP1308562B1 EP01830682A EP01830682A EP1308562B1 EP 1308562 B1 EP1308562 B1 EP 1308562B1 EP 01830682 A EP01830682 A EP 01830682A EP 01830682 A EP01830682 A EP 01830682A EP 1308562 B1 EP1308562 B1 EP 1308562B1
Authority
EP
European Patent Office
Prior art keywords
skirt
container structure
site
container
mesh
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
EP01830682A
Other languages
English (en)
French (fr)
Other versions
EP1308562A1 (de
Inventor
Marco Piolanti
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.)
Officine Maccaferri SpA
Original Assignee
Officine Maccaferri SpA
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
Priority to AT01830682T priority Critical patent/ATE304083T1/de
Application filed by Officine Maccaferri SpA filed Critical Officine Maccaferri SpA
Priority to DE60113279T priority patent/DE60113279T2/de
Priority to EP01830682A priority patent/EP1308562B1/de
Priority to DK01830682T priority patent/DK1308562T3/da
Priority to SK214-2004A priority patent/SK286526B6/sk
Priority to HU0402011A priority patent/HUP0402011A2/hu
Priority to IL16169402A priority patent/IL161694A0/xx
Priority to PL369198A priority patent/PL205225B1/pl
Priority to PCT/IB2002/004549 priority patent/WO2003038196A1/fr
Priority to CZ20040571A priority patent/CZ299052B6/cs
Publication of EP1308562A1 publication Critical patent/EP1308562A1/de
Priority to IL161694A priority patent/IL161694A/en
Priority to NO20042241A priority patent/NO20042241L/no
Priority to HR20040491A priority patent/HRP20040491B1/xx
Application granted granted Critical
Publication of EP1308562B1 publication Critical patent/EP1308562B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines
    • E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
    • E02B3/124—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of metal

Definitions

  • the present invention relates to a structure of mesh or lattice container for protection against erosion.
  • the invention has been developed for the use of container structures, for example cages or gabions, in an underwater environment for protection against erosion of watercourses, and more particularly from bed and river banks, canals and the like, essentially as alternatives to traditional rockfill protection.
  • the invention can also be adopted for the protection of batteries bridge in river, and for the protection of downstream riffles thresholds or dams and the like.
  • Structures have long been used parallelepipedic made of mesh mesh hexagonal metal double twist, in covers and as protective structures to prevent soil erosion, see for example US-A-5,161,917 or US-A-4,726,708.
  • the container structures described in EP-A-0 735 198 and US-A-4,572,705 are of the replicable type.
  • the said structures used for aquatic applications are preferably consisting of multi-cell mesh cages Metallic divided into compartments by diaphragms of the same nature and filled with stones, pebbles and similar. Commonly called cell gabions multiple, they are placed side by side on the bottom of the bed of the river without any ligation or connection between them, when the laying operation is carried out under water.
  • the objective of the present invention is therefore to solve the disadvantages of the known technique, providing an improved product preventing the said risks erosion between the elements.
  • Another goal of the invention is to provide a product designed to meet this need while optimizing its implementation on the yard, often carried out under difficult.
  • a final objective of the invention is guarantee a result guarantee for the protection against erosion while providing a reliable and sustainable in time, with the greatest simplicity of use and manufacture while guaranteeing high degrees of resistance and stability to the set protected area.
  • Container mesh or lattice for protection against erosion, where the structure will be filled with pebbles or with another construction material.
  • This product includes a base or bottom, walls or side panels and an upper part or cover, and the base has an overhang or skirt on at least one side.
  • the extension skirt extends over at least two adjacent sides of the base.
  • the skirt solidly attached to the base of the cage or gabion is preferably, but not exclusively, in wire mesh hexagonal double-twist, doubled on or under the face of a geotextile or a protective material preventing leakage of particles from soil in the event of exposure to hydraulic stresses.
  • the extension skirt is sufficiently rigid to be laid flat and fold-free on the bottom, everything is subsequently covered by the structure of the neighboring gabion to ensure effective bottom protection of the riverbed in the contact zone between two gabions.
  • the product according to the present invention is thus perfectly indicated and adapted for implementation in aquatic environment for the realization of anti-erosive protection to perform under water.
  • This solution is easy to implement, and has the advantage of dispensing ligate and assemble the gabions together while at the same time ensuring good protection between gabions.
  • This gabion 10 comprises a parallelepipedic structure, preferably made of wire mesh, with walls or side panels 11, a base or bottom 12 and a cover 13.
  • the base 12 has an overhang (extension skirt) 14 on at least one side, and preferably at least two adjacent sides.
  • the base 12 and its overflow 14 are of the same nature and are lined on the underside or covered with a geotextile or protective material preventing leakage of particles soil in case of exposure to the current.
  • Gabion 10 is preferably divided into cells by walls intermediaries or diaphragms 16.
  • the base 12 and its overhang 14 are formed by a single sheet rectangular having a hexagonal mesh structure preferably formed by a double-twisted mesh in wire coated with a zinc alloy and aluminum, known under the trade name GALFAN®, and plasticized by example with a PVC coating or a material similar.
  • the outer edge 14 forms one and the same piece with the base 12 of the gabion.
  • All the side walls 11 and intermediate 16 are preferably made of double twist wire mesh, and are assembled at the base 12 of the gabion, if they must to be, preferably in the factory.
  • the lid 13, independent of the structure of the base 12 and side walls 11 and intermediate 16, is preferably made by a single layer of fence. It can, in the case of important sections rectilinear, be replaced by a roll of wire mesh having the same mesh and the same characteristics as the wire mesh constituting the base and walls of the gabion.
  • the geotextile 15 is placed entirely under the overhangs 14 and partly overflow under the base 12; this operation can be performed preferably in factory by mechanical stapling.
  • the gabions or cages 10 are completed according to the rules of art, so as to ensure homogeneous filling and minimize the empty.
  • Multi-cell gabions can be shaped in different ways, thus allowing by folding, overlapping or juxtaposing curves.
  • gabions 10 For work in the presence of water, gabions 10 are mounted, filled and closed ashore on a prefabrication provided for this purpose. In a second step, gabions 10 are transported and handled for be installed in their final location. We will bring also a particular care to the flattening of overhangs 14 on the ground without damaging the geotextile 15 in under face. To avoid kidnapping and training fines under the gabions 10 due to the solicitations residual hydraulics, interposed between the soil and the gabion 10 a nonwoven geotextile filter of the known type or any other process with the same function. This geotextile is installed in the cage before filling, which is realized with the materials defined previously, followed a manual superficial finishing arrangement.
  • the free edges of the lid are adjusted and positioned above the edges of the corresponding gabions.
  • the gabions 10 are then transported to the place their implementation by appropriate means, which will have to be be designed in such a way that the handling of gabions does not cause or little deformation of the structure, and that every gabion is raised in several points without risk of injury to the wires, or work rate high in the metal wires.
  • the filled structure may for example be moved using a rudder or other known handling means clinging to a lifting device such as straps or other distributed way the efforts in charge of the gabion.
  • the gabions 10 are then put in place and juxtaposed in underwater environment so that spaces between each gabion 10 are best limited in their final location. We must make sure to cover the overflow 14 of each gabion 10 through the gabion cage neighbor, as illustrated in Figure 2.
  • zone 17 discovered between them remains protected by overflow 14, while avoiding the erosion of bed of the river below the geotextiles 15. In this situation, the anti-erosive protection between Gabions is provided by the overflow.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Revetment (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Respiratory Apparatuses And Protective Means (AREA)
  • Physical Or Chemical Processes And Apparatus (AREA)
  • Sampling And Sample Adjustment (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Professional, Industrial, Or Sporting Protective Garments (AREA)
  • Packaging Of Annular Or Rod-Shaped Articles, Wearing Apparel, Cassettes, Or The Like (AREA)
  • Lift Valve (AREA)
  • Processing Of Solid Wastes (AREA)

Claims (11)

  1. Gitter- oder Netzbehälterkonstruktion zur Verwendung auf einer Baustelle für den Erosionsschutz, wobei die Konstruktion (10) mit Schotter oder mit einem anderen Baumaterial gefüllt ist und Seitenwände (11), ein Oberteil oder einen Deckel (13) umfasst, wobei ihr Boden (12) eine Verlängerungsschürze (14) aufweist, dadurch gekennzeichnet, dass sich die Schürze (14) an mindestens zwei benachbarten Seiten des Bodens (12) erstreckt.
  2. Behälterkonstruktion nach Anspruch 1, dadurch gekennzeichnet, dass die Schürze (14) gleicher Beschaffenheit wie die Behälterkonstruktion ist.
  3. Behälterkonstruktion nach Anspruch 1, dadurch gekennzeichnet, dass die Konstruktion metallisch oder synthetisch ist.
  4. Behälterkonstruktion nach Anspruch 1, dadurch gekennzeichnet, dass die Seitenwände (11), der Oberteil (13) und der Boden (12) mit Ausnahme der Schürze (14) ein Parallelepiped oder einen Gabionenkäfig bilden.
  5. Behälterkonstruktion nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass das Innenvolumen der Konstruktion durch Zwischenwände oder Membranen (16) in Zellen unterteilt ist.
  6. Behälterkonstruktion nach einem der Ansprüche 1 bis 5, gekennzeichnet durch ein Futtermaterial (15) unter oder über mindestens der Schürze (14), zum Verhindern, dass darunter geschützte Teilchen des Bodens bei Beaufschlagung mit Strömungsgeschwindigkeiten mitgerissen werden.
  7. Verfahren zur Herstellung einer Konstruktionseinheit auf einer Baustelle, dadurch gekennzeichnet, dass eine Behälterkonstruktion nach einem der Ansprüche 1 bis 6 zur Baustelle gebracht wird, wenn sie in zusammengeklappter Form vorliegt, auf der Baustelle montiert und mit massivem Material gefüllt wird.
  8. Verfahren nach Anspruch 7, dadurch gekennzeichnet, dass das massive Material durch die Maschen des Gitters oder Netzes der Umhüllung in der Konstruktion gehalten wird.
  9. Verfahren nach Anspruch 7, gekennzeichnet durch das Anbringen eines Futtermaterials an der Konstruktion nach ihrer Montage auf der Baustelle, wobei das massive Material durch das Futtermaterial gehalten wird.
  10. Verfahren nach Anspruch 7, dadurch gekennzeichnet, dass das Füllmaterial unter Sand, Füllsteinen, Zuschlag, Beton, Erdreich, Steinen, Ton und dergleichen oder einem Gemisch davon ausgewählt wird.
  11. Verfahren nach Anspruch 7, dadurch gekennzeichnet, dass nach dem Füllen der mindestens zwei verschiedenen Konstruktionen (10) die mindestens zwei Konstruktionen (10) an ihrer Einsatzstelle nebeneinander angeordnet werden, wobei die Schürze (14) einer der beiden Konstruktionen (10) bei ihrer endgültigen Anordnung zumindest teilweise von mindestens einem Teil der benachbarten Konstruktion (10) bedeckt wird.
EP01830682A 2001-11-02 2001-11-02 Gitterträger- oder Netzbehälterstruktur für Erosionsschutz Expired - Lifetime EP1308562B1 (de)

Priority Applications (13)

Application Number Priority Date Filing Date Title
DE60113279T DE60113279T2 (de) 2001-11-02 2001-11-02 Gitterträger- oder Netzbehälterstruktur für Erosionsschutz
EP01830682A EP1308562B1 (de) 2001-11-02 2001-11-02 Gitterträger- oder Netzbehälterstruktur für Erosionsschutz
DK01830682T DK1308562T3 (da) 2001-11-02 2001-11-02 Beholderstruktur af trådnet eller gitter til beskyttelse mod erosion
AT01830682T ATE304083T1 (de) 2001-11-02 2001-11-02 Gitterträger- oder netzbehälterstruktur für erosionsschutz
PL369198A PL205225B1 (pl) 2001-11-02 2002-10-31 Konstrukcja pojemnika z siatki albo kraty i sposób wytwarzania bloku konstrukcyjnego
IL16169402A IL161694A0 (en) 2001-11-02 2002-10-31 Grid-like for trellis-like container structure for protection against erosion
SK214-2004A SK286526B6 (sk) 2001-11-02 2002-10-31 Konštrukcia nádoby z pletiva alebo mrežoviny na ochranu proti erózii a spôsob výroby konštrukčnej jednotky na stavenisku
PCT/IB2002/004549 WO2003038196A1 (fr) 2001-11-02 2002-10-31 Structure de conteneur en grillage ou treillis pour la protection contre l'erosion
CZ20040571A CZ299052B6 (cs) 2001-11-02 2002-10-31 Klecová konstrukce z pletiva nebo mrížoví na ochranu proti erozi a zpusob výroby konstrukcní jednotky na staveništi
HU0402011A HUP0402011A2 (hu) 2001-11-02 2002-10-31 Munkaterületen való használatra szánt, erózió elleni védelemre szolgáló rácsos vagy drótfonatos konténerszerkezet, valamint eljárás szerkezeti egység munkaterületen való előállítására
IL161694A IL161694A (en) 2001-11-02 2004-04-29 Grid-like or trellis-like container structure for protection against erosion
NO20042241A NO20042241L (no) 2001-11-02 2004-05-28 Gitter- eller nettbeholderstruktur for beskyttelse mot erosjon
HR20040491A HRP20040491B1 (en) 2001-11-02 2004-06-01 Grid or lattice container structure for protection against erosion

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP01830682A EP1308562B1 (de) 2001-11-02 2001-11-02 Gitterträger- oder Netzbehälterstruktur für Erosionsschutz

Publications (2)

Publication Number Publication Date
EP1308562A1 EP1308562A1 (de) 2003-05-07
EP1308562B1 true EP1308562B1 (de) 2005-09-07

Family

ID=8184758

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01830682A Expired - Lifetime EP1308562B1 (de) 2001-11-02 2001-11-02 Gitterträger- oder Netzbehälterstruktur für Erosionsschutz

Country Status (12)

Country Link
EP (1) EP1308562B1 (de)
AT (1) ATE304083T1 (de)
CZ (1) CZ299052B6 (de)
DE (1) DE60113279T2 (de)
DK (1) DK1308562T3 (de)
HR (1) HRP20040491B1 (de)
HU (1) HUP0402011A2 (de)
IL (2) IL161694A0 (de)
NO (1) NO20042241L (de)
PL (1) PL205225B1 (de)
SK (1) SK286526B6 (de)
WO (1) WO2003038196A1 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4230802A1 (de) 2022-02-18 2023-08-23 Officine Maccaferri S.p.A. Gabionsverstärkungselement

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100629155B1 (ko) * 2006-04-18 2006-09-27 최규범 사각형 돌망태
US9453322B2 (en) 2006-09-25 2016-09-27 J & S Franklin, Ltd. Cellular confinement systems
CA2663778C (en) 2006-09-25 2014-12-23 J. & S. Franklin Ltd. Cellular confinement systems
GB0804487D0 (en) * 2008-03-11 2008-04-16 Terram Ltd Cellular structures
GB2493007B (en) 2011-07-21 2017-08-30 Fiberweb Holdings Ltd Confinement structures for particulate fill materials
CA3181358A1 (en) 2020-05-14 2021-11-18 Shore Defence Limited Improvements in and relating to erosion prevention
GB2594985B (en) * 2020-05-14 2022-05-18 Shore Defence Ltd Improvements in and relating to erosion prevention
WO2022234275A1 (en) 2021-05-07 2022-11-10 Shore Defence Limited Improvements in and relating to ground stabilisation

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2320801A1 (de) * 1973-04-25 1974-11-14 Georg Frhr Von Waldenfels Einschlaemmbare drahtgewebeverbundmatte zum schutz und zur sicherung des gruenverbaus gegen ausspuelungen und unterspuelungen im hochwassergefaehrdeten gebiet
FR2441685B1 (fr) * 1978-11-14 1985-12-13 Vignon Jean Francois Materiau textile alveolaire permettant de consolider et assainir les sols pour travaux publics ou autres
CA1102146A (en) * 1978-12-15 1981-06-02 Gerard E. Jarlan Flow-guiding monolithic blocks for marine structures
IT207068Z2 (it) * 1985-12-17 1987-11-23 Maccaferri Spa Off Gabbione del tipo a materasso per realizzare strutture protettive di rivestimento da applicarsi alle superifici di terreni soggetti a erosione
IT1238432B (it) * 1990-01-19 1993-07-26 Procedimento atto alla realizzazione di strutture di contenimento di terreni mediante elementi con reti a doppia torsione.
IT232069Y1 (it) * 1994-09-19 1999-08-16 Maccaferri Spa Off Struttura multicellulare ripiegabile per opere di pronto intervento
IT1274366B (it) * 1995-03-27 1997-07-17 Valsella Meccanotecnica Spa Sistema di protezione a rapida messa in opera

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4230802A1 (de) 2022-02-18 2023-08-23 Officine Maccaferri S.p.A. Gabionsverstärkungselement

Also Published As

Publication number Publication date
IL161694A (en) 2009-07-20
CZ2004571A3 (cs) 2004-09-15
WO2003038196A1 (fr) 2003-05-08
PL205225B1 (pl) 2010-03-31
HRP20040491B1 (en) 2006-03-31
SK286526B6 (sk) 2008-12-05
DE60113279D1 (de) 2005-10-13
CZ299052B6 (cs) 2008-04-09
HRP20040491A2 (en) 2004-10-31
DE60113279T2 (de) 2006-07-06
EP1308562A1 (de) 2003-05-07
HUP0402011A2 (hu) 2005-03-29
NO20042241L (no) 2004-08-02
PL369198A1 (en) 2005-04-18
IL161694A0 (en) 2004-09-27
ATE304083T1 (de) 2005-09-15
SK2142004A3 (sk) 2005-08-04
DK1308562T3 (da) 2006-01-16

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