EP2912230B1 - Struktur mit geotextil - Google Patents

Struktur mit geotextil Download PDF

Info

Publication number
EP2912230B1
EP2912230B1 EP13785559.9A EP13785559A EP2912230B1 EP 2912230 B1 EP2912230 B1 EP 2912230B1 EP 13785559 A EP13785559 A EP 13785559A EP 2912230 B1 EP2912230 B1 EP 2912230B1
Authority
EP
European Patent Office
Prior art keywords
geotextile
tubing
structure according
geotextile structure
tubular
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.)
Not-in-force
Application number
EP13785559.9A
Other languages
English (en)
French (fr)
Other versions
EP2912230A1 (de
Inventor
Philippe Delmas
Jean-Paul Ducol
Marie Tankere
Joanna GORNIAK
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.)
MDB Texinov SA
Deltaval SARL
Original Assignee
MDB Texinov SA
Deltaval SARL
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 MDB Texinov SA, Deltaval SARL filed Critical MDB Texinov SA
Priority to PL13785559T priority Critical patent/PL2912230T3/pl
Publication of EP2912230A1 publication Critical patent/EP2912230A1/de
Application granted granted Critical
Publication of EP2912230B1 publication Critical patent/EP2912230B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E02D17/18—Making embankments, e.g. dikes, dams
    • D—TEXTILES; PAPER
    • D04—BRAIDING; LACE-MAKING; KNITTING; TRIMMINGS; NON-WOVEN FABRICS
    • D04B—KNITTING
    • D04B21/00—Warp knitting processes for the production of fabrics or articles not dependent on the use of particular machines; Fabrics or articles defined by such processes
    • D04B21/14—Fabrics characterised by the incorporation by knitting, in one or more thread, fleece, or fabric layers, of reinforcing, binding, or decorative threads; Fabrics incorporating small auxiliary elements, e.g. for decorative purposes
    • D04B21/16—Fabrics characterised by the incorporation by knitting, in one or more thread, fleece, or fabric layers, of reinforcing, binding, or decorative threads; Fabrics incorporating small auxiliary elements, e.g. for decorative purposes incorporating synthetic threads
    • 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
    • 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
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0291—Retaining or protecting walls characterised by constructional features made up of filled, bag-like elements
    • D—TEXTILES; PAPER
    • D10—INDEXING SCHEME ASSOCIATED WITH SUBLASSES OF SECTION D, RELATING TO TEXTILES
    • D10B—INDEXING SCHEME ASSOCIATED WITH SUBLASSES OF SECTION D, RELATING TO TEXTILES
    • D10B2403/00—Details of fabric structure established in the fabric forming process
    • D10B2403/02—Cross-sectional features
    • D10B2403/023—Fabric with at least two, predominantly unlinked, knitted or woven plies interlaced with each other at spaced locations or linked to a common internal co-extensive yarn system
    • D—TEXTILES; PAPER
    • D10—INDEXING SCHEME ASSOCIATED WITH SUBLASSES OF SECTION D, RELATING TO TEXTILES
    • D10B—INDEXING SCHEME ASSOCIATED WITH SUBLASSES OF SECTION D, RELATING TO TEXTILES
    • D10B2505/00—Industrial
    • D10B2505/20—Industrial for civil engineering, e.g. geotextiles
    • D10B2505/204—Geotextiles

Definitions

  • the present invention relates to the field of geotextile structures, and more particularly to that of the field of recess and / or stabilization of soils and embankments, in the context of civil engineering operations.
  • the objective of the present invention resides first and foremost in the simplification of the realization of the stabilization of floors, especially furniture, on the one hand, and the realization of embankments on the other hand, particularly in areas with difficulty accessible and therefore in which the contribution of conventional materials is difficult or impossible.
  • the most appropriate fibers are chosen.
  • this structure in particular in its tubular part, has a permeability to air to allow the pressure filling of the aggregates, and to obtain a confinement conferring the desired cohesion of the material thus injected.
  • This type of technology makes it possible to produce double-faced textiles, that is to say having two textile surfaces in parallel planes, which may be identical or of different geometries due to the nature and the binding of the threads used. artwork. These two surfaces are simultaneously connected by orthogonal wires substantially perpendicular to said surfaces in order either to connect them completely or not to connect them in specific zones.
  • the zone (702) determines the operating resistance of the geosynthetic from which the service resistance calculated according to the state of the art is determined according to the constraints in the structure.
  • the breaking strength is between 40 and 80 kN.
  • tubular zones of large diameters are intended to constitute the front of the embankment mass to be reinforced, and the tubular zones of small diameters are intended for the passage of rods or metal tubes, for example in order to make skirting cladding, and such that he was represented on the figure 5c .
  • the tubular zones intended to receive such elements are not filled by the aggregates.
  • additional tubular zones may also allow the realization of a complementary anchorage in the form of a geosynthetic layer bonded by these means to the anchoring ply of the structure.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Textile Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Claims (10)

  1. Struktur mit Geotextil, insbesondere für die Verstärkung und/ oder Stabilisierung von Böden und Böschungen, die zumindest einen rohrförmigen Abschnitt (102) umfasst, der mit einem körnigen Material gefüllt werden kann, das darin eingeschlossen ist, dadurch gekennzeichnet, dass dieser rohrförmige Abschnitt mit einer Ankermatte der Einheit verbunden ist, die die Struktur im zu stabilisierenden Boden oder in der zuverstärkenden Böschung bildet.
  2. Struktur mit Geotextil, gemäß Anspruch 1, dadurch gekennzeichnet, dass der rohrförmige Abschnitt (102) und die Ankermatte (103) aus einer einheitlichen gestrickten Struktur bestehen, hergestellt mit der sogenannten "Kettwirk" - Technologie.
  3. Struktur mit Geotextil, gemäß irgendeinem der Ansprüche 1 und 2, dadurch gekennzeichnet, dass sie keinerlei Naht enthält.
  4. Struktur mit Geotextil, gemäß Anspruch 3, dadurch gekennzeichnet, dass sie auf einer Raschelmaschine mit Doppelbett hergestellt wird.
  5. Struktur mit Geotextil, gemäß Anspruch 4, dadurch gekennzeichnet, dass sie auf einer Raschelmaschine mit Doppelbett hergestellt wird, mit Eintrag eines Schussfadens, zumindest auf einer Seite, um ein unterschiedliches Verformungsmodul bei der Ankermatte (103) zu erreichen.
  6. Struktur mit Geotextil, gemäß irgendeinem der Ansprüche 1 und 2, dadurch gekennzeichnet, dass der rohrförmige Abschnitt (102) durch Nähte definiert wird.
  7. Struktur mit Geotextil, gemäß irgendeinem der Ansprüche 1 bis 6, dadurch gekennzeichnet, dass sie aus einem Material besteht, das ausgewählt wird aus der Gruppe bestehend aus Polypropylen, PVA (Polyvinylacetat), Aramid, Polyester, Polyamid, Polyethylen, alleine oder als Mischung.
  8. Struktur mit Geotextil, gemäß irgendeinem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass das körnige Material zum Füllen des rohrförmigen Abschnitts (102) aus Aggregaten besteht, insbesondere aus Blähton geringer Dichte.
  9. Struktur mit Geotextil, gemäß irgendeinem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass sie zwei rohrförmige Abschnitte (102) enthält, die voneinander durch die Ankermatte (103) getrennt sind.
  10. Struktur mit Geotextil, gemäß irgendeinem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass sie mehrere rohrförmige Abschnitte (102) enthält, von denen mindestens ein Teil mit einem Ring, einer Stange, einem Seil, einem Metallrohr oder einen Gurt ausgestattet wird, die als Verankerungsmittel für eine Verkleidung oder gleichartiges dienen oder als zusätzliche Verankerung in Form einer geosynthetischen Bahn, die durch dieses Mittel mit der Ankermatte (103) der Struktur verbunden wird.
EP13785559.9A 2012-10-23 2013-10-14 Struktur mit geotextil Not-in-force EP2912230B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL13785559T PL2912230T3 (pl) 2012-10-23 2013-10-14 Konstrukcja geotekstylna

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR1260057A FR2997106B1 (fr) 2012-10-23 2012-10-23 Structure geotextile, notamment pour le renforcement et la stabilisation de sols et de remblais
PCT/FR2013/052451 WO2014064364A1 (fr) 2012-10-23 2013-10-14 Structure geotextile

Publications (2)

Publication Number Publication Date
EP2912230A1 EP2912230A1 (de) 2015-09-02
EP2912230B1 true EP2912230B1 (de) 2016-12-28

Family

ID=47666264

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13785559.9A Not-in-force EP2912230B1 (de) 2012-10-23 2013-10-14 Struktur mit geotextil

Country Status (4)

Country Link
EP (1) EP2912230B1 (de)
FR (1) FR2997106B1 (de)
PL (1) PL2912230T3 (de)
WO (1) WO2014064364A1 (de)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111379203B (zh) * 2020-04-23 2022-07-01 山东高速股份有限公司 土工格栅加筋与膜袋注浆联合降沉装置及降沉方法与应用

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2496115A1 (en) * 2005-02-08 2006-08-08 Deltalok Inc. Sandbag wall system with sandbags having a waist portion
CN201050067Y (zh) * 2007-06-14 2008-04-23 张宇顺 具有联锁构件的挡土结构

Non-Patent Citations (1)

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

Also Published As

Publication number Publication date
WO2014064364A1 (fr) 2014-05-01
FR2997106A1 (fr) 2014-04-25
FR2997106B1 (fr) 2014-11-21
PL2912230T3 (pl) 2017-05-31
EP2912230A1 (de) 2015-09-02

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