US20140233867A1 - Abrasion-resistible geotextile container - Google Patents

Abrasion-resistible geotextile container Download PDF

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Publication number
US20140233867A1
US20140233867A1 US14/346,457 US201214346457A US2014233867A1 US 20140233867 A1 US20140233867 A1 US 20140233867A1 US 201214346457 A US201214346457 A US 201214346457A US 2014233867 A1 US2014233867 A1 US 2014233867A1
Authority
US
United States
Prior art keywords
fabric
geotextile container
base fabric
peripheral end
container
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.)
Abandoned
Application number
US14/346,457
Other languages
English (en)
Inventor
Chun-Jung Tseng
Ching-Yi Lin
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.)
ACE GEOSYNTHETICS Inc
Original Assignee
ACE GEOSYNTHETICS Inc
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 ACE GEOSYNTHETICS Inc filed Critical ACE GEOSYNTHETICS Inc
Assigned to ACE GEOSYNTHETICS INC. reassignment ACE GEOSYNTHETICS INC. ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: LIN, CHING-YI, TSENG, CHUN-JUNG
Publication of US20140233867A1 publication Critical patent/US20140233867A1/en
Abandoned legal-status Critical Current

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Classifications

    • 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
    • E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
    • E02B3/106—Temporary dykes
    • E02B3/108—Temporary dykes with a filling, e.g. filled by water or sand
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D29/00—Sacks or like containers made of fabrics; Flexible containers of open-work, e.g. net-like construction
    • 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
    • E02B3/127—Flexible prefabricated covering elements, e.g. mats, strips bags filled at the side

Definitions

  • the invention relates to a geotextile container, more particularly to an abrasion-resistible geotextile container.
  • a conventional geotextile container 100 is generally used in embankment projects for riverbanks, seawalls, etc.
  • the geotextile container 100 mainly includes a woven or nonwoven fabric container body 10 and sand 11 filled in the container body 10 .
  • the container body 10 must utilize a woven or nonwoven material with sufficient tensile strength in order to cope with external pressing force during construction and attack from river flow or ocean waves so that rupture of the geotextile container 100 can be avoided.
  • the fabric container body 10 is usually made of a single-layer structure and the top side thereof is constantly exposed to the attack of the river flow or ocean waves, the top side of the container body 10 is quite prone to damage which may result in leakage of the sand. Thus, the utilization effect of the geotextile container 100 is lost.
  • an object of the present invention is to provide an abrasion-resistible geotextile container.
  • a geotextile container comprises a bag body defining a filling space and including a base fabric and a protective fabric.
  • the base fabric has a peripheral end.
  • the protective fabric has a peripheral end connected to the peripheral end of the base fabric, and includes a plurality of interconnected compartment bodies surrounded by the peripheral end of the protective fabric.
  • FIG. 1 is a perspective view of a conventional geotextile container
  • FIG. 2 is a sectional view of the conventional geotextile container
  • FIG. 3 is a perspective view of a geotextile container according to the first preferred embodiment of this invention with a portion thereof removed for the sake of clarity of illustration;
  • FIG. 4 is a sectional view of a geotextile container according to the second preferred embodiment of this invention.
  • FIG. 5 is a sectional view of a geotextile container according to the third preferred embodiment of this invention.
  • FIG. 6 is a sectional view of a geotextile container according to the fourth preferred embodiment of this invention.
  • FIG. 7 is a perspective view of a protective fabric including the compartment body of a geotextile container according to the fifth preferred embodiment of this invention with a portion thereof removed for the sake of clarity of illustration;
  • FIG. 8 is a perspective view of a protective fabric including the compartment body of a geotextile container according to the sixth preferred embodiment of this invention with a portion thereof removed for the sake of clarity of illustration.
  • a geotextile container 200 according to the first preferred embodiment of this invention is shown to comprise a bag body defining a filling space 24 , and includes a base fabric 20 and a protective fabric 30 .
  • the base fabric 20 extends along a longitudinal axis (X), and has an inner surface 22 , an outer surface 21 opposite to the inner surface 22 , a first filling material 25 filled in the filling space 24 , and a peripheral end 23 .
  • the protective fabric 30 extends along the longitudinal axis (X), and has a peripheral end 33 connected to the outer surface 21 of the base fabric 20 along the peripheral end 23 thereof by stitches 50 , and a plurality of interconnected compartment bodies 31 surrounded by the peripheral end 33 .
  • a second filling material 32 is filled in each compartment body 31 .
  • each of the compartment bodies 31 is elongated and extends in a direction parallel to the longitudinal axis (X).
  • the bag body has top and bottom parts which cooperate to confine therebetween the filling space 24 .
  • the base fabric 20 forms the top part of the bag body, while the protective fabric 30 forms the bottom part of the bag body.
  • the first filling material 25 used in this embodiment is sand and sediment which can be easily retrieved in large amount from the construction site.
  • the second filling material 32 used in this embodiment may be a compressive filling material (such as concrete, cement mortar, etc.) or a resilient filling material (such as high-density polyethylene foam resins, PU thermosetting resin foam materials, etc.).
  • the second filling material is a high density polymeric foam material.
  • the geotextile container 200 can achieve maximum abrasion resistance.
  • the second preferred embodiment of the geotextile container 200 is shown to be similar to the first preferred embodiment.
  • the base fabric 20 and the protective fabric 30 are seamless and integrally formed as one piece.
  • the geotextile container 200 of the second preferred embodiment can similarly achieve the abrasion-resistible effect described in the first preferred embodiment.
  • the third preferred embodiment of the geotextile container 200 is shown to be similar to the first preferred embodiment.
  • the base fabric 20 forms the top and bottom parts of the bag body.
  • the peripheral end 33 of the protective fabric 30 is connected to the base fabric 20 along a connection of the top and bottom parts thereof by stitches 50 .
  • the compartment bodies 31 are disposed over an outer surface of the top part of the base fabric 20 . Through this, when an outer surface of one of the compartment bodies 31 is formed with a hole, the inner surface of the compartment body 31 with the hole is still intact to provide protection of the filling space 24 . Therefore, the geotextile container 200 of the third preferred embodiment can similarly achieve the abrasion-resistible effect described in the first preferred embodiment.
  • the geo-textile container 200 further comprises a lining woven or nonwoven fabric 40 that extends along the longitudinal axis (X) and that has a peripheral end 43 connected to the base fabric 20 along the peripheral end 33 thereof by stitches 50 .
  • the lining fabric 40 forms the top part of the bag body, while the base fabric 20 forms the bottom part of the bag body.
  • the compartment bodies 31 are disposed over an outer surface of the lining fabric 40 .
  • the lining woven or nonwoven fabric 40 is made of a geotextile material, and is sewn to the inner surface 22 of the base fabric 20 .
  • FIG. 7 illustrates a compartment body 31 of the protective fabric 30 of the geotextile container 200 according to the fifth preferred embodiment of this invention.
  • each of the interconnected compartment bodies 31 has a substantially cross shape.
  • FIG. 8 illustrates the protective fabric 30 of the geotextile container 200 according to the sixth preferred embodiment of this invention.
  • each of the interconnected compartment bodies 31 has a substantially L-shape.
  • compartment bodies 31 of the protective fabric 30 are disposed over the outer surface of the top part of the bag body in each of the preferred embodiments, it is contemplated that the compartment bodies 31 may be disposed over outer surfaces of both of the top and bottom parts of the bag body.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)
  • Wrappers (AREA)
  • Bag Frames (AREA)
  • Woven Fabrics (AREA)
  • Professional, Industrial, Or Sporting Protective Garments (AREA)
US14/346,457 2011-09-23 2012-09-20 Abrasion-resistible geotextile container Abandoned US20140233867A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
TW100217900U TWM424357U (en) 2011-09-23 2011-09-23 Geotextile tube with high resistance of erosion and scouring
TW100217900 2011-09-23
PCT/US2012/056260 WO2013043823A1 (fr) 2011-09-23 2012-09-20 Récipient géotextile pouvant résister à l'abrasion

Publications (1)

Publication Number Publication Date
US20140233867A1 true US20140233867A1 (en) 2014-08-21

Family

ID=46461545

Family Applications (1)

Application Number Title Priority Date Filing Date
US14/346,457 Abandoned US20140233867A1 (en) 2011-09-23 2012-09-20 Abrasion-resistible geotextile container

Country Status (9)

Country Link
US (1) US20140233867A1 (fr)
EP (1) EP2573272A3 (fr)
KR (1) KR20140064985A (fr)
CN (1) CN103015363B (fr)
HK (1) HK1183919A1 (fr)
MX (1) MX2014003512A (fr)
RU (1) RU2570317C2 (fr)
TW (1) TWM424357U (fr)
WO (1) WO2013043823A1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102014108306B3 (de) * 2014-06-12 2015-08-13 Tutech Innovation Gmbh Geotextiler Sandcontainer sowie Verfahren zum Absenken dieser
IT201600126498A1 (it) * 2016-12-14 2018-06-14 Maccaferri Off Spa Sacco per la realizzazione di opere dell’ingegneria civile, procedimento per la sua fabbricazione, e per la realizzazione di un’opera mediante più sacchi di tale tipo

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB935349A (en) * 1960-10-28 1963-08-28 Michael George Ionides Layers for preventing or minimising fluid flow through surfaces and methods of making such layers
DE4012301A1 (de) * 1990-04-18 1991-10-24 Huesker Synthetic Gmbh & Co Schalungshuelle
FR2778930A1 (fr) * 1998-05-25 1999-11-26 Jean Rene Cornic Dispositif pour freiner le flux des sediments le long du littoral
US7449105B2 (en) * 2006-07-19 2008-11-11 Denny Hastings Flp 14 Water filtration and erosion control system

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2061359B (en) * 1979-05-03 1983-05-18 Nielsen E Safety mat for use in protection of water washed areas against erosion and/or undermining
SE459189B (sv) * 1987-09-09 1989-06-12 Pieux Armes Int Foerfarande och anordning foer att paaverka samverkan mellan ett jordlager och en i anslutning till jordlagret befintlig konstruktion
US4919567A (en) * 1989-06-01 1990-04-24 Sample Jay W Subsurface dune restoration system and method
US5577455A (en) * 1996-03-19 1996-11-26 Dvorak; Ryan T. Watercraft protection mat
AU7400300A (en) * 1999-10-18 2001-04-30 Bruno Sager Dam element, method for using said dam element and dam device and protection element
DE20215205U1 (de) * 2002-10-01 2003-05-22 Brock, Albert, 30989 Gehrden Vorrichtung zum temporären Schutz vor Hochwasserwirkungen vorzugsweise bei Deichen bzw. Gebäudekomplexen
US20040140041A1 (en) * 2002-12-27 2004-07-22 Scott Glick Geotextile tube repair, construction and reinforcement method and apparatus
FR2884839B1 (fr) * 2005-04-26 2008-12-26 Bidim Geosynthetics Soc Par Ac Dispositif allonge pour les amenagements maritimes et fluviaux et son procede de fabrication
CN201080604Y (zh) * 2007-08-07 2008-07-02 王飞宇 柔性管式沉床垫
US7891914B2 (en) * 2007-11-15 2011-02-22 Flint Industries, Inc. Geotextile tube
CN201809747U (zh) * 2010-07-16 2011-04-27 盟鑫工业股份有限公司 防基础淘刷的地工砂肠袋装置
CN201801845U (zh) * 2010-09-09 2011-04-20 盟鑫工业股份有限公司 地工砂肠袋

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB935349A (en) * 1960-10-28 1963-08-28 Michael George Ionides Layers for preventing or minimising fluid flow through surfaces and methods of making such layers
DE4012301A1 (de) * 1990-04-18 1991-10-24 Huesker Synthetic Gmbh & Co Schalungshuelle
FR2778930A1 (fr) * 1998-05-25 1999-11-26 Jean Rene Cornic Dispositif pour freiner le flux des sediments le long du littoral
US7449105B2 (en) * 2006-07-19 2008-11-11 Denny Hastings Flp 14 Water filtration and erosion control system

Also Published As

Publication number Publication date
EP2573272A2 (fr) 2013-03-27
RU2014115959A (ru) 2015-10-27
RU2570317C2 (ru) 2015-12-10
MX2014003512A (es) 2015-02-05
EP2573272A3 (fr) 2013-07-31
CN103015363B (zh) 2016-04-13
CN103015363A (zh) 2013-04-03
WO2013043823A1 (fr) 2013-03-28
HK1183919A1 (zh) 2014-01-10
TWM424357U (en) 2012-03-11
KR20140064985A (ko) 2014-05-28

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Legal Events

Date Code Title Description
AS Assignment

Owner name: ACE GEOSYNTHETICS INC., TEXAS

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:TSENG, CHUN-JUNG;LIN, CHING-YI;REEL/FRAME:032497/0023

Effective date: 20140312

STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION