EP2573272A2 - Abrasion-resistible geotextile container - Google Patents

Abrasion-resistible geotextile container Download PDF

Info

Publication number
EP2573272A2
EP2573272A2 EP12185076A EP12185076A EP2573272A2 EP 2573272 A2 EP2573272 A2 EP 2573272A2 EP 12185076 A EP12185076 A EP 12185076A EP 12185076 A EP12185076 A EP 12185076A EP 2573272 A2 EP2573272 A2 EP 2573272A2
Authority
EP
European Patent Office
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.)
Withdrawn
Application number
EP12185076A
Other languages
German (de)
French (fr)
Other versions
EP2573272A3 (en
Inventor
Chun-Jung Tsen
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
Publication of EP2573272A2 publication Critical patent/EP2573272A2/en
Publication of EP2573272A3 publication Critical patent/EP2573272A3/en
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/10Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
    • E02B3/106Temporary dykes
    • E02B3/108Temporary dykes with a filling, e.g. filled by water or sand
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65DCONTAINERS 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
    • B65D29/00Sacks or like containers made of fabrics; Flexible containers of open-work, e.g. net-like construction
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122Flexible prefabricated covering elements, e.g. mats, strips
    • E02B3/127Flexible 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 river banks, 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.
  • 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)

Abstract

A geotextile container (200) includes a bag body defining a filling space (24) and including a base fabric (20) and a protective fabric (30). The base fabric (20) has a peripheral end (23). The protective fabric (30) has a peripheral end (33) connected to the peripheral end (23) of the base fabric (20), and includes a plurality of interconnected compartment bodies (31) surrounded by the peripheral end (33) of the protective fabric (30).

Description

  • The invention relates to a geotextile container, more particularly to an abrasion-resistible geotextile container.
  • Referring to Figures 1 and 2, a conventional geotextile container 100 is generally used in embankment projects for river banks, 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. However, in actual use, since 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.
  • Therefore, an object of the present invention is to provide an abrasion-resistible geotextile container.
  • According to this invention, 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.
  • Other features and advantages of the present invention will become apparent in the following detailed description of the preferred embodiments with reference to the accompanying drawings, of which:
    • Figure 1 is a perspective view of a conventional geotextile container;
    • Figure 2 is a sectional view of the conventional geotextile container;
    • Figure 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;
    • Figure 4 is a sectional view of a geotextile container according to the second preferred embodiment of this invention;
    • Figure 5 is a sectional view of a geotextile container according to the third preferred embodiment of this invention;
    • Figure 6 is a sectional view of a geotextile container according to the fourth preferred embodiment of this invention;
    • Figure 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; and
    • Figure 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.
  • Before the present invention is described in greater detail with reference to the accompanying preferred embodiment, it should be noted herein that like elements are denoted by the same reference numerals throughout the disclosure.
  • Referring to Figure 3, 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. In this embodiment, 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.). Preferably, the second filling material is a high density polymeric foam material. As such, even if outer surfaces of the compartment bodies 31 are damaged, the second filling material 32 in each compartment body 31 cannot easily leak out from a respective compartment body 31.
  • When the river flow or the sea waves attack the geotextile container 200, because of the structure of the compartment bodies 31 of the protective fabric 30, a buffer can be effectively generated corresponding to the erosion force so as to protect the filling space 24. Even if the outer surface of one of the compartment bodies 31 is formed with a hole resulting from a long period of erosion, only the second filling material 32 of the compartment body 31 with the hole is affected. The inner surface of the compartment body 31 with the hole is still intact so that the first filling material 25 inside the filling space 24 is still protected by the protective fabric 30 and will not leak out. Use of the geotextile container 200 can thus be continued. Therefore, the geotextile container 200 can achieve maximum abrasion resistance.
  • Referring to Figure 4, the second preferred embodiment of the geotextile container 200 according to this invention is shown to be similar to the first preferred embodiment. However, in this 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.
  • Referring to Figure 5, the third preferred embodiment of the geotextile container 200 according to this invention is shown to be similar to the first preferred embodiment. However, in this 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.
  • Referring to Figure 6, the fourth preferred embodiment of the geotextile container 200 according to this invention is shown to be similar to the second preferred embodiment. However, in this 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. In this embodiment, 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.
  • Figure 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. In this embodiment, each of the interconnected compartment bodies 31 has a substantially cross shape.
  • Figure 8 illustrates the protective fabric 30 of the geotextile container 200 according to the sixth preferred embodiment of this invention. In this embodiment, each of the interconnected compartment bodies 31 has a substantially L-shape.
  • Although the 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.

Claims (14)

  1. A geotextile container (200) characterized by:
    a bag body defining a filling space (24), and including a base fabric (20) and a protective fabric (30);
    said base fabric (20) having a peripheral end (23); and
    said protective fabric (30) having a peripheral end (33) connected to said peripheral end (23) of said base fabric (20), and including a plurality of interconnected compartment bodies (31) surrounded by said peripheral end (33) of said protective fabric (30).
  2. The geotextile container (200) as claimed in Claim 1, characterized in that said bag body has top and bottom parts which cooperate to confine therebetween said filling space (24).
  3. The geotextile container (200) as claimed in Claim 2, characterized in that said base fabric (20) forms said bottom part, and said protective fabric (30) forms said top part.
  4. The geotextile container (200) as claimed in Claim 3, characterized in that said base fabric (20) and said protective fabric (30) are seamless and integrally formed as one piece.
  5. The geotextile container (200) as claimed in Claim 2, characterized in that said base fabric (20) forms said top and bottom parts of said bag body, said compartment bodies (31) of said protective fabric (30) being disposed over an outer surface of said top part.
  6. The geotextile container (200) as claimed in Claim 2, further characterized by a lining fabric (40) that is connected to said base fabric (20) along said peripheral end (23) of said base fabric (20), said base fabric (20) forming said bottom part, said lining fabric (40) forming said top part, said compartment bodies (31) of said protective fabric (30) being disposed over an outer surface of said lining fabric (40).
  7. The geotextile container (200) as claimed in Claim 1, characterized in that each of said compartment bodies (31) are elongated and extend in parallel.
  8. The geotextile container (200) as claimed in Claim 1, characterized in that each of said compartment bodies (31) has a substantially cross shape.
  9. The geotextile container (200) as claimed in Claim 1, characterized in that each of said compartment bodies (31) has a substantially L-shape.
  10. The geotextile container (200) as claimed in Claim 1, characterized in that said base fabric further has a first filling material (25) filled in said filling space (24), and said protective fabric (30) further includes a second filling material (32) filled in each of said compartment bodies (31).
  11. The geotextile container (200) as claimed in Claim 10, characterized in that said first filling material (25) is sediment or sandy filling material.
  12. The geotextile container (200) as claimed in Claim 10, characterized in that said second filling material (32) is a compressive or resilient filling material.
  13. The geotextile container (200) as claimed in Claim 12, characterized in that said second filling material (32) is a high density polymeric foam material.
  14. The geotextile container (200) as claimed in Claim 1, characterized in that said base fabric (20) has an inner surface (22) confining said filling space (24), an outer surface (21) opposite to said inner surface (22), said compartment bodies (31) being disposed over said outer surface (21).
EP12185076.2A 2011-09-23 2012-09-19 Abrasion-resistible geotextile container Withdrawn EP2573272A3 (en)

Applications Claiming Priority (1)

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

Publications (2)

Publication Number Publication Date
EP2573272A2 true EP2573272A2 (en) 2013-03-27
EP2573272A3 EP2573272A3 (en) 2013-07-31

Family

ID=46461545

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12185076.2A Withdrawn EP2573272A3 (en) 2011-09-23 2012-09-19 Abrasion-resistible geotextile container

Country Status (9)

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

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2955275A1 (en) * 2014-06-12 2015-12-16 Technische Universität Hamburg-Harburg Geotextile sand container and method for lowering same
IT201600126498A1 (en) * 2016-12-14 2018-06-14 Maccaferri Off Spa Sack for the realization of civil engineering works, procedure for its manufacture, and for the realization of a work using several bags of this type

Family Cites Families (16)

* 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
BR8008670A (en) * 1979-05-03 1981-04-14 Daekko Presenning As SAFETY MAT
SE459189B (en) * 1987-09-09 1989-06-12 Pieux Armes Int PROCEDURE AND DEVICE MAKE SUBJECT TO INTERACTION BETWEEN AN EARTH STORE AND ANY CONSTRUCTION EXISTING IN CONNECTION
US4919567A (en) * 1989-06-01 1990-04-24 Sample Jay W Subsurface dune restoration system and method
DE4012301C2 (en) * 1990-04-18 1999-03-25 Huesker Synthetic Gmbh & Co Formwork cover
US5577455A (en) * 1996-03-19 1996-11-26 Dvorak; Ryan T. Watercraft protection mat
FR2778930B1 (en) * 1998-05-25 2000-07-28 Jean Rene Cornic DEVICE FOR BRAKING THE FLOW OF SEDIMENTS ALONG THE COAST
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 (en) * 2002-10-01 2003-05-22 Brock Albert Device for temporary protection, particularly of dams or buildings against flood water effects, takes the form of fillable plastic hoses which are laterally joinable to form a mat-like structure
US20040140041A1 (en) * 2002-12-27 2004-07-22 Scott Glick Geotextile tube repair, construction and reinforcement method and apparatus
FR2884839B1 (en) * 2005-04-26 2008-12-26 Bidim Geosynthetics Soc Par Ac EXTENDED DEVICE FOR MARITIME AND RIVER FACILITIES AND METHOD FOR MANUFACTURING THE SAME
US7449105B2 (en) * 2006-07-19 2008-11-11 Denny Hastings Flp 14 Water filtration and erosion control system
CN201080604Y (en) * 2007-08-07 2008-07-02 王飞宇 Flexible pipe type set bed mattress
US7891914B2 (en) * 2007-11-15 2011-02-22 Flint Industries, Inc. Geotextile tube
CN201809747U (en) * 2010-07-16 2011-04-27 盟鑫工业股份有限公司 Geotube bag device for preventing scouring of foundation
CN201801845U (en) * 2010-09-09 2011-04-20 盟鑫工业股份有限公司 Geosynthetic bag

Non-Patent Citations (1)

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

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2955275A1 (en) * 2014-06-12 2015-12-16 Technische Universität Hamburg-Harburg Geotextile sand container and method for lowering same
IT201600126498A1 (en) * 2016-12-14 2018-06-14 Maccaferri Off Spa Sack for the realization of civil engineering works, procedure for its manufacture, and for the realization of a work using several bags of this type
WO2018109684A1 (en) * 2016-12-14 2018-06-21 Officine Maccaferri S.P.A. Sack for civil engineering works, method for its manufacture, and realisation of such works
US20200032472A1 (en) * 2016-12-14 2020-01-30 Officine Maccaferri S.P.A. Sack for the realisation of civil engineering works, process for its manufacture, and for the realisation of a work by means of several sacks of this type
US10858794B2 (en) * 2016-12-14 2020-12-08 Officine Maccaferri S.P.A. Sack for the realisation of civil engineering works, process for its manufacture, and for the realisation of a work by means of several sacks of this type

Also Published As

Publication number Publication date
EP2573272A3 (en) 2013-07-31
HK1183919A1 (en) 2014-01-10
MX2014003512A (en) 2015-02-05
CN103015363B (en) 2016-04-13
RU2570317C2 (en) 2015-12-10
US20140233867A1 (en) 2014-08-21
CN103015363A (en) 2013-04-03
TWM424357U (en) 2012-03-11
KR20140064985A (en) 2014-05-28
RU2014115959A (en) 2015-10-27
WO2013043823A1 (en) 2013-03-28

Similar Documents

Publication Publication Date Title
US8529153B2 (en) Element used to form breakwaters
EP2573272A2 (en) Abrasion-resistible geotextile container
JP6215679B2 (en) Reinforced soil retaining wall and its construction method
JP2007132064A (en) Joint closing structure for existing caisson revetment work
JP4115922B2 (en) Civil engineering structure forming bag and civil engineering structure using this civil engineering structure forming bag
JP2007051514A (en) Long-sandbag drain reinforcing method
CN210507492U (en) Cofferdam structure
CN103122620B (en) Protective hooking body
CN103122624B (en) Protective hooking body
JP2006249690A (en) Structure for maintaining height of container for underwater civil engineering construction method
JP5035781B2 (en) Civil engineering packaging and underwater construction
CN203113280U (en) Protective hook-connection body and piled space structure composed of protective hook-connection bodies
CN103122621B (en) Protective hooking body
CN203256670U (en) Protective hook connecting body and piling space structure composed of same
JP2000319843A (en) Submarine structure
JP5763005B2 (en) Construction method for civil engineering packaging
CN203256673U (en) Protective hooking and connecting body and piled-up space structure composed of same
CN103122619B (en) Protective hooking body
CN203256674U (en) Protective hooking and connecting body and piled-up space structure composed of same
CN103103961B (en) A kind of protection links body
JP6066636B2 (en) Frame mat and its laying method
CN203256690U (en) Protective hooking and connecting body and piled-up space structure composed of same
KR100955195B1 (en) Revetment block with loess core
JP7231176B2 (en) Method for manufacturing bag for civil engineering
JP4627464B2 (en) Inclined pile construction method

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

RIC1 Information provided on ipc code assigned before grant

Ipc: E02B 3/10 20060101AFI20130625BHEP

Ipc: E02B 3/12 20060101ALI20130625BHEP

RIN1 Information on inventor provided before grant (corrected)

Inventor name: LIN, CHING-YI

Inventor name: TSENG, CHUN-JUNG

17P Request for examination filed

Effective date: 20140128

RBV Designated contracting states (corrected)

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

17Q First examination report despatched

Effective date: 20160223

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20160705