EP2423387B1 - Sandbag - Google Patents
Sandbag Download PDFInfo
- Publication number
- EP2423387B1 EP2423387B1 EP11178234.8A EP11178234A EP2423387B1 EP 2423387 B1 EP2423387 B1 EP 2423387B1 EP 11178234 A EP11178234 A EP 11178234A EP 2423387 B1 EP2423387 B1 EP 2423387B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- sandbag
- cloth
- lateral
- strengthened
- upper cloth
- 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
Links
- 239000004744 fabric Substances 0.000 claims description 47
- 229920002994 synthetic fiber Polymers 0.000 claims description 4
- 239000012209 synthetic fiber Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 12
- 239000004698 Polyethylene Substances 0.000 description 4
- -1 Polypropylene Polymers 0.000 description 4
- 239000004743 Polypropylene Substances 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- 230000004927 fusion Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- 229920001155 polypropylene Polymers 0.000 description 2
- 230000002035 prolonged effect Effects 0.000 description 2
- 239000004952 Polyamide Substances 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 229920002647 polyamide Polymers 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
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
-
- 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
-
- 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
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
-
- 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
Definitions
- the present invention relates to a sandbag, and more particularly to a sandbag having lateral strengthened strips to enhance structural strength of the sandbag.
- a conventional sandbag has been widely applied to different fields, such as breakwaters, seawalls, cofferdams, or water purification for heavy industry, husbandry, mining industry or reservoir silts. Structures and an assembling method of the conventional sandbags may be further referred to TW Patent No. 494928 and TW Patent No. 517129 ,etc.
- a conventional sandbag has two rectangular clothes. Each cloth has four sides respectively stitched with those of the other cloth by threads. Accordingly, a stuffing space is formed between the clothes and sands or stones can be filled into the stuffing space by a hopper or a pump.
- threads are easily tightened and broken because a pressure in the stuffing space increases as the sands or stones are stuffed in the stuffing space.
- the sands or stones will escape from gaps formed between the threads and the clothes due to the environmental changes or forces applied to the conventional sandbag.
- formulas or tensile strengths of filaments of the clothes may differ from those of the threads and the sandbag is easily broken when external forces are applied to the sandbag.
- TW Patent No. 494928 has disclosed a conventional sandbag that is an integral element woven by filaments made of PP (Polypropylene) or PE (Polyethylene). Accordingly, gaps between the threads and the clothes do not exist. Nevertheless, the sandbag in TW patent 494928 does not have a laterally strengthened structure. When the sandbag is filled with sands or stones, the sandbag swells and has an elliptic cross section. Consequently, the sandbag is easily broken because forces concentrate on the lateral and opposite sides of the sandbag. Furthermore, multiple piled sandbags are easily deformed and moved because each sandbag lacks a connecting structure that can connect two adjacent sandbags.
- PP Polypropylene
- PE Polyethylene
- a sandbag with a woven upper and lower cloth made of synthetic fibres, having an inlet and two lateral strengthened strips, is disclosed in US 2009/0129866 A and in US 6 056 438 .
- the present invention tends to provide a sandbag to mitigate the aforementioned problems.
- the main objective of the invention is to provide a sandbag having lateral strengthened strips to enhance structural strength of the sandbag.
- the sandbag is made of synthetic fibers, is an integral, woven, hollow and elongated element and has an upper cloth, a lower cloth, two lateral strengthened strips, a stuffing space and an inlet.
- the lower cloth is woven with the upper cloth.
- the lateral strengthened strips are respectively formed on two opposite sides of the sandbag and are integrally woven with where long sides of the upper cloth and the lower cloth are connected.
- the sandbag is produced as an integral element and has the lateral strengthened strips, so the structural strength of the sandbag is greatly enhanced and a lifespan of the sandbag is prolonged.
- a sandbag 10 in accordance with the present invention is made of synthetic fibers, such as PE(Polyethylene), PP(Polypropylene), PA(Polyamide) or PET(Polyethylenephthalate), and is an integral, woven, hollow and elongated element.
- the sandbag 10 has an upper cloth 11, a lower cloth 12, two lateral strengthened strips 13, two distal strengthened strips 14, a stuffing space 15 and an inlet 16.
- the upper cloth 11 is rectangular and has two opposite long sides and two opposite short sides.
- the lower cloth 12 is rectangular, is located below the upper cloth 11 and has two opposite long sides and two opposite short sides.
- the long sides of the lower cloth 12 are respectively and integrally woven with those of the upper cloth 11.
- the short sides of the lower cloth 12 are respectively and integrally woven with those of the upper cloth 11.
- the lateral strengthened strips 13 are respectively formed on two opposite sides of the sandbag 10, radially protrude from and are integrally woven with where the long sides of the upper cloth 11 and the lower cloth 12 are connected. Each later strengthened strip 13 extends along a line parallel to an axis of the sandbag 10.
- the distal strengthened strips 14 are respectively formed on two opposite sides of the sandbag 10, axially protrude from and are integrally woven with where the short sides of the upper cloth 11 and the lower cloth 12 are connected. Each distal strengthened strip 14 extends along a line perpendicular to the axis of the sandbag 10.
- Widths of the lateral strengthened strips 13 and the distal strengthened strips 14 can be widened or shortened based on different required structural strengths of the sandbag 10.
- the stuffing space 15 is formed between the upper cloth 11 and the lower cloth 12 to receive sands or stones.
- the inlet 16 is tubular, is connected with the upper cloth 11 and communicates with the stuffing space 15.
- the inlet 16 is connected with the upper cloth 11 by stitches.
- a diameter, a length and a position of the inlet 16 can be adjusted dependent on a length of the sandbag 10 and construction requirement.
- a second embodiment of the sandbag 10A is substantially the same as the first embodiment.
- two openings are respectively formed at the opposite two sides of the sandbag 10A where the short sides of the upper cloth 11A and the lower cloth 12A are located.
- the sandbag 10A is cut to a required length.
- the openings of the sandbag 10A are then sealed by stitches 17A, adhesives or heat fusion. Consequently, the length of the sandbag 10A can be adjusted during manufacture.
- multiple sandbags 10 in accordance with the present invention are piled to form an assembled construction that can be applied to a breakwater, a seawall, a submerged breakwater or a cofferdam for reclamation lands.
- each sandbag 10,10A has two lateral strengthened strips 13,13A, two adjacent lateral strengthened strips 13,13A can be connected with each other by various combining members 20 and a structural strength of the assembled construction is greatly enhanced.
- a first embodiment of the assembled construction comprises multiple sandbags 10B assembled by multiple combining members, preferably threads 20B.
- Each thread 20B is stitched with two adjacent lateral strengthened strips 13B to secure two adjacent sandbags 10B.
- the sandbags 10B can be assembled at factories in advance and then are conveyed to a construction site.
- a second embodiment of the assembled construction comprises multiple sandbags 10C assembled by multiple combining members, preferably adhesives 20C.
- a third embodiment of the assembled construction comprises multiple sandbags 10D assembled by multiple combining members, preferably zippers 20D.
- the zippers 20D With the zippers 20D, the assembling of the strengthened strips 13D is very easy in the construction site.
- a fourth embodiment of the assembled construction comprises multiple sandbags 10E assembled by multiple combining members, preferably ropes 20E.
- Each lateral strengthened strip 13E has multiple through holes 132E formed through the lateral strengthened strip 13E and each rope 20E is mounted through the through holes 132E of two adjacent sandbags 10E.
- a fifth embodiment of the assembled construction comprises multiple sandbags 10F assembled by multiple combining members, preferably ropes 20F.
- Each sandbag 1 0F has two connecting strips 18F respectively stitched with the lateral strengthened strips 13F.
- Each connecting strip 18F has multiple through holes 181F formed through the connecting strip 18F and each rope 20F is mounted through the through holes 181F of two connecting strips 18F.
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Revetment (AREA)
- Woven Fabrics (AREA)
Description
- The present invention relates to a sandbag, and more particularly to a sandbag having lateral strengthened strips to enhance structural strength of the sandbag.
- A conventional sandbag has been widely applied to different fields, such as breakwaters, seawalls, cofferdams, or water purification for heavy industry, husbandry, mining industry or reservoir silts. Structures and an assembling method of the conventional sandbags may be further referred to
TW Patent No. 494928 TW Patent No. 517129 - A conventional sandbag has two rectangular clothes. Each cloth has four sides respectively stitched with those of the other cloth by threads. Accordingly, a stuffing space is formed between the clothes and sands or stones can be filled into the stuffing space by a hopper or a pump.
- However, threads are easily tightened and broken because a pressure in the stuffing space increases as the sands or stones are stuffed in the stuffing space.
- Moreover, the sands or stones will escape from gaps formed between the threads and the clothes due to the environmental changes or forces applied to the conventional sandbag.
- Additionally, formulas or tensile strengths of filaments of the clothes may differ from those of the threads and the sandbag is easily broken when external forces are applied to the sandbag.
-
TW Patent No. 494928 TW patent 494928 - A sandbag with a woven upper and lower cloth made of synthetic fibres, having an inlet and two lateral strengthened strips, is disclosed in
US 2009/0129866 A and inUS 6 056 438 . - To overcome the shortcomings, the present invention tends to provide a sandbag to mitigate the aforementioned problems.
- The main objective of the invention is to provide a sandbag having lateral strengthened strips to enhance structural strength of the sandbag.
- The sandbag is made of synthetic fibers, is an integral, woven, hollow and elongated element and has an upper cloth, a lower cloth, two lateral strengthened strips, a stuffing space and an inlet. The lower cloth is woven with the upper cloth. The lateral strengthened strips are respectively formed on two opposite sides of the sandbag and are integrally woven with where long sides of the upper cloth and the lower cloth are connected. The sandbag is produced as an integral element and has the lateral strengthened strips, so the structural strength of the sandbag is greatly enhanced and a lifespan of the sandbag is prolonged.
- Other objects, advantages and novel features of the invention will become more apparent from the following detailed description when taken in conjunction with the accompanying drawings.
-
-
Fig. 1 is a perspective view of a first embodiment of a sandbag in accordance with the present invention; -
Fig. 2 is a perspective view of a second embodiment of the sandbag in accordance with the present invention; -
Fig. 3 is an operational side view of multiple assembled sandbags inFig. 1 ; -
Fig. 4 is an enlarged cross sectional perspective view of a first embodiment of the assembled sandbags in accordance with the present invention combined by threads; -
Fig. 5 is an enlarged cross sectional perspective view of a second embodiment of the assembled sandbags in accordance with the present invention combined by adhesives; -
Fig. 6 is an enlarged cross sectional perspective view of a third embodiment of the assembled sandbags in accordance with the present invention combined by zippers; -
Fig. 7 is an enlarged cross sectional perspective view of a fourth embodiment of the assembled sandbags in accordance with the present invention combined by ropes; and -
Fig. 8 is an enlarged cross sectional perspective view of a fifth embodiment of the assembled sandbags in accordance with the present invention combined by connecting strips and ropes. - With reference to
Figs. 1 and3 , asandbag 10 in accordance with the present invention is made of synthetic fibers, such as PE(Polyethylene), PP(Polypropylene), PA(Polyamide) or PET(Polyethylenephthalate), and is an integral, woven, hollow and elongated element. Thesandbag 10 has anupper cloth 11, alower cloth 12, two lateral strengthenedstrips 13, two distal strengthenedstrips 14, astuffing space 15 and an inlet 16. - The
upper cloth 11 is rectangular and has two opposite long sides and two opposite short sides. Thelower cloth 12 is rectangular, is located below theupper cloth 11 and has two opposite long sides and two opposite short sides. The long sides of thelower cloth 12 are respectively and integrally woven with those of theupper cloth 11. The short sides of thelower cloth 12 are respectively and integrally woven with those of theupper cloth 11. - The lateral strengthened
strips 13 are respectively formed on two opposite sides of thesandbag 10, radially protrude from and are integrally woven with where the long sides of theupper cloth 11 and thelower cloth 12 are connected. Each later strengthenedstrip 13 extends along a line parallel to an axis of thesandbag 10. - The distal strengthened
strips 14 are respectively formed on two opposite sides of thesandbag 10, axially protrude from and are integrally woven with where the short sides of theupper cloth 11 and thelower cloth 12 are connected. Each distal strengthenedstrip 14 extends along a line perpendicular to the axis of thesandbag 10. - Widths of the lateral strengthened
strips 13 and the distal strengthenedstrips 14 can be widened or shortened based on different required structural strengths of thesandbag 10. - The
stuffing space 15 is formed between theupper cloth 11 and thelower cloth 12 to receive sands or stones. - The inlet 16 is tubular, is connected with the
upper cloth 11 and communicates with thestuffing space 15. Preferably, the inlet 16 is connected with theupper cloth 11 by stitches. A diameter, a length and a position of the inlet 16 can be adjusted dependent on a length of thesandbag 10 and construction requirement. - With reference to
Fig. 2 , a second embodiment of thesandbag 10A is substantially the same as the first embodiment. - During manufacture, two openings are respectively formed at the opposite two sides of the
sandbag 10A where the short sides of theupper cloth 11A and thelower cloth 12A are located. - After that, the
sandbag 10A is cut to a required length. The openings of thesandbag 10A are then sealed bystitches 17A, adhesives or heat fusion. Consequently, the length of thesandbag 10A can be adjusted during manufacture. - With reference to
Figs. 3 and4 ,multiple sandbags 10 in accordance with the present invention are piled to form an assembled construction that can be applied to a breakwater, a seawall, a submerged breakwater or a cofferdam for reclamation lands. - Because each
sandbag strips strips members 20 and a structural strength of the assembled construction is greatly enhanced. - With reference to
Fig. 4 , a first embodiment of the assembled construction comprisesmultiple sandbags 10B assembled by multiple combining members, preferablythreads 20B. Eachthread 20B is stitched with two adjacent lateral strengthenedstrips 13B to secure twoadjacent sandbags 10B. Moreover, thesandbags 10B can be assembled at factories in advance and then are conveyed to a construction site. - With reference to
Fig. 5 , a second embodiment of the assembled construction comprisesmultiple sandbags 10C assembled by multiple combining members, preferably adhesives 20C. - With reference to
Fig. 6 , a third embodiment of the assembled construction comprisesmultiple sandbags 10D assembled by multiple combining members, preferablyzippers 20D. With thezippers 20D, the assembling of the strengthenedstrips 13D is very easy in the construction site. - With reference to
Fig. 7 , a fourth embodiment of the assembled construction comprisesmultiple sandbags 10E assembled by multiple combining members, preferably ropes 20E. Each lateral strengthenedstrip 13E has multiple throughholes 132E formed through the lateral strengthenedstrip 13E and eachrope 20E is mounted through the throughholes 132E of twoadjacent sandbags 10E. - With reference to
Fig. 8 , a fifth embodiment of the assembled construction comprisesmultiple sandbags 10F assembled by multiple combining members, preferablyropes 20F. Each sandbag 1 0F has two connectingstrips 18F respectively stitched with the lateral strengthened strips 13F. Each connectingstrip 18F has multiple throughholes 181F formed through the connectingstrip 18F and eachrope 20F is mounted through the throughholes 181F of two connectingstrips 18F. - From the above description, it is noted that the present invention has the following advantages:
- 1. Enhanced structural strength:
- The
sandbag sandbag sandbag
- The
- 2. Excellent stability of the assembled construction:
- Because each
sandbag members 20, such as thethreads 20B, theadhesives 20C, thezippers 20D, theropes
- Because each
- Even though numerous characteristics and advantages of the present invention have been set forth in the foregoing description, together with details of the structure and function of the invention, the disclosure is illustrative only, and changes may be made in detail, especially in matters of shape, size, and arrangement of parts within the principles of the invention to the full extent indicated by the broad general meaning of the terms in which the appended claims are expressed.
Claims (8)
- A sandbag (10, 10A, 10B, 10C, 10D, 10E, 10F) made of synthetic fibers, being an integral, woven, hollow and elongated element and comprising:an upper cloth (11) having two opposite long sides and two opposite short sides;a lower cloth (12) located below the upper cloth (11) and having two opposite long sides; andtwo opposite short sides respectively connected with those of the upper cloth (11);two lateral strengthened strips (13, 13A, 13B, 13D, 13E, 13F) respectively formed on two opposite sides of the sandbag (10, 10A, 10B, 10C, 10D, 10E, 10F);a stuffing space (15) formed between the upper cloth (11) and the lower cloth (12); andan inlet (16) connected with the upper cloth (11) and communicating with the stuffing space (15), characterized in that:the long sides of the lower cloth (12) are respectively and integrally woven with those of the upper cloth (11); andthe lateral strengthened strips (13, 13A, 13B, 13D, 13E, 13F) radially protrude from and are integrally woven with where the long sides of the upper cloth (11) and the lower cloth (12) are connected.
- The sandbag as claimed in claim 1, wherein
the opposite short sides of the lower cloth (12) are respectively and integrally woven with those of the upper cloth (11); and
the sandbag (10) further has two distal strengthened strips (14) respectively formed on two opposite sides of the sandbag (10), axially protruding from and integrally woven with where the short sides of the upper cloth (11) and the lower cloth (12) are connected. - The sandbag as claimed in claim 2, wherein
the inlet (16) is connected with the upper cloth (11) by stitches. - The sandbag as claimed in claim 1, wherein
the short sides of the upper cloth (11) and the lower cloth (12) are connected by stitches (17A). - The sandbag as claimed in claim 4, wherein
the inlet (16) is connected with the upper cloth (11) by stitches. - The sandbag as claimed in any one of claims 1 to 5, wherein
two zippers (20D) are respectively connected with the lateral strengthened strips (13D). - The sandbag as claimed in any one of claims 1 to 5, wherein
each lateral strengthened strip (13E) has multiple through holes (132E) formed through the lateral strengthened strip (13E). - The sandbag as claimed in any one of claims 1 to 5, wherein
two connecting strips (18F) are respectively stitched with the lateral strengthened strips (13F) by stitches and each connecting strip (18F) has multiple through holes (181F) formed through the connecting strip (18F).
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW099128220A TW201209247A (en) | 2010-08-24 | 2010-08-24 | Geotextile tube with radial reinforcement |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2423387A1 EP2423387A1 (en) | 2012-02-29 |
EP2423387B1 true EP2423387B1 (en) | 2013-05-22 |
Family
ID=45375482
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP11178234.8A Not-in-force EP2423387B1 (en) | 2010-08-24 | 2011-08-22 | Sandbag |
Country Status (9)
Country | Link |
---|---|
US (1) | US20120051673A1 (en) |
EP (1) | EP2423387B1 (en) |
KR (1) | KR200469193Y1 (en) |
AU (1) | AU2011213843B2 (en) |
DK (1) | DK2423387T3 (en) |
ES (1) | ES2412107T3 (en) |
MX (1) | MX2011008881A (en) |
MY (1) | MY159070A (en) |
TW (1) | TW201209247A (en) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
USD684731S1 (en) * | 2011-09-28 | 2013-06-18 | Hay Pillow, Inc. | Horse feeder |
USD684732S1 (en) * | 2011-09-28 | 2013-06-18 | Hay Pillow, Inc. | Horse feeder |
CN103696399B (en) * | 2013-12-12 | 2015-09-30 | 天津港建设公司 | Shallow water enclosed area sand filling bag framework arranges method |
USD791413S1 (en) * | 2014-05-28 | 2017-07-04 | Hay Pillow, Inc. | Horse feeder |
USD783110S1 (en) * | 2015-10-01 | 2017-04-04 | Sandbag Store, LLC | Shooter's sandbag |
EP3205245A1 (en) * | 2016-02-12 | 2017-08-16 | Qbo Coffee GmbH | Beverage preparation system |
CN108005026A (en) * | 2017-11-21 | 2018-05-08 | 中交上海航道局有限公司 | The bagged sand anchoring bag and its construction method in a kind of point of storehouse |
US20210340046A1 (en) * | 2020-04-29 | 2021-11-04 | Canadian National Railway Company | Device for dewatering and method of making same |
Family Cites Families (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU525380B2 (en) * | 1978-02-28 | 1982-11-04 | Gregory Brunton Ronald | Backpack |
US4940364A (en) * | 1988-10-14 | 1990-07-10 | Dlugosz Leonard T | Concrete construction units and multi-ply concrete composites made therefrom |
JPH0731528Y2 (en) * | 1990-02-08 | 1995-07-19 | 株式会社東芝 | Multiple cylindrical winding |
US5452968A (en) * | 1993-04-01 | 1995-09-26 | Dlugosz; Leonard T. | Cement-containing construction ropes and applications therefor |
US5645373A (en) * | 1995-07-11 | 1997-07-08 | Maca/Orsi, L.L.C. | Flood control barrier system and method |
US5902070A (en) * | 1997-06-06 | 1999-05-11 | Bradley Industrial Textiles, Inc. | Geotextile container and method of producing same |
CA2229525C (en) * | 1998-02-13 | 2008-10-14 | Gerald M. Clement | Liquid containment/diversion dike |
TW517129B (en) | 1998-07-07 | 2003-01-11 | Jung-Yung Ke | A bank construction method |
JP3702871B2 (en) | 2002-08-23 | 2005-10-05 | 株式会社エフイ石灰技術研究所 | Sandbag, sandbag installation method and banking method using the sandbag |
JP2005068832A (en) | 2003-08-25 | 2005-03-17 | Yoshito Omori | Sediment outflow preventive sandbag |
US7762742B1 (en) * | 2006-03-03 | 2010-07-27 | Smith Clarence E | Residential flood control unit |
US7891914B2 (en) * | 2007-11-15 | 2011-02-22 | Flint Industries, Inc. | Geotextile tube |
KR20100034604A (en) * | 2008-09-24 | 2010-04-01 | 김광호 | A support gunny bag and laminating method for soil-pressure control |
-
2010
- 2010-08-24 TW TW099128220A patent/TW201209247A/en not_active IP Right Cessation
-
2011
- 2011-08-17 US US13/211,377 patent/US20120051673A1/en not_active Abandoned
- 2011-08-22 MY MYPI2011003922A patent/MY159070A/en unknown
- 2011-08-22 DK DK11178234.8T patent/DK2423387T3/en active
- 2011-08-22 ES ES11178234T patent/ES2412107T3/en active Active
- 2011-08-22 EP EP11178234.8A patent/EP2423387B1/en not_active Not-in-force
- 2011-08-23 KR KR2020110007619U patent/KR200469193Y1/en not_active IP Right Cessation
- 2011-08-23 MX MX2011008881A patent/MX2011008881A/en active IP Right Grant
- 2011-08-23 AU AU2011213843A patent/AU2011213843B2/en not_active Ceased
Also Published As
Publication number | Publication date |
---|---|
KR200469193Y1 (en) | 2013-09-26 |
MY159070A (en) | 2016-12-15 |
EP2423387A1 (en) | 2012-02-29 |
MX2011008881A (en) | 2012-02-23 |
TWI437154B (en) | 2014-05-11 |
ES2412107T3 (en) | 2013-07-10 |
AU2011213843A1 (en) | 2012-03-15 |
AU2011213843B2 (en) | 2013-05-16 |
US20120051673A1 (en) | 2012-03-01 |
KR20120001542U (en) | 2012-03-06 |
TW201209247A (en) | 2012-03-01 |
DK2423387T3 (en) | 2013-07-29 |
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Legal Events
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