AU2011213843A1 - Sandbag - Google Patents

Sandbag Download PDF

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Publication number
AU2011213843A1
AU2011213843A1 AU2011213843A AU2011213843A AU2011213843A1 AU 2011213843 A1 AU2011213843 A1 AU 2011213843A1 AU 2011213843 A AU2011213843 A AU 2011213843A AU 2011213843 A AU2011213843 A AU 2011213843A AU 2011213843 A1 AU2011213843 A1 AU 2011213843A1
Authority
AU
Australia
Prior art keywords
sandbag
cloth
upper cloth
lateral
strengthened
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.)
Granted
Application number
AU2011213843A
Other versions
AU2011213843B2 (en
Inventor
Chin-Feng Wang
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.)
GOLD-JOINT INDUSTRY Co Ltd
Original Assignee
Gold Joint Ind Co Ltd
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 Gold Joint Ind Co Ltd filed Critical Gold Joint Ind Co Ltd
Publication of AU2011213843A1 publication Critical patent/AU2011213843A1/en
Application granted granted Critical
Publication of AU2011213843B2 publication Critical patent/AU2011213843B2/en
Ceased legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • 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
    • 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
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines

Abstract

A sandbag (10,1OA,IOB,IOC,IOD,IOE,OF) is made of synthetic fibers, is an integral, woven, hollow and elongated element and has an upper cloth (11,11 A), a lower cloth (12,12A), two lateral strengthened strips (13,13A,13B,13D,13E,13F), a stuffing space (15) and an inlet (16). 5 The lower cloth (12,12A) is woven with the upper cloth (11, 11 A). The lateral strengthened strips (13,13A,13B,13D,13E, 13F) are respectively formed on two opposite sides of the sandbag (10,1OA,IOB,10C,IOD,IOE,10F) and are integrally woven with where long sides of the upper cloth (11,11 A) and the lower cloth (12,12A) are connected. The sandbag (10,1OA,1OB,IOC,IOD,IOE,OF) is produced as an integral element and has the lateral 10 strengthened strips (13,13A,1 3B,1 3D, 13E,13F), so the structural strength of the sandbag (10,1OA,IOB,IOC,IOD,IOE,IOF) is greatly enhanced and a lifespan of the sandbag (10,1 OA, OB, OC, OD, I OE, OF) is prolonged. Oinj C) LO mom Ago. *'~~* *N '.g won**4 -i. I) Ag Inpu e:cr,

Description

Regulation 3.2 AUSTRALIA PATENTS ACT 1990 COMPLETE SPECIFICATION FOR A STANDARD PATENT ORIGINAL Name of Applicant: Gold-Joint Industry Co., Ltd. Actual Inventor: Chin-Feng Wang Address for Service: C/- MADDERNS, GPO Box 2752, Adelaide, South Australia, Australia Invention title: SANDBAG The following statement is a full description of this invention, including the best method of performing it known to us.
SANDBAG Field of the Invention The present invention relates to a sandbag, and more particularly to a sandbag having lateral strengthened strips to enhance structural strength of the sandbag. 5 Description of Related Art 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. 10 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 15 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 20 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 25 or stones, the sandbag swells and has an elliptic cross section. Consequently, the sandbag is 2 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. To overcome the shortcomings, the present invention tends to provide a sandbag to 5 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 10 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. 15 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. IN THE DRAWINGS: Fig. I is a perspective view of a first embodiment of a sandbag in accordance with the 20 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 in Fig. 1; Fig. 4 is an enlarged cross sectional perspective view of a first embodiment of the 25 assembled sandbags in accordance with the present invention combined by threads; 3 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; 5 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. 10 With reference to Figs. I and 3, 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. 15 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 I1 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. 20 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 I I 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 25 sandbag 10, axially protrude from and are integrally woven with where the short sides of the 4 upper cloth II 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. 5 The stuffing space 15 is formed between the upper cloth I I and the lower cloth 12 to receive sands or stones. The inlet 16 is tubular, is connected with the upper cloth I I and communicates with the stuffing space 15. Preferably, 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 10 sandbag 10 and construction requirement. With reference to Fig. 2, a second embodiment of the sandbag I0A is substantially the same as the first embodiment. During manufacture, two openings are respectively formed at the opposite two sides of the sandbag I OA where the short sides of the upper cloth 1I A and the lower cloth 12A are 15 located. After that, the sandbag 10A is cut to a required length. The openings of the sandbag 1OA are then sealed by stitches 17A, adhesives or heat fusion. Consequently, the length of the sandbag 1 OA can be adjusted during manufacture. With reference to Figs. 3 and 4, multiple sandbags 10 in accordance with the present 20 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 10,1OA 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. 25 With reference to Fig. 4, a first embodiment of the assembled construction comprises 5 multiple sandbags I OB 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 I OB. Moreover, the sandbags I OB can be assembled at factories in advance and then are conveyed to a construction site. 5 With reference to Fig. 5, a second embodiment of the assembled construction comprises multiple sandbags I OC assembled by multiple combining members, preferably adhesives 20C. With reference to Fig. 6, a third embodiment of the assembled construction comprises multiple sandbags I OD assembled by multiple combining members, preferably zippers 20D. 10 With the zippers 20D, the assembling of the strengthened strips 13D is very easy in the construction site. With reference to Fig. 7, a fourth embodiment of the assembled construction comprises multiple sandbags IOE assembled by multiple combining members, preferably ropes 20E. Each lateral strengthened strip 13E has multiple through holes 132E formed through the 15 lateral strengthened strip 13E and each rope 20E is mounted through the through holes 132E of two adjacent sandbags I OE. With reference to Fig. 8, a fifth embodiment of the assembled construction comprises multiple sandbags I OF assembled by multiple combining members, preferably ropes 20F. Each sandbag I OF has two connecting strips 18F respectively stitched with the lateral strengthened 20 strips 13F. Each connecting strip 18F has multiple through holes 181 F formed through the connecting strip 18F and each rope 20F is mounted through the through holes 181F of two connecting strips I 8F. From the above description, it is noted that the present invention has the following advantages: 25 1. Enhanced structural strength: 6 The sandbag 10,OA,IOB,IOC,IOD,OE,IOF is produced as an integral element and has the lateral strengthened strips 13,13A,13B,I3D,13E,13F, so the structural strength of the sandbag 10,1OA,IOB,IOC,IOD,IOE,OF is greatly enhanced and a lifespan of the sandbag 10,1 OA, I OB, OC,1 OD,1 0E,1 OF is prolonged. 5 2. Excellent stability of the assembled construction: Because each sandbag 10,1OA,IOB,IOC,I OD,IOE,OF has two lateral strengthened strips 13,13A,13B,13D, 13E, 1 3F, two adjacent lateral strengthened strips 13,13A,13B,13D,13E,13F can be connected with each other by various combining members 20, such as the threads 20B, the adhesives 20C, the zippers 20D, the ropes 20E,20F and by heat 10 fusion. Consequently, a structural strength of the assembled construction is greatly increased. 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 15 full extent indicated by the broad general meaning of the terms in which the appended claims are expressed. 7

Claims (8)

1. A sandbag made of synthetic fibers, being an integral, woven, hollow and elongated element and comprising: an upper cloth having two opposite long sides and two opposite short sides; 5 a lower cloth located below the upper cloth and having two opposite long sides respectively and integrally woven with those of the upper cloth; and two opposite short sides respectively connected with those of the upper cloth; two lateral strengthened strips respectively formed on two opposite sides of the 10 sandbag, radially protruding from and integrally woven with where the long sides of the upper cloth and the lower cloth are connected; a stuffing space formed between the upper cloth and the lower cloth; and an inlet connected with the upper cloth and communicating with the stuffing space.
2. The sandbag as claimed in claim 1, wherein 15 the opposite short sides of the lower cloth are respectively and integrally woven with those of the upper cloth; and the sandbag further has two distal strengthened strips respectively formed on two opposite sides of the sandbag, axially protruding from and integrally woven with where the short sides of the upper cloth and the lower cloth are connected. 20
3. The sandbag as claimed in claim 2, wherein the inlet is connected with the upper cloth by stitches.
4. The sandbag as claimed in claim 1, wherein the short sides of the upper cloth and the lower cloth are connected by stitches.
5. The sandbag as claimed in claim 4, wherein 25 the inlet is connected with the upper cloth by stitches. 8
6. The sandbag as claimed in any one of claims I to 5, wherein two zippers are respectively connected with the lateral strengthened strips.
7. The sandbag as claimed in any one of claims 1 to 5, wherein each lateral strengthened strip has multiple through holes formed through the lateral 5 strengthened strip.
8. The sandbag as claimed in any one of claims I to 5, wherein two connecting strips are respectively stitched with the lateral strengthened strips by stitches and each connecting strip has multiple through holes formed through the connecting strip. 9
AU2011213843A 2010-08-24 2011-08-23 Sandbag Ceased AU2011213843B2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
TW099128220 2010-08-24
TW099128220A TW201209247A (en) 2010-08-24 2010-08-24 Geotextile tube with radial reinforcement

Publications (2)

Publication Number Publication Date
AU2011213843A1 true AU2011213843A1 (en) 2012-03-15
AU2011213843B2 AU2011213843B2 (en) 2013-05-16

Family

ID=45375482

Family Applications (1)

Application Number Title Priority Date Filing Date
AU2011213843A Ceased AU2011213843B2 (en) 2010-08-24 2011-08-23 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)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD684732S1 (en) * 2011-09-28 2013-06-18 Hay Pillow, Inc. Horse feeder
USD684731S1 (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
CA3116876C (en) * 2020-04-29 2023-01-03 Canadian National Railway Company Device for dewatering and method of making same

Family Cites Families (13)

* Cited by examiner, † Cited by third party
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

Also Published As

Publication number Publication date
DK2423387T3 (en) 2013-07-29
ES2412107T3 (en) 2013-07-10
KR20120001542U (en) 2012-03-06
US20120051673A1 (en) 2012-03-01
EP2423387A1 (en) 2012-02-29
TW201209247A (en) 2012-03-01
MX2011008881A (en) 2012-02-23
EP2423387B1 (en) 2013-05-22
TWI437154B (en) 2014-05-11
MY159070A (en) 2016-12-15
AU2011213843B2 (en) 2013-05-16
KR200469193Y1 (en) 2013-09-26

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FGA Letters patent sealed or granted (standard patent)
MK14 Patent ceased section 143(a) (annual fees not paid) or expired