US20080092461A1 - Sandbag Wall System With Sandbags Having A Waist Portion - Google Patents
Sandbag Wall System With Sandbags Having A Waist Portion Download PDFInfo
- Publication number
- US20080092461A1 US20080092461A1 US11/815,860 US81586006A US2008092461A1 US 20080092461 A1 US20080092461 A1 US 20080092461A1 US 81586006 A US81586006 A US 81586006A US 2008092461 A1 US2008092461 A1 US 2008092461A1
- Authority
- US
- United States
- Prior art keywords
- sandbags
- sandbag
- bag
- wall
- extending
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0291—Retaining or protecting walls characterised by constructional features made up of filled, bag-like elements
-
- 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
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0233—Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0241—Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements
Definitions
- the invention pertains to sandbag wall systems for use in erosion control, flood protection, coastal protection, slope stabilization and similar applications,
- interconnecting plates attach the sandbags in adjacent courses to each other so as to stabilize and strengthen the sandbag wall structure, permitting the construction of permanent (and temporary) retaining wall structures and ones that may be higher and steeper than conventional sandbag retaining walls.
- the interconnecting members are plates having projections on both sides that protrude into horizontally and vertically adjacent sandbags.
- Canadian patent application No. 2,426,836 (Kim) published Oct. 25, 2004 discloses a retaining wall structure which uses interconnecting members as described in WO 00/61880, in which sandbags are also placed in a position extending from the wall face into the backfill behind the wall at spaced-apart positions along selected courses, in order to stabilize the wall face and the backfill.
- the present invention is directed to a form of sandbag which is particularly useful in the construction of such walls.
- the invention provides a sandbag having a waist portion.
- the waist has a smaller cross-sectional area than the remainder of the bag, forming a bag shape that has greater resistance to movement when embedded in the backfill material supported by a sandbag wall, thus serving a soil and anchoring function in relation to the wall and backfill.
- the sandbags with a waist portion are positioned so as to extend from the wall face into the backfill, thus stabilizing the wall and the backfill.
- the invention permits the construction of sandbag walls that are near vertical as well as sloped.
- fill material means any material that is suitable for use in bags in the construction of walls, including sand, soil, gravel, dry mix concrete (which hardens after wetting and curing) and mixtures thereof, including fill material with seeds for vegetation.
- sandbag as used in this specification means a bag containing any “fill material.” For further clarity, the term is not limited to a bag in which the fill material is sand.
- wall as used herein in relation to structures made of sandbags includes any array of sandbags that is suitable for the purpose of erosion control (for example along shorelines, riverbanks, etc.), flood control, retaining or stabilizing slopes or embankments, noise barriers, landscaping, and for similar applications.
- FIG. 1 is a perspective view of a sandbag having a waist according to one embodiment of the invention
- FIG. 2 is a perspective view of a sandbag having two waists
- FIG. 3 is a cross-sectional side view of a retaining wall structure according to a further embodiment of the invention.
- FIG. 4 is a cross-sectional plan view of the wall of FIG. 3 .
- sandbag 300 has a bag wall 302 , a closed bottom 304 and a top edge 306 which is closed with a tie 308 , holding fill material in the bag.
- the bag has waist 310 .
- the “waist” of a bag means a portion of the bag that has a smaller cross-sectional area in a plane perpendicular to a longitudinal axis of the bag (i.e an axis of running between the top and bottom of the bag) than a cross-sectional area of the bag in parallel planes that are between the waist and the bottom of the bag and between the waist and the top edge of the bag (apart from such planes through another waist, in the case of a bag having two or more waists).
- the waist 310 is maintained by a tie 312 surrounding it. The waist 310 effectively divides the sandbag 300 into two sections 314 , 316 .
- FIG. 2 shows an embodiment of the sandbag having two waists.
- Bag 301 has an upper waist 309 encircled by tie 313 and lower waist 311 encircled by tie 315 .
- a retaining wall structure 320 is constructed on ground 322 and comprises a plurality of courses 324 of conventional sandbags 316 , forming a wall face 318 .
- Backfill 326 is compacted behind and supported by sandbags 316 .
- sandbags 300 are placed in the courses 324 so as to extend from the wall face into the backfill 326 .
- such extending sandbags 300 may be positioned, for example, between every second and third conventional sandbags, or at such other spacing as is appropriate for effective stabilization of the wall face in a particular application.
- the extending sandbags 300 may be positioned at selected levels during the construction of a wall, for example at every third course, or as required for a particular application. It will be understood that extending sandbags 300 can be of any desired and practical length, to extend into the backfill as far as required for a given application. Sandbags 300 may accordingly be longer and smaller in cross-section than conventional sandbags 316 , if desired.
- Interconnecting members 328 are used in the construction of the retaining wall 320 .
- the interconnecting members are of the types described in WO 00/61880.
- the interconnecting members 328 are placed over horizontally-adjacent sandbags in a course to attach them together and, at the same time, to attach vertically adjacent courses together.
- the extending sandbags 300 anchor the face of the wall to the backfill supported by the wall. This anchoring effect of the extending sandbags 300 is enhanced by the bag waist 310 .
- Backfill 326 surrounds the bag 300 and the shoulders 330 of the bottom section 316 of the sandbag press against the surrounding fill and resist movement of the bag 300 in the direction of the wall face.
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Revetment (AREA)
Abstract
The invention provides a sandbag having a waist portion. The waist has a smaller cross-sectional area than the remainder of the bag, forming a bag shape that has greater resistance to movement when embedded in the backfill material supported by a sandbag wall. In use, the sandbags with a waist portion are positioned so as to extend from the wall face into the backfill, thus stabilizing the wall.
Description
- The invention pertains to sandbag wall systems for use in erosion control, flood protection, coastal protection, slope stabilization and similar applications,
- In the art of erosion control, flood protection, coastal protection, slope stabilization and the like, it is known to build stable and effective walls of sandbags, preferably using interconnecting plates to connect the bags together and stabilize the wall. See, for example, international patent publication WO 00/61880 (Kim), dated Oct. 19, 2000. The interconnecting members attach the sandbags in adjacent courses to each other so as to stabilize and strengthen the sandbag wall structure, permitting the construction of permanent (and temporary) retaining wall structures and ones that may be higher and steeper than conventional sandbag retaining walls. The interconnecting members are plates having projections on both sides that protrude into horizontally and vertically adjacent sandbags.
- Canadian patent application No. 2,426,836 (Kim) published Oct. 25, 2004 discloses a retaining wall structure which uses interconnecting members as described in WO 00/61880, in which sandbags are also placed in a position extending from the wall face into the backfill behind the wall at spaced-apart positions along selected courses, in order to stabilize the wall face and the backfill. The present invention is directed to a form of sandbag which is particularly useful in the construction of such walls.
- The invention provides a sandbag having a waist portion. The waist has a smaller cross-sectional area than the remainder of the bag, forming a bag shape that has greater resistance to movement when embedded in the backfill material supported by a sandbag wall, thus serving a soil and anchoring function in relation to the wall and backfill. In use, the sandbags with a waist portion are positioned so as to extend from the wall face into the backfill, thus stabilizing the wall and the backfill. The invention permits the construction of sandbag walls that are near vertical as well as sloped.
- In this specification, “fill material” means any material that is suitable for use in bags in the construction of walls, including sand, soil, gravel, dry mix concrete (which hardens after wetting and curing) and mixtures thereof, including fill material with seeds for vegetation. The term “sandbag” as used in this specification means a bag containing any “fill material.” For further clarity, the term is not limited to a bag in which the fill material is sand. The term “wall” as used herein in relation to structures made of sandbags includes any array of sandbags that is suitable for the purpose of erosion control (for example along shorelines, riverbanks, etc.), flood control, retaining or stabilizing slopes or embankments, noise barriers, landscaping, and for similar applications.
-
FIG. 1 is a perspective view of a sandbag having a waist according to one embodiment of the invention; -
FIG. 2 is a perspective view of a sandbag having two waists; -
FIG. 3 is a cross-sectional side view of a retaining wall structure according to a further embodiment of the invention; and -
FIG. 4 is a cross-sectional plan view of the wall ofFIG. 3 . - Referring to
FIG. 1 ,sandbag 300 has abag wall 302, a closedbottom 304 and atop edge 306 which is closed with atie 308, holding fill material in the bag. The bag has waist 310. - The “waist” of a bag, as that term is used herein, means a portion of the bag that has a smaller cross-sectional area in a plane perpendicular to a longitudinal axis of the bag (i.e an axis of running between the top and bottom of the bag) than a cross-sectional area of the bag in parallel planes that are between the waist and the bottom of the bag and between the waist and the top edge of the bag (apart from such planes through another waist, in the case of a bag having two or more waists). The
waist 310 is maintained by atie 312 surrounding it. Thewaist 310 effectively divides thesandbag 300 into twosections - In other embodiments of the sandbag, there can be multiple waists, for example two, three or more. Such additional waists enhance the resistance to movement of the sandbag and therefore its soil anchoring effect. By way of illustration,
FIG. 2 shows an embodiment of the sandbag having two waists.Bag 301 has anupper waist 309 encircled bytie 313 andlower waist 311 encircled bytie 315. - Referring to
FIGS. 3 and 4 , aretaining wall structure 320 according to the invention is constructed onground 322 and comprises a plurality ofcourses 324 ofconventional sandbags 316, forming awall face 318. Backfill 326 is compacted behind and supported bysandbags 316. - At selected, longitudinally-spaced positions along selected, vertically-spaced courses,
sandbags 300 are placed in thecourses 324 so as to extend from the wall face into thebackfill 326. Within a given course, such extendingsandbags 300 may be positioned, for example, between every second and third conventional sandbags, or at such other spacing as is appropriate for effective stabilization of the wall face in a particular application. Likewise, the extendingsandbags 300 may be positioned at selected levels during the construction of a wall, for example at every third course, or as required for a particular application. It will be understood that extendingsandbags 300 can be of any desired and practical length, to extend into the backfill as far as required for a given application.Sandbags 300 may accordingly be longer and smaller in cross-section thanconventional sandbags 316, if desired. - Interconnecting
members 328 are used in the construction of theretaining wall 320. Preferably, the interconnecting members are of the types described in WO 00/61880. The interconnectingmembers 328 are placed over horizontally-adjacent sandbags in a course to attach them together and, at the same time, to attach vertically adjacent courses together. - It will apparent that the extending
sandbags 300, because they extend into thebackfill 326, anchor the face of the wall to the backfill supported by the wall. This anchoring effect of the extendingsandbags 300 is enhanced by thebag waist 310.Backfill 326 surrounds thebag 300 and theshoulders 330 of thebottom section 316 of the sandbag press against the surrounding fill and resist movement of thebag 300 in the direction of the wall face. - As will be apparent to those skilled in the art in the light of the foregoing disclosure, many alterations and modifications are possible in the practice of this invention without departing from the scope thereof. Accordingly, the scope of the invention is to be construed in accordance with the substance defined by the following claims.
Claims (5)
1. A sandbag comprising a bag having a wall, a closed bottom and a closed top, said bag containing a fill material, said bag having a waist.
2. A sandbag according to claim 1 wherein said bag has at least two waists.
3. A retaining wall structure comprising:
(a) a plurality of courses of sandbags forming a wall face supporting a mass of backfill, each of said courses comprising a plurality of sandbags;
(b) interconnecting members positioned between adjacent courses to connect sandbags of each course to said sandbags of each adjacent course;
(c) at least one sandbag extending from said wall face into said backfill, said extending sandbag having a waist; and
(d) said extending sandbag being attached by means of an interconnecting member to one or more of said sandbags forming said wall face.
4. A retaining wall structure according to claim 3 wherein there is a plurality of said extending sandbags, spaced apart from each other and extending from said wall face into said backfill, said extending sandbags each being attached by means of said interconnecting members to one or more of said sandbags forming said wall face.
5. A retaining wall structure according to claim 3 wherein said extending sandbag has two or more waists.
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA2,496,115 | 2005-02-08 | ||
CA002496115A CA2496115A1 (en) | 2005-02-08 | 2005-02-08 | Sandbag wall system with sandbags having a waist portion |
PCT/CA2006/000173 WO2006084356A1 (en) | 2005-02-08 | 2006-02-08 | Sandbag wall system with sandbags having a waist portion |
CAPCT/CA2006/000173 | 2006-02-08 |
Publications (1)
Publication Number | Publication Date |
---|---|
US20080092461A1 true US20080092461A1 (en) | 2008-04-24 |
Family
ID=36791455
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US11/815,860 Abandoned US20080092461A1 (en) | 2005-02-08 | 2006-02-08 | Sandbag Wall System With Sandbags Having A Waist Portion |
Country Status (4)
Country | Link |
---|---|
US (1) | US20080092461A1 (en) |
CA (1) | CA2496115A1 (en) |
TW (1) | TW200630521A (en) |
WO (1) | WO2006084356A1 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8448279B2 (en) * | 2010-11-17 | 2013-05-28 | Terrace W. COOK | Ecologically-sound waterway culvert restoration |
US9175453B2 (en) | 2010-07-30 | 2015-11-03 | Alfreds & Alfreds, Inc. | Retaining wall systems and methods of constructing same |
JP2016194216A (en) * | 2015-04-01 | 2016-11-17 | ナカダ産業株式会社 | Bag for civil engineering work, setting method of bag for civil engineering work and method of adjusting outer shape of bag for civil engineering work |
USD783110S1 (en) * | 2015-10-01 | 2017-04-04 | Sandbag Store, LLC | Shooter's sandbag |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2997106B1 (en) * | 2012-10-23 | 2014-11-21 | Mdb Texinov | GEOTEXTILE STRUCTURE, IN PARTICULAR FOR THE REINFORCEMENT AND STABILIZATION OF SOIL AND FARMS |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4449847A (en) * | 1982-09-27 | 1984-05-22 | Nicolon Corporation | Revetment panel |
US5934027A (en) * | 1998-02-19 | 1999-08-10 | Khalili; Ebrahim Nader | Earthquake resistant building structure employing sandbags |
US20020164210A1 (en) * | 2001-05-04 | 2002-11-07 | Davis Richard C. | Barrier device and method for building barrier wall |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5955909A (en) * | 1982-09-21 | 1984-03-31 | Tetsuro Makino | Continuous sand bag and its manufacture |
JP3429422B2 (en) * | 1997-01-31 | 2003-07-22 | 東急建設株式会社 | Flexible seawall and greening method |
JP3643568B2 (en) * | 2002-05-10 | 2005-04-27 | 東急建設株式会社 | Flexible vegetation floating body and greening construction method |
JP3787781B2 (en) * | 2002-12-20 | 2006-06-21 | 前田工繊株式会社 | Bag body for root hardening method and manufacturing method thereof |
CA2426836A1 (en) * | 2003-04-25 | 2004-10-25 | Hun S. Kim | Retaining wall made of sandbags |
JP2006527315A (en) * | 2003-07-11 | 2006-11-30 | スレーター、スティーブ、エイ. | Engagement barrier bag with compartments |
-
2005
- 2005-02-08 CA CA002496115A patent/CA2496115A1/en not_active Abandoned
-
2006
- 2006-02-07 TW TW095104046A patent/TW200630521A/en unknown
- 2006-02-08 WO PCT/CA2006/000173 patent/WO2006084356A1/en not_active Application Discontinuation
- 2006-02-08 US US11/815,860 patent/US20080092461A1/en not_active Abandoned
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4449847A (en) * | 1982-09-27 | 1984-05-22 | Nicolon Corporation | Revetment panel |
US5934027A (en) * | 1998-02-19 | 1999-08-10 | Khalili; Ebrahim Nader | Earthquake resistant building structure employing sandbags |
US20020164210A1 (en) * | 2001-05-04 | 2002-11-07 | Davis Richard C. | Barrier device and method for building barrier wall |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9175453B2 (en) | 2010-07-30 | 2015-11-03 | Alfreds & Alfreds, Inc. | Retaining wall systems and methods of constructing same |
US8448279B2 (en) * | 2010-11-17 | 2013-05-28 | Terrace W. COOK | Ecologically-sound waterway culvert restoration |
JP2016194216A (en) * | 2015-04-01 | 2016-11-17 | ナカダ産業株式会社 | Bag for civil engineering work, setting method of bag for civil engineering work and method of adjusting outer shape of bag for civil engineering work |
USD783110S1 (en) * | 2015-10-01 | 2017-04-04 | Sandbag Store, LLC | Shooter's sandbag |
Also Published As
Publication number | Publication date |
---|---|
TW200630521A (en) | 2006-09-01 |
CA2496115A1 (en) | 2006-08-08 |
WO2006084356A1 (en) | 2006-08-17 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
AS | Assignment |
Owner name: DELTALOK INTERNATIONAL INC., SINGAPORE Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:KIM, HUN S.;REEL/FRAME:019716/0682 Effective date: 20050204 Owner name: DELTALOK INC., CANADA Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:KIM, HUN S.;REEL/FRAME:019716/0682 Effective date: 20050204 |
|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |