CN101563507A - Retaining wall systems with sandbag attachment members - Google Patents
Retaining wall systems with sandbag attachment members Download PDFInfo
- Publication number
- CN101563507A CN101563507A CNA200780047280XA CN200780047280A CN101563507A CN 101563507 A CN101563507 A CN 101563507A CN A200780047280X A CNA200780047280X A CN A200780047280XA CN 200780047280 A CN200780047280 A CN 200780047280A CN 101563507 A CN101563507 A CN 101563507A
- Authority
- CN
- China
- Prior art keywords
- sandbag
- interconnecting component
- retaining wall
- lower floor
- interconnecting
- 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.)
- Pending
Links
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
- 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Structural Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Revetment (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
A sandbag retaining wall has interconnecting members for attaching sandbags in adjacent courses together. The sandbag interconnecting member has a generally planar body having at least three projections on its upper side and its lower side which can protrude into the sandbags. The sandbag interconnecting member is sized such that two sandbag interconnecting members can fit in spaced-apart positions on the upper or lower side of a sandbag. In another embodiment, the sandbag interconnecting member is a strip of material having an upper side and a lower side, both of which can form a detachable bond to a sandbag. The surfaces of the interconnecting member, and the sandbag wall, or a portion thereof, comprise mating parts of a hook-and-loop fastener (velcro) or similar attachment means.
Description
Technical field
The present invention relates to retaining wall that constitutes by sandbag and the sandbag attachment interconnecting component together that is used for this wall.
Background technology
Retaining wall is widely used in civil engineering and beautification of landscape application, for example, is used for supporting the slope of highway and dykes and dams, support noise barrier and prevention along the erosion in gutter etc.Retaining wall is built as having the supporting surface structure that the stone by interconnection constitutes usually, soil or other packing material compactings are placed on wall after, at differing heights the multilayer geo-grid is placed in the filler sometimes, it extended back from wall and be attached on the wall.
No. 00/61880 (Kim) international patent publication of WO that on October 19th, 2000 published discloses a kind of system that utilizes sandbag to construct retaining wall, this system uses interconnecting component to make the sandbag of adjacent layer attached mutually with structure firm and the reinforcement wall of sandbags, thereby can build permanent retaining wall.In the application that can use retaining wall, sandbag breast wall is compared with prior art systems has some advantages, comprising: low-cost, build simple and easy, can utilize the seed vegetation-building in the sandbag packing material to cover wall.
It is desirable to,, enlarge the practicality and the application of sandbag breast wall by intensity, the stability of improving this structure and the further mode of using are provided.
Summary of the invention
The invention provides the sandbag interconnecting component of the sandbag that is used for connecting retaining wall.According to one embodiment of present invention, described sandbag interconnecting component is included in the roughly smooth main body that its upside and downside have at least three projections, described projection can stretch in the sandbag, and the size of described interconnecting component is decided to be makes two or more interconnecting components can be assemblied in the spaced positions on sandbag upside or the downside in the course of sandbags of retaining wall.
The present invention also provides a kind of sandbag interconnecting component, and described sandbag interconnecting component comprises the flaky material with upside and downside, for example, plastics and fabric, described upside and downside can both form separable joint portion to sandbag.The surface of described interconnecting component, described wall of sandbags or a part of described wall of sandbags comprise the component of hook-loop fastener (as fastener) or similar attachment members.Scheme as an alternative can be used the hook of a plurality of dispersions between sandbag interconnecting component and the described sandbag or simply between described sandbag itself.In the latter case, the major part of the hook of described dispersion is as the sandbag interconnecting component.
The present invention also provides retaining wall, and described retaining wall comprises two-layer or two-layer above sandbag, wherein utilizes sandbag interconnecting component of the present invention that vertical adjacent layer is attached at together.
Description of drawings
Fig. 1 is the top perspective view according to an embodiment of sandbag interconnecting component of the present invention.
Fig. 2 is the face upwarding stereogram of the foregoing description.
Fig. 3 is the lateral view of the foregoing description.
Fig. 4 is the top perspective view of another embodiment of described sandbag interconnecting component.
Fig. 5 is the plan view from above that thereon appropriate location has the course of sandbags in the retaining wall of described interconnecting component.
Fig. 6 is the initial two-layer front cross sectional view according to retaining wall of the present invention.
Fig. 7 is the top perspective view of another embodiment of described sandbag interconnecting component.
The specific embodiment
In the accompanying drawing illustration exemplary embodiment.It is exemplary rather than restrictive that embodiment disclosed herein and Tu are intended to be considered to.
In following description and figure, refer to corresponding and same parts with identical Reference numeral.
Referring to figs. 1 through Fig. 3, sandbag interconnecting component 10 comprises main part 12, and this main part is that the surface has three isolated projections 14 on 16 and have the roughly smooth solid disc of three isolated projections 18 on its soffit 20 thereon.The diameter of described interconnecting component preferably approximately is 10 centimetres to 20 centimetres.Described interconnecting component can be made by plastics, aluminium or other corrosion resistance material.
Fig. 5 shows the use of the sandbag interconnecting component 10 in the retaining wall 36, and described retaining wall is made of the sandbag 26 that supports filler 38, and has metope 42.The relevant term " retaining wall " of the structure of using in this manual be made of sandbag comprises any arrangement of the sandbag that is applicable to anti-maintenance of corroding (for example along the coastline and river levee etc.), anti-flood, slope or dykes and dams or firm, noise barrier and similar application.In this manual, " packing material " is meant any material that is suitable for being used in the bag of building retaining wall, comprise sand, soil, gravel, dry-mix concrete (through moistening and curing back hardening) and their mixture, comprise the packing material that has vegetable seeds.The term that uses in this manual " sandbag " is meant the bag that any " packing material " is housed.Say to such an extent that more know, this term is not limited to husky bag as packing material.
The sandbag interconnecting component is placed on the spaced positions on the upside of sandbag 26.Two sandbag interconnecting components 10 are placed on each sandbag 26 in the lower floor 30, are positioned at spaced positions, between the center line that is preferably placed at bag and the end 28.Can also place one or two sandbag interconnecting component below each sandbag in lower floor 30, better wall 36 is fixed on the ground of building this wall.Sandbag 26 is positioned to make its end 28 to be adjacent to each other in layer 30.As shown in Figure 6, the second layer 32 of sandbag 26 is placed in described first floor top, and the sandbag of top is laterally staggered with respect to the sandbag in the lower floor 30, that is to say, makes each sandbag in the layer be placed on two adjacent sandbags in the adjacent lower floor.
When the upper strata 32 of sandbag is placed in the top of lower floor 30 and be positioned on the interconnecting component 10 in the lower floor 30, projection 14 on the upside of sandbag interconnecting component stretches in the sandbag on upper strata, and the weight of these sandbags extruding interconnecting component makes that the projection 18 on their downsides stretches in the sandbag of lower floor 30. Projection 14 and 18 can be configured to thrust sandbag or preferably only stay indenture on sandbag.In arbitrary situation, projection all is considered to " protrude " into the sandbags.Like this sandbag attachment of the sandbag in the upper strata in lower floor arrived.Interconnecting component 10 does not extend across the abutment points of adjacent sandbag in the given layer.
Typically, the layer of retaining wall structure level is usually built, but they also can be built according to physical features as required.The layer 30 and 32 of wall is stacked mutually, comprises stacked in the same manner more multi-layered wall with the construction desired height.The slope of the generation metope of sandbag can be according to concrete application from tilting to substantially vertically and to some extent difference gradually.The layer 30 and 32 of metope is " perpendicular abutment " on common mutual stacked meaning, has the wall of certain altitude so that form, although not necessarily neither be typical, preferably vertical wall be formed the wall with a certain gradient usually.
According to another embodiment shown in Fig. 4, the interconnecting component 10 of sandbag interconnecting component 10A and Fig. 1 to Fig. 3 is basic identical, but it comprises eyelet 22 on the upper surface of main body 12 or soffit.Rope 24 can pass this eyelet.This rope can be made by any suitable durable material, preferably firm non-degraded synthetic materials.Plastic material such as nylon or high density polyethylene (HDPE) is preferred.Can also adopt such as other rope retaining member of hook and replace eyelet 22.In use, rope 24 is crossed the eyelet 22 of sandbag interconnecting component 10A along given course of sandbags string, and for example by spike its end is fixed on retaining wall, filler or the adjacent ground.The intensity and the stability of this retaining wall have so just been improved.
In another embodiment shown in Fig. 6, sandbag interconnecting component 40 is sheet fabric, plastics or other materials that all have hook fasteners in its both sides.Sandbag 26 can comprise the fabric such as geotextile, described hook fasteners can be connected to this fabric (in the mode such as the fabric hook-loop fastener of fastener) separably, perhaps sandbag can be attached with many annular fasteners, and the hook fasteners of described interconnecting component can be connected to annular fastener.The opening of sandbag can also be provided with cingulum and fill up the sealing that the back keeps bag to be filled material at it.
Sandbag 26 is placed in the adjacent layer of retaining wall 36, makes interconnecting component 40 that the sandbag attachment in the adjacent layer is arrived together.Sandbag interconnecting component 40 can be the belt-like form of crossing over sandbag face horizontal orientation, that is, and and perpendicular to metope 42, so that the maximum resistance that moves that provides the pressure to the filler 38 that supports by wall to cause.
Yet described sandbag interconnecting component can also use different shape (such as square or circular) or different orientations.
Although invention has been described according to various embodiment, the present invention is not intended to be confined to these embodiment.Various modified examples in the scope of the invention will become clear for those skilled in the art.Scope of the present invention is limited by following claim.
Claims (19)
1. sandbag interconnecting component that is used for being attached to the sandbag of retaining wall, described sandbag is configured to be arranged in the layer of this sandbag, described sandbag has upside and downside, described retaining wall comprises a plurality of described layers, described sandbag interconnecting component comprises the roughly smooth main body with upside and downside, be positioned at isolated at least three projections on the described upside of described main body, be positioned at isolated at least three projections on the described downside of described main body, described projection can stretch in the described sandbag, and the size of described main body is decided to be makes two described sandbag interconnecting components can be assemblied in the described upside of described sandbag or the spaced positions on the described downside.
2. sandbag interconnecting component according to claim 1, wherein said main body is a solid disc.
3. sandbag interconnecting component according to claim 1 and 2 wherein just has three described projections on the described downside of described main body.
4. according to the described sandbag interconnecting component of arbitrary claim formerly, wherein on the described upside of described main body, just have three described projections.
5. according to claim 3 or 4 described sandbag interconnecting components, wherein said just three projections are equally spaced from opening.
6. according to the described sandbag interconnecting component of arbitrary claim formerly, described sandbag interconnecting component also is included in the described upside of described main body or the rope retaining member on the described downside, and this rope retaining member is configured to keep rope.
7. sandbag interconnecting component according to claim 6, wherein said rope retaining member is an eyelet.
8. sandbag interconnecting component that is used for being attached to the sandbag of retaining wall, described sandbag is configured to be arranged in the layer of this sandbag, described sandbag has upside and downside, described retaining wall comprises a plurality of described layers, described sandbag interconnecting component comprises the flaky material with upper surface and soffit, described two surfaces all are fit to described sandbag is formed separable joint portion, described sandbag comprises fabric, and this fabric is fit to the described surface of described sandbag interconnecting component is formed described separable joint portion.
9. sandbag interconnecting component according to claim 8, one or two in the described surface of wherein said sandbag interconnecting component comprises hook fasteners.
10. sandbag interconnecting component according to claim 8, one or two in the described surface of wherein said sandbag interconnecting component comprises annular fastener, and described sandbag fabric comprises hook fasteners.
11. sandbag interconnecting component according to claim 8, wherein said flaky material are to elongate band.
12. sandbag interconnecting component according to claim 8, wherein said flaky material are dishes.
13. the described sandbag interconnecting component of arbitrary claim in 12 according to Claim 8, wherein said material are a kind of in fabric or the plastics.
14. a retaining wall, this retaining wall comprises:
(a) a plurality of according to the described sandbag interconnecting component of arbitrary claim formerly;
(b) a plurality of location end to end to form the first described sandbag of lower floor;
(c) a plurality of be positioned at end to end on the described first floor and form the second described sandbag on upper strata;
(d) the described sandbag on described upper strata is in staggered position with respect to the described sandbag of described lower floor, makes each described sandbag in the described upper strata be placed on two adjacent sandbags in the described lower floor; And
(e) be positioned at described sandbag interconnecting component between described lower floor and the described upper strata, make two described sandbag interconnecting components be in spaced positions on each described sandbag of described lower floor, with the sandbag attachment of described lower floor two adjacent sandbags to described upper strata.
15. retaining wall according to claim 14, described retaining wall also comprise the interconnecting component of each the described sandbag below that is positioned at described lower floor.
16. a retaining wall, this retaining wall comprises:
(a) a plurality of sandbag interconnecting components according to claim 8;
(b) a plurality of first described sandbags that form lower floor;
(c) a plurality of second described sandbags that above described first floor, form the upper strata; And
(d) be positioned at described sandbag interconnecting component between described lower floor and the described upper strata, make two described sandbag interconnecting components be in spaced positions on each described sandbag of described lower floor, with the sandbag attachment of described lower floor two adjacent sandbags to described upper strata.
17. being positioned to be approximately perpendicular to described retaining wall face, retaining wall according to claim 16, wherein said elongation band extend.
18. a retaining wall, this retaining wall comprises:
(a) a plurality of sandbag interconnecting components according to claim 6;
(b) a plurality of joining end to end placed and the first described sandbag of formation lower floor;
(c) a plurality of second described sandbags that above described first floor, form the upper strata;
(d) the described sandbag on described upper strata is in staggered position with respect to the described sandbag of described lower floor, makes each described sandbag in the described upper strata all be placed on two adjacent sandbags in the described lower floor;
(e) place described sandbag interconnecting component between described lower floor and the described upper strata, make two described sandbag interconnecting components be in spaced positions on each described sandbag of described lower floor, with the sandbag attachment of described lower floor two adjacent sandbags to described upper strata; And
(f) be attached to rope on the described rope retaining member of described interconnecting component along the described layer of at least one of described sandbag.
19. according to described two the sandbag connecting elementss that combine with sandbag of arbitrary claim in the claim 1 to 12, described sandbag is configured to be arranged in the layer of this sandbag, described sandbag has upside and downside, and described two sandbag interconnecting components are attached to the described upside or the described downside of described sandbag.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA2572008 | 2006-12-22 | ||
| CA002572008A CA2572008A1 (en) | 2006-12-22 | 2006-12-22 | Retaining wall systems with sandbag attachment members |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101563507A true CN101563507A (en) | 2009-10-21 |
Family
ID=39551443
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA200780047280XA Pending CN101563507A (en) | 2006-12-22 | 2007-12-21 | Retaining wall systems with sandbag attachment members |
Country Status (5)
| Country | Link |
|---|---|
| US (1) | US20130011208A1 (en) |
| KR (1) | KR20090110821A (en) |
| CN (1) | CN101563507A (en) |
| CA (1) | CA2572008A1 (en) |
| WO (1) | WO2008077253A2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108174714A (en) * | 2017-12-22 | 2018-06-19 | 孔金河 | Ecology bag, ecological revetment construction and its application in highway slope protection engineering |
| CN108193643A (en) * | 2018-02-06 | 2018-06-22 | 国合凯希水体修复江苏有限公司 | A kind of channel revetment device |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SK5855Y1 (en) * | 2010-08-27 | 2011-10-04 | Pavol Figura | Flood barrier |
| US9512594B2 (en) | 2013-03-06 | 2016-12-06 | Callewaert Intellectual Property Inc. | Interconnecting member for a sand or soil bag structure |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6491431B2 (en) * | 1996-02-16 | 2002-12-10 | Helmut-Wolfgang Merten | Sandbag envelope |
| ATE303474T1 (en) * | 1999-04-08 | 2005-09-15 | Beon Top Entpr Ltd | RETAINING WALL WITH INTERLOCKING ELEMENTS |
| CA2369310C (en) * | 2002-01-30 | 2011-01-11 | Versa-Lok Asia Inc. | Soil stabilizing system |
-
2006
- 2006-12-22 CA CA002572008A patent/CA2572008A1/en not_active Abandoned
-
2007
- 2007-12-21 WO PCT/CA2007/002358 patent/WO2008077253A2/en active Application Filing
- 2007-12-21 US US12/520,806 patent/US20130011208A1/en not_active Abandoned
- 2007-12-21 KR KR1020097010271A patent/KR20090110821A/en not_active Application Discontinuation
- 2007-12-21 CN CNA200780047280XA patent/CN101563507A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108174714A (en) * | 2017-12-22 | 2018-06-19 | 孔金河 | Ecology bag, ecological revetment construction and its application in highway slope protection engineering |
| CN108193643A (en) * | 2018-02-06 | 2018-06-22 | 国合凯希水体修复江苏有限公司 | A kind of channel revetment device |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2008077253A2 (en) | 2008-07-03 |
| KR20090110821A (en) | 2009-10-22 |
| CA2572008A1 (en) | 2008-06-22 |
| US20130011208A1 (en) | 2013-01-10 |
| WO2008077253A3 (en) | 2008-10-02 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US8651770B2 (en) | Erosion control ballast and soil confinement mat | |
| CA2989402C (en) | Rapid deployment flood barrier | |
| US8240959B1 (en) | Geosynthetic tufted drain barrier | |
| US20120230768A1 (en) | Water Containment System | |
| US20120195687A1 (en) | Flood wall protection system | |
| US20070036615A1 (en) | Freestanding wall structures made using sandbags | |
| CN101563507A (en) | Retaining wall systems with sandbag attachment members | |
| JP6192763B1 (en) | Geogrid / Honeycomb Retaining Wall | |
| EP1809815B1 (en) | Scour protection system for water-courses using artificial blocks with an appearance similar to the surrounding area | |
| US7214004B2 (en) | Mobile flood wall | |
| AU747316B2 (en) | Method for securing, stabilising and recovering areas of land and subsoil above and below water | |
| US20040190993A1 (en) | Liquid barrier assembly | |
| JP6325248B2 (en) | Cell structure construction method and cell structure | |
| WO2009082672A1 (en) | Sand and soil internal reinforcement system | |
| CN103821104A (en) | Soil engineering sea sand sludge ecological bag (tube) reinforced retaining wall | |
| JP4047310B2 (en) | Reinforced earth structure | |
| KR200475679Y1 (en) | connector for fixing and planting germination | |
| CN1970896A (en) | Sandbag breast wall | |
| CN100529277C (en) | Soil-blocking wall and its interlinking member and production method of interlinking member | |
| CN110565588B (en) | Vertical interlocking ecological building block | |
| JP2005350861A (en) | Earth retaining bag and construction method of earth retaining wall | |
| JP6007017B2 (en) | Underwater foundation and construction method of underwater foundation | |
| JP3809460B2 (en) | Civil engineering unit and method for manufacturing civil engineering unit | |
| CA2426836A1 (en) | Retaining wall made of sandbags | |
| EP1413680A1 (en) | Modular element for flood prevention barriers |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Open date: 20091021 |