CA2369310A1 - Soil stabilizing system - Google Patents
Soil stabilizing system Download PDFInfo
- Publication number
- CA2369310A1 CA2369310A1 CA 2369310 CA2369310A CA2369310A1 CA 2369310 A1 CA2369310 A1 CA 2369310A1 CA 2369310 CA2369310 CA 2369310 CA 2369310 A CA2369310 A CA 2369310A CA 2369310 A1 CA2369310 A1 CA 2369310A1
- Authority
- CA
- Canada
- Prior art keywords
- members
- soil
- strip members
- strip
- retaining
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/04—Mats
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0085—Geotextiles
- E02D2300/0087—Geotextiles woven
Abstract
A soil stabilizing system for use m stabilizing soil com-prises a grid of strip members. The system can include connecting members attached to the strip members and soil retaining bars attached to the connecting members so as to form an array of cells. The cells are filled with soil as the structure is buried, for example during the con-struction of a retaining wall. The system can be used in conjunction with a retaining wall and in conjunction with anchor posts. The inven-tion also provides an anchoring system for stabilizing geogrid sheets by means of anchor posts buried in the soil to which the geogrid is attached by retaining pins extending through the holes in the geogrid into bores in the anchor posts.
Claims (18)
1. A soil stabilizing system comprising:
(a) a first set of strip members, arranged spaced apart, gener-ally parallel and in a plane;
(b) a second set of strip members, arranged spaced apart, generally perpendicular to said first set and in a plane;
(c) said strip members having a plurality of bores therein; and (d) connectors extending through said bores and connecting said strip members at points of intersection thereof, forming a generally rectangular grid of strip members.
(a) a first set of strip members, arranged spaced apart, gener-ally parallel and in a plane;
(b) a second set of strip members, arranged spaced apart, generally perpendicular to said first set and in a plane;
(c) said strip members having a plurality of bores therein; and (d) connectors extending through said bores and connecting said strip members at points of intersection thereof, forming a generally rectangular grid of strip members.
2. A soil stabilizing system comprising:
(a) a first set of strip members, arranged spaced apart, gener-ally parallel and in a plane;
(b) a second set of strip members, arranged spaced apart, generally perpendicular to said first set and in a plane;
(c) said strip members having a plurality of bores therein;
(d) connecting members positioned at points of intersection of said strip members, said connecting members having a bore therethrough and a plurality of pairs of parallel arms with a slot therebetween;
(e) connectors extending through said bores in said connecting members and through said bores in said strip members at said points of intersection, connecting said connecting members and said strip members, forming a generally rectangular grid of strip members with connecting members at points of intersection thereof; and (f) soil retaining bars extending between adjacent connecting members along said first set of strip members, said soil retaining bars being fitted into said slots in said connecting members.
(a) a first set of strip members, arranged spaced apart, gener-ally parallel and in a plane;
(b) a second set of strip members, arranged spaced apart, generally perpendicular to said first set and in a plane;
(c) said strip members having a plurality of bores therein;
(d) connecting members positioned at points of intersection of said strip members, said connecting members having a bore therethrough and a plurality of pairs of parallel arms with a slot therebetween;
(e) connectors extending through said bores in said connecting members and through said bores in said strip members at said points of intersection, connecting said connecting members and said strip members, forming a generally rectangular grid of strip members with connecting members at points of intersection thereof; and (f) soil retaining bars extending between adjacent connecting members along said first set of strip members, said soil retaining bars being fitted into said slots in said connecting members.
3. A soil stabilizing system according to claim 2 further comprising soil retaining bars extending between adjacent con-necting members along said second set of strip members, said soil retaining bars being fitted into slots in said connecting members.
4. A soil stabilizing system according to claim 1, 2 or 3 wherein said first set of strip members is affixed to a retaining wall.
5. A soil stabilizing system according to claim 4 wherein said retaining wall comprises interconnecting plates and said strip members are affixed to said plates.
6. A soil stabilizing system comprising:
(a) a first set of strip members, arranged spaced apart, gener-ally parallel and in a plane;
(b) a second set of strip members, arranged spaced apart, generally perpendicular to said first set and in a plane;
(c) said strip members having a plurality of bores therein;
(d) connecting members positioned at points of intersection of said strip members, said connecting members having a bore therethrough and a plurality of pairs of parallel arms with a slot therebetween;
(e) a plurality of anchor posts comprising a tube having a longitudinal bore and a tip at a bottom end thereof having a hole therein in fluid communication with said bore, said anchor posts being positioned at points of intersection of said strip members;
(f) a retaining pin being adapted to fit snugly into said bore in said tube, said retaining pin being adapted to fit in said bores in said strip members and in said connecting member and to hold said strip members and connecting member to said anchor post; and (g) soil retaining bars extending between adjacent connecting members along said first set of strip members, said soil retaining bars being fitted into said slots in said connecting members.
(a) a first set of strip members, arranged spaced apart, gener-ally parallel and in a plane;
(b) a second set of strip members, arranged spaced apart, generally perpendicular to said first set and in a plane;
(c) said strip members having a plurality of bores therein;
(d) connecting members positioned at points of intersection of said strip members, said connecting members having a bore therethrough and a plurality of pairs of parallel arms with a slot therebetween;
(e) a plurality of anchor posts comprising a tube having a longitudinal bore and a tip at a bottom end thereof having a hole therein in fluid communication with said bore, said anchor posts being positioned at points of intersection of said strip members;
(f) a retaining pin being adapted to fit snugly into said bore in said tube, said retaining pin being adapted to fit in said bores in said strip members and in said connecting member and to hold said strip members and connecting member to said anchor post; and (g) soil retaining bars extending between adjacent connecting members along said first set of strip members, said soil retaining bars being fitted into said slots in said connecting members.
7. A soil stabilizing system according to claim 6, fur-ther comprising soil retaining bars extending between adjacent connecting members along said second set of strip members, said soil retaining bars being fitted into slots in said connecting members.
8. A soil stabilizing system according to claim 6 or 7 wherein said first set of strip members is affixed to a retaining wall.
9. A soil stabilizing system comprising:
(a) a set of strip members, arranged spaced apart, generally parallel and in a plane, said strip members having a bore therein;
(b) said set of strip members being affixed at one end thereof to a retaining wall;
(c) a plurality of anchor posts comprising a tube having a longitudinal bore and a tip at a bottom end thereof having a hole therein in fluid communication with said bore, said anchor posts being positioned at a bore in said strip mem-bers; and (d) a retaining pin having a longitudinal bore therein, said retaining pin being adapted to fit snugly into said bore in said tube, said retaining pin being adapted to fit in said bores in said strip members and to hold said strip members to said anchor post.
(a) a set of strip members, arranged spaced apart, generally parallel and in a plane, said strip members having a bore therein;
(b) said set of strip members being affixed at one end thereof to a retaining wall;
(c) a plurality of anchor posts comprising a tube having a longitudinal bore and a tip at a bottom end thereof having a hole therein in fluid communication with said bore, said anchor posts being positioned at a bore in said strip mem-bers; and (d) a retaining pin having a longitudinal bore therein, said retaining pin being adapted to fit snugly into said bore in said tube, said retaining pin being adapted to fit in said bores in said strip members and to hold said strip members to said anchor post.
10. A soil stabilizing systems comprising:
(a) a set of strip members, arranged spaced apart, generally parallel and in a plane, said strip members having a bore therein;
(b) said set of strip members being affixed at one end thereof to a retaining wall; and (c) soil stabilizing members positioned at spaced points on said strip members and affixed thereto, said soil stabilizing members having a plurality of radially-extending arms.
(a) a set of strip members, arranged spaced apart, generally parallel and in a plane, said strip members having a bore therein;
(b) said set of strip members being affixed at one end thereof to a retaining wall; and (c) soil stabilizing members positioned at spaced points on said strip members and affixed thereto, said soil stabilizing members having a plurality of radially-extending arms.
11. A soil stabilizing system according to claim 2, 3, 4 or 6, wherein said arms of said connecting members are adapted to hold said soil stabilizing bars at an angle to said strip members other than 90 °.
12. A soil stabilizing system according to any of claims 6 - 9, further including grout injected through said bore of said anchor post and into said soil.
13. A kit for making a soil stabilizing system adapted to be attached to a retaining wall, comprising:
(a) a plurality of strip members adapted to be attached to said retaining wall at horizontally-spaced positions along said wall and to extend into soil supported by said retaining wall;
(b) a set of soil retaining bars; and (c) a set of connecting members adapted to be affixed to said elongate members at spaced intervals thereon, said connec-tor members being adapted to hold said soil retaining bars.
(a) a plurality of strip members adapted to be attached to said retaining wall at horizontally-spaced positions along said wall and to extend into soil supported by said retaining wall;
(b) a set of soil retaining bars; and (c) a set of connecting members adapted to be affixed to said elongate members at spaced intervals thereon, said connec-tor members being adapted to hold said soil retaining bars.
14. A kit according to claim 13 further comprising a set of retaining pins adapted to extend through a bore in said connect-ing member and a bore in said strip member to affix said connect-ing members to said strip members.
15. A method for making a soil retaining structure for attachment to a retaining wall, comprising the steps of:
(a) attaching a first set of strip members to a retaining wall at horizontally spaced positions along said wall and extending into soil supported by said retaining wall;
(b) placing a second set of strip members, arranged spaced apart, generally perpendicular to said first set and in a plane;
(c) attaching connecting members to said strip members at points of intersection of said strip members, said connecting members being adapted to hold soil retaining bars between adjacent said connecting members; and (d) attaching said soil retaining bars between said connecting members positioned adjacent to one another along said second set of strip members such that said soil retaining bars form lines parallel to said retaining wall.
(a) attaching a first set of strip members to a retaining wall at horizontally spaced positions along said wall and extending into soil supported by said retaining wall;
(b) placing a second set of strip members, arranged spaced apart, generally perpendicular to said first set and in a plane;
(c) attaching connecting members to said strip members at points of intersection of said strip members, said connecting members being adapted to hold soil retaining bars between adjacent said connecting members; and (d) attaching said soil retaining bars between said connecting members positioned adjacent to one another along said second set of strip members such that said soil retaining bars form lines parallel to said retaining wall.
16. A method according to claim 15 wherein said con-nector members and said strip members have bores therein and the step of attaching said connecting members to said strip mem-bers comprises affixing a retaining pin through said bores.
17. A system for anchoring geogrid in soil, comprising:
(a) an anchor post for affixing in said soil, said anchor post having a lower end and an upper end and a longitudinal bore; and (b) a retaining pin for inserting through a hole in said geogrid and into said bore in said anchor post, said pin being capa-ble of affixing said geogrid to said anchor post, said pin having a longitudinal bore therethrough.
(a) an anchor post for affixing in said soil, said anchor post having a lower end and an upper end and a longitudinal bore; and (b) a retaining pin for inserting through a hole in said geogrid and into said bore in said anchor post, said pin being capa-ble of affixing said geogrid to said anchor post, said pin having a longitudinal bore therethrough.
18. A system according to claim 17 further comprising a pointed tip member at said lower end of said anchor post, said tip member having a hole therein in fluid communication with said bore in said anchor post.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA 2369310 CA2369310C (en) | 2002-01-30 | 2002-01-30 | Soil stabilizing system |
| PCT/CA2003/000126 WO2003064774A1 (en) | 2002-01-30 | 2003-01-30 | Soil stabilizing system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA 2369310 CA2369310C (en) | 2002-01-30 | 2002-01-30 | Soil stabilizing system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CA2369310A1 true CA2369310A1 (en) | 2003-07-30 |
| CA2369310C CA2369310C (en) | 2011-01-11 |
Family
ID=27626509
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA 2369310 Expired - Fee Related CA2369310C (en) | 2002-01-30 | 2002-01-30 | Soil stabilizing system |
Country Status (2)
| Country | Link |
|---|---|
| CA (1) | CA2369310C (en) |
| WO (1) | WO2003064774A1 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2008077253A2 (en) * | 2006-12-22 | 2008-07-03 | Deltalok Inc. | Retaining wall systems with sandbag attachment members |
| US7811029B2 (en) | 2007-02-09 | 2010-10-12 | Agrecol, Llc | Woven soil stabilization system |
| CN102677647A (en) * | 2012-04-23 | 2012-09-19 | 泰安路德工程材料有限公司 | High-strength geocell |
| CN105332367A (en) * | 2014-08-06 | 2016-02-17 | 许炎章 | Reinforced breathable geogrid |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7097390B1 (en) * | 2005-06-16 | 2006-08-29 | Mega, Inc. | Fine-grained fill reinforcing apparatus and method |
| CN103334419A (en) * | 2013-07-16 | 2013-10-02 | 山东大学 | Novel geogrid with ground anchors attached |
| US11578490B2 (en) * | 2019-10-25 | 2023-02-14 | Structa Wire Ulc | Lath with flattened tabs |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB8800309D0 (en) * | 1988-01-07 | 1988-02-10 | Vidal H | Earth stabilisation |
| JPH02140311A (en) * | 1988-06-23 | 1990-05-30 | Hideo Murakami | Pipe anchor construction for avalanche preventing fence |
| JPH1077632A (en) * | 1996-09-02 | 1998-03-24 | Oyo Kikaku:Kk | Banking reinforcing material and reinforced embankment |
| JPH11107280A (en) * | 1997-10-01 | 1999-04-20 | Kre Engineers Kk | Construction of improved reinforcing member (inserted rod) |
-
2002
- 2002-01-30 CA CA 2369310 patent/CA2369310C/en not_active Expired - Fee Related
-
2003
- 2003-01-30 WO PCT/CA2003/000126 patent/WO2003064774A1/en not_active Application Discontinuation
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2008077253A2 (en) * | 2006-12-22 | 2008-07-03 | Deltalok Inc. | Retaining wall systems with sandbag attachment members |
| WO2008077253A3 (en) * | 2006-12-22 | 2008-10-02 | Deltalok Inc | Retaining wall systems with sandbag attachment members |
| US7811029B2 (en) | 2007-02-09 | 2010-10-12 | Agrecol, Llc | Woven soil stabilization system |
| CN102677647A (en) * | 2012-04-23 | 2012-09-19 | 泰安路德工程材料有限公司 | High-strength geocell |
| CN105332367A (en) * | 2014-08-06 | 2016-02-17 | 许炎章 | Reinforced breathable geogrid |
Also Published As
| Publication number | Publication date |
|---|---|
| CA2369310C (en) | 2011-01-11 |
| WO2003064774A1 (en) | 2003-08-07 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EEER | Examination request | ||
| MKLA | Lapsed |
Effective date: 20190130 |