CA2491858A1 - Geogrid or mesh structure - Google Patents

Geogrid or mesh structure Download PDF

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Publication number
CA2491858A1
CA2491858A1 CA002491858A CA2491858A CA2491858A1 CA 2491858 A1 CA2491858 A1 CA 2491858A1 CA 002491858 A CA002491858 A CA 002491858A CA 2491858 A CA2491858 A CA 2491858A CA 2491858 A1 CA2491858 A1 CA 2491858A1
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Prior art keywords
strands
stretch
geogrid
strand
holes
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CA002491858A
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French (fr)
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CA2491858C (en
Inventor
Anthony Thomas Walsh
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Tensar Technologies Ltd
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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C55/00Shaping by stretching, e.g. drawing through a die; Apparatus therefor
    • B29C55/02Shaping by stretching, e.g. drawing through a die; Apparatus therefor of plates or sheets
    • B29C55/10Shaping by stretching, e.g. drawing through a die; Apparatus therefor of plates or sheets multiaxial
    • B29C55/12Shaping by stretching, e.g. drawing through a die; Apparatus therefor of plates or sheets multiaxial biaxial
    • B29C55/14Shaping by stretching, e.g. drawing through a die; Apparatus therefor of plates or sheets multiaxial biaxial successively
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C55/00Shaping by stretching, e.g. drawing through a die; Apparatus therefor
    • B29C55/02Shaping by stretching, e.g. drawing through a die; Apparatus therefor of plates or sheets
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C55/00Shaping by stretching, e.g. drawing through a die; Apparatus therefor
    • B29C55/02Shaping by stretching, e.g. drawing through a die; Apparatus therefor of plates or sheets
    • B29C55/10Shaping by stretching, e.g. drawing through a die; Apparatus therefor of plates or sheets multiaxial
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29DPRODUCING PARTICULAR ARTICLES FROM PLASTICS OR FROM SUBSTANCES IN A PLASTIC STATE
    • B29D28/00Producing nets or the like, e.g. meshes, lattices
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0225Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0241Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00Stock material or miscellaneous articles
    • Y10T428/24Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24273Structurally defined web or sheet [e.g., overall dimension, etc.] including aperture

Abstract

To make an oriented plastics material geogrid (10) in which oriented strands (6, 9) form triangular meshes with a junction (11) at each corner and six of the strands (6, 9) meet at each junction (11), a plastics material sheet starting material has holes in an array of hexagons, opposite holes of each hexagon being aligned in the machine direction, and the starting material is stretched first in the machine direction and secondly in the transverse direction. In the eventual geogrid (10), the centre portions of the hexagons in the starting material form the junctions (11). The centres of the junctions (11) are slightly biaxially oriented, but at the edges of the junctions (11), the orientation of the edge of substantially each strand (6) or (9) runs around the edge of the respective junction (11) and into the edge of the next strand (6) or (9). During the second stretch, restraint can be applied in the first stretch direction and discontinued before the material is allowed to relax in the second stretch direction. If desired, the procedure can be terminated after the first stretch, to produce a uniaxially-oriented geogrid.
By using a starting material which has through holes and weakened zones, it is possible to form the geogrid of the invention from a starting material having a rectangular array of through holes.

Claims (50)

1. A geogrid made by stretching and uniaxially orienting a plastics starting material which was provided with an array of holes, the geogrid comprising transverse bars interconnected by substantially straight oriented strands, at least some of the strands extending from one bar to the next at a substantial angle to the direction at right angles to the bars and alternate such angled strands across the width of the geogrid being angled to said direction by equal and opposite angles, the orientation of each angled strand extending generally in the direction of stretching across the respective bar to the respective angled strand on the other side of the bar.
2. The geogrid of Claim 1, wherein there are no strands interconnecting the bars and which extend in a direction at right angles to the bars.
3. The geogrid of Claim 2, wherein the strands of each pair of adjacent angled strands meet immediately adjacent the respective bar.
4. The geogrid of any of the preceding Claims, wherein between the locations where the strands meet the bar, the bar is unoriented, and at the locations where the strands meet the bar, the bar is slightly oriented in a direction at right angles to the bars.
5. The geogrid of Claim 4, wherein between the locations where the strands meet the bar, the bars have a structure which is similar right across the geogrid.
6. The geogrid of Claim 4, wherein between the locations where the strands meet the bar, the bars are alternatively weakened and not weakened, the weakened zones in the bars on either side of the first-mentioned bars being staggered so that a weakened zone in one bar is aligned with a non-weakened zone in the bars on either side.
7. A geogrid made by stretching and biaxially orienting a plastics starting material which was provided with an array of holes, the geogrid comprising:

a first set of substantially straight oriented strands extending at an acute angle to a first direction;
a second set of substantially straight oriented strands extending at an acute angle to the first direction and, as considered in a second direction at right angles to the first direction, alternate (angled) strands of the two sets being angled to the first direction by substantially equal and opposite angles;
further substantially straight oriented strands extending in said second direction;
and junctions each interconnecting four of the angled oriented strands and two of the further oriented strands, at substantially each junction the crotch between each pair of adjacent strands being oriented in the direction running around the crotch, whereby there is continuous orientation from the edge of one strand, around the crotch and to the edge of the adjacent strand.
8. The geogrid of Claim 7, wherein there are no oriented strands which extend substantially in the first direction.
9. The geogrid of Claim 7, wherein there are only two said sets, whereby triangular mesh openings are formed by the angled strands and by the further strands.
10. The geogrid of any of Claims 7 to 9, wherein the junctions comprise two thicker zones each connecting, two angled strands and a further strand, and a thinner zone interconnecting the two thicker zones.
11. The geogrid of any of Claims 7 to 10, wherein the angle between the axis of each angled strand and the first direction is between about 10° and about 20°.
12. The geogrid of any of Claims 7 to 10, wherein the angle between the axis of each angled strand and the first direction is about 30°.
13. The geogrid of any of Claims 7 to 12, wherein the first direction is the machine direction.
14. The geogrid of any of Claims 7 to 13, wherein the angled strands and the further strands provide three sets of spaced, parallel, effectively rectilinear continuous tensile members which extend through the geogrid and each of which comprises an oriented strand, a junction, an oriented strand, a junction, and so on, each junction interconnecting respective strands of the tensile member and the strands of the tensile member being substantially aligned with each other, each junction functioning as a junction for a tensile member of each of the sets, a tensile member of each of the sets intersecting at each junction.
15. A method of making a uniaxially oriented plastics material geogrid, comprising:
providing a plastics sheet starting material which has holes in an array of hexagons of substantially identical shape and size so that substantially each hole is at a corner of each of three hexagons, there being within the hexagon no holes of a size greater than or equal to the size of the first mentioned holes; and applying a stretch to stretch out strand-forming zones between adjacent holes on sides of the hexagons and from oriented strands from such zones, thereby forming a structure having bars at right angles to the direction of stretch, interconnected by the oriented strands, the stretch being applied to such an extent that the orientation of the strands extends into the bar.
16. The method of Claim 15, wherein the stretch is applied to such an extent that the orientation of the strands extends across the bar to the respective strands on the other side of the bar.
17. A method of making a biaxially oriented plastics material geogrid, comprising:
providing a plastics sheet starting material which has holes is an array of hexagons of substantially identical shape and size so that substantially each hole is at a corner of oath of three hexagons, there being within the hexagon no holes of a size greater than or equal to the size of the first-mentioned holes;
applying a stretch in a first direction to stretch out strand-forming zones between adjacent holes on sides of the hexagons and form oriented strands from such zones; and applying a stretch in a second direction substantially at right angles to said first direction to stretch out strand-forming zones between adjacent holes on the sides of the hexagons and form oriented strands from the latter zones, whereby centre portions of the hexagons form junctions interconnecting the oriented strands, the stretching being applied to such an extent that the orientation of the strands extends into substantially each junction so that at substantially each junction, the crotch between each pair of adjacent strands is oriented in the direction running around the crotch, whereby there is continuous orientation from the edge of one strand, around the crotch and to the edge of the adjacent strand.
18. The method of Claim 17, wherein the stretch in the first direction is applied in a direction substantially parallel to two sides of the hexagons, to stretch out zones between adjacent holes on the remaining four sides of the hexagons, and the stretch in the second direction stretches out zones between adjacent holes on the sides parallel to the first direction.
19. The method of Claim 17 or 18, wherein said stretch in said second direction is not before said stretch in said first direction, and during said stretch in said second direction, restraint is applied to the material in said first direction, and after the second stretch, before the material is allowed to relax in the said second direction, said restraint is discontinued.
20. The method of any of Claims 15 to 19. wherein there are strands which extend in said second direction or said direction of stretch and which are stretched out to a lower stretch ratio than the other strands.
21. The method of any of Claims 15 to 20, wherein each hexagon is substantially symmetrical about an axis which extends in said direction of stretch or in said first direction.
22. The method of any of Claims 15 to 21, wherein each hexagon is arranged so that two opposite holes delineating the hexagon are substantially aligned in the said direction of stretch or in said first direction, and the stretch in said direction of stretch or in said first direction is applied in a direction substantially parallel to two sides of the hexagons, to stretch out zones between adjacent holes on the remaining four sides of the hexagons.
23. The method of any of Claims 15 to 22, wherein the sides of the hexagons are all substantially equal, as measured between the centres of the respective holes.
24. The method of any of Claims 15 to 23, wherein the vertices of the hexagons are aligned in the stretch direction or first stretch direction, and the vertex pitch of each hexagon is less than the diagonal pitch.
25. The method of Claim 24, wherein the ratio of the major pitch of the hexagon to the minor pitch of the hexagon is about 2.1:1 to about 3.2:1.
26. The method of Claim 24, wherein the ratio of the major pitch of the hexagon to the minor pitch of the hexagon is about 2.6:1.
27. A method of making a plastics material mesh structure, comprising:
providing a plastics sheet starting material which has holes is a regular pattern, which holes define potential strand-forming zones extending between respective holes and which on stretching the starting material in one direction would stretch out to form oriented strands;
forming depressions in and thereby weakening some but not all said potential strand-forming zones without material removal when the plastics material is at a temperature below the lower limit of its melting range, said depressions defining a regular pattern; and applying a stretch in said direction so that the weakened potential strand-forming zones form oriented strands but the non-weakened potential strand-forming zone do not form oriented strands though some stretch may be applied thereto and whereby the mesh structure so produced is not that that would be produced from the starting material without said depressions.
28. The method of Claim 27, wherein the starting material is also stretched in a direction at right angles to said one direction, to form oriented strands from further respective potential strand-forming zones.
29. The method of Claim 28, wherein no said depressions are formed in the respective potential strand-forming zones for the second-mentioned direction stretch, whereby said ungrooved potential strand-forming zones related to stretching in said one direction form extended junctions between said oriented strands.
30. The method of Claim 28 or 29, wherein stretching in said once direction is the second stretch, following stretching in said second-mentioned direction.
31. The method of any of Claims 27 to 30, wherein in said one direction, said depressions are forced in every other potential strand-forming zone.
32. A method of making an oriented plastics material geogrid, comprising:
providing a plastics sheet starting material which has holes on a rectangular grid whose axes extend in a first direction and in a second direction substantially at right angles to the first direction, thereby providing first rows of holes extending in the first direction and second rows of holes extending in the second direction, and which starting material has weakened zones between alternate pairs of adjacent holes in each first row, the weakened zones being staggered as between adjacent first rows so that a weakened zone in one first row is adjacent a non-weakened zone is the adjacent first row on either side;
applying a stretch in the first direction to stretch out strand-forming zones between adjacent holes in each second row to form oriented strands from such zones;
and applying a stretch is the second direction to stretch out the weakened zones to form oriented strands from the weakened zones without stretching out non-weakened zones between adjacent holes of the first rows to the same extent as the weakened zones are stretched;
whereby the non-weakened zones form junctions each of which interconnects six of the oriented strands.
33. A method of making biaxially oriented plastics material mesh structure which has oriented strands which extend at an angle other than 90° to the first and second direction of stretch, comprising:
providing a plastics sheet starting material which has holes in a regular array;
applying a stretch in a first direction to stretch out respective strand-forming zones between adjacent holes and form oriented strands from such strand-forming zones;
applying a stretch in a second direction substantially at right angles to said first direction to stretch out other respective strand-forming zones between adjacent holes and form further oriented strands from the latter strand-forming zones, whilst applying restraint to the material in the first direction;
subsequently discontinuing said restraint; and subsequently allowing the material to relax is the second direction.
34. A method of making a biaxially oriented plastics material geogrid, comprising:
providing a plastics sheet starting material which has holes in an array of hexagons of substantially identical shape and size so that substantially each hole is at a corner of each of three hexagons, there being within the hexagon no holes of a size greater than or equal to the size of the first-mentioned holes, the vertices of the hexagons being aligned in a first direction, the vertex pitch of each hexagon being less than the diagonal pitch;
applying a stretch in the first direction to stretch out strand-forming zones between adjacent holes on sides of the hexagons and form oriented strands from such zones; and applying a stretch in a second direction substantially at right angles to the first direction to stretch out strand-forming zones between adjacent holes on the sides of the hexagons and form oriented strands from the latter zones, whereby centre portions of the hexagons form junctions interconnecting the oriented strands.
35. The method of Claim 34, wherein the ratio of the major pitch of the hexagon to the minor pitch of the hexagon is about 2.1:1 to about 3.2:1.
36. The method of Claim 34, wherein the ratio of the major pitch of the hexagon to the minor pitch of the hexagon is about 2.6:1.
37. The method of any of Claims 34 to 36, wherein said stretch in said second direction is not before said stretch in said first direction, and during said stretch in said second direction, restraint is applied to the material in said first direction, and after the second stretch, before the material is allowed to relax in the said second direction, said restraint is discontinued.
38. The method of any of Claims 34 to 37, wherein stretching is applied to such an extent that the orientation of the strands extends into substantially each junction so that at substantially each junction, the crotch between each pair of adjacent strands is oriented in the direction running around the crotch, whereby there is continuous orientation from the edge of one strand, around the crotch and to the edge of the adjacent strand.
39. A geogrid made by the method of any of Claims 15 to 38.
40. A mesh structure made by the method of Claim 33.
41. A uniaxial geogrid substantially as herein described with reference to Figures 2 and 3 or Figure 10 of the accompanying drawings or is any of the foregoing Examples 1 to 3.
42. A biaxial geogrid substantially as herein described with reference to Figures 4 and 5 or Figures 11 and 12 of the accompanying drawings or in any of the foregoing Examples 1 to 3.
43. A method of making a uniaxial geogrid, substantially as herein described with reference to Figures 1 to 3 or Figures 9 and 10 of the accompanying drawings or in any of the foregoing Examples 1 to 3.
44. A method of making a biaxial geogrid, substantially as herein described with reference to Figures 1 to 6 or Figures 9 to 12 of the accompanying drawings or in the foregoing Examples 1 to 3.
45. A method of strengthening a particulate material, comprising embedding in the particulate material the geogrid of any of Claims 1 to 14 and 39.
46. A particulate material strengthened by the method of Claim 45.
47. A geoengineering construction comprising a mass of particulate material strengthened by embedding therein a geogrid as claimed in any of Claims 1 to 14 and 39.
48. A method of strengthening a particulate material, comprising embedding in the particulate material the geogrid of Claim 41 or 42.
49. A particulate material strengthened by the method of Claim 48.
50. A geoengineering construction comprising a mass of particulate material strengthened by embedding therein a geogrid as claimed in Claim 41 or 42.
CA2491858A 2002-06-27 2003-06-27 Geogrid or mesh structure Expired - Lifetime CA2491858C (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
GB0214931.8 2002-06-27
GB0214931A GB2390565A (en) 2002-06-27 2002-06-27 Geogrid
PCT/GB2003/002753 WO2004003303A1 (en) 2002-06-27 2003-06-27 Geogrid or mesh structure

Publications (2)

Publication Number Publication Date
CA2491858A1 true CA2491858A1 (en) 2004-01-08
CA2491858C CA2491858C (en) 2010-04-13

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US (1) US7001112B2 (en)
EP (1) EP1534898B1 (en)
JP (1) JP4194892B2 (en)
CN (1) CN100361806C (en)
AR (1) AR040310A1 (en)
AT (1) ATE363010T1 (en)
AU (1) AU2003246908B2 (en)
BR (1) BR0312247B1 (en)
CA (1) CA2491858C (en)
CR (1) CR7641A (en)
CY (1) CY1106792T1 (en)
DE (1) DE60313978T2 (en)
DK (1) DK1534898T3 (en)
EC (1) ECSP045515A (en)
ES (1) ES2287526T3 (en)
GB (2) GB2390565A (en)
HK (1) HK1059415A1 (en)
IT (1) ITMI20031310A1 (en)
MX (1) MXPA05000231A (en)
MY (1) MY136441A (en)
PL (1) PL224160B1 (en)
PT (1) PT1534898E (en)
RU (1) RU2303677C2 (en)
SI (1) SI1534898T1 (en)
TW (1) TWI221870B (en)
WO (1) WO2004003303A1 (en)

Families Citing this family (42)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19913479C1 (en) * 1999-03-25 2000-10-19 Naue Fasertechnik Large, high tensile geogrids, method and device for their production and their use as drain and reinforcement grids and as fences
GB2411409A (en) * 2004-02-24 2005-08-31 Quintin Anthony Murfin Modular inspection chamber
US7637698B2 (en) * 2004-10-22 2009-12-29 Meernik Paul R Tent ground cloth with drainage
US20090214821A1 (en) * 2008-02-15 2009-08-27 Walsh Anthony T Multi-axial grid or mesh structures with high aspect ratio ribs
JP5215806B2 (en) * 2008-10-08 2013-06-19 三菱樹脂株式会社 Protective bank construction method
JP2010090638A (en) * 2008-10-09 2010-04-22 Mitsubishi Plastics Inc Soil improving method
US9009977B2 (en) * 2008-11-19 2015-04-21 Saudi Arabian Oil Company Geogrid sand fence
IT1393817B1 (en) * 2009-03-31 2012-05-11 Tenax Spa LASTRIFORM ELEMENT FOR REINFORCEMENT, SEPARATION AND DRAINAGE OF LARGE STRUCTURES, AS ROADED.
JP5427463B2 (en) * 2009-04-21 2014-02-26 株式会社ライテク Protective levee body and construction method of protective dam body
IT1394408B1 (en) * 2009-05-25 2012-06-15 Tenax Spa PROCEDURE FOR MAKING STRETCH MULTIPLANAR NETWORKS
JP2011072910A (en) * 2009-09-30 2011-04-14 Daikyonishikawa Corp Filter
MX2010007278A (en) * 2010-03-05 2011-09-15 Prs Mediterranean Ltd Geotechnical structures and processes for forming the same.
CN102373769A (en) * 2010-08-16 2012-03-14 范雯丽 Plastic stretched double-rib net-structured material and manufacturing method thereof
CN101961923A (en) * 2010-08-24 2011-02-02 范雯丽 Plastic tensile hexagonal net-shaped structure material and production method thereof
CN101913248A (en) * 2010-08-27 2010-12-15 南昌天高新材料股份有限公司 Method for intermittently stretching geogrid
WO2013036848A1 (en) 2011-09-09 2013-03-14 Nicolon Corporation, doing business as TenCate Geosynthetics North America Multi-axial fabric
CN102561297B (en) * 2011-09-30 2014-11-12 泰安路德工程材料有限公司 Diamond multi-axial plastically-stretched geogrid and method for making same
WO2013056215A1 (en) * 2011-10-14 2013-04-18 Tensar International Geogrid reinforced compactable asphaltic concrete composite, and method of forming the composite
CN102536276A (en) * 2012-02-06 2012-07-04 张银堂 Pentagonal plastic geogrid and manufacture method thereof
CN103866772B (en) * 2012-12-18 2017-10-20 特耐克斯有限公司 Reinforcement product and the Manufacturing approach and use of the reinforcement product for geotechnique's application
DE202014105100U1 (en) 2014-10-24 2014-12-09 WasserStiftung mist collector
DE102014115539A1 (en) 2014-10-24 2016-04-28 WasserStiftung mist collector
RU2581176C1 (en) * 2015-04-17 2016-04-20 Общество с ограниченной ответственностью "СтратегТехнология" Method of producing polymer geoweb and polymer geoweb
GEP20227349B (en) * 2015-10-09 2022-02-10 Tensar Corp Llc Geogrid made from coextruded multilayered polymer
CN110023587B (en) * 2016-08-02 2022-04-15 克热斯塑料(澳大利亚)私人有限公司 Polymer sheet and method for installing and preparing same
DE102016114821A1 (en) 2016-08-10 2018-02-15 R-ways GmbH Ingenieurgesellschaft für Flughafenplanung Reinforcement mat with pressure bodies and road construction
CN107153434B (en) * 2017-05-12 2020-05-08 清华大学 Stress control device and method based on equal-proportion coordinate transformation
GB201714867D0 (en) * 2017-09-15 2017-11-01 Tensar Tech Ltd Geoengineering constructions for use in railways
GB201715202D0 (en) * 2017-09-20 2017-11-01 Tensar Tech Ltd Geogrids
RU193856U1 (en) * 2019-04-19 2019-11-19 Общество С Ограниченной Ответственностью Завод "Славрос" Geogrid
US11000008B2 (en) 2019-08-29 2021-05-11 SMV Industries, Inc. Equine matting
US20230049699A1 (en) * 2020-01-30 2023-02-16 Tensar International Corporation Sensor-enabled system and method for monitoring the health, condition, and/or status of pavement and vehicular infrastructure
RU202886U1 (en) * 2020-02-11 2021-03-11 Общество С Ограниченной Ответственностью Завод "Славрос" Flexible mesh
CN111764408B (en) * 2020-04-01 2022-03-15 安徽金联地矿科技有限公司 Be used for domatic fixed building check room in mine
CN111368483A (en) * 2020-04-02 2020-07-03 贵州正业工程技术投资有限公司 Supporting structure slope stability evaluation method based on finite element strength reduction method
CN111519598B (en) * 2020-04-22 2020-11-24 蒋贤东 Treatment device for land desertification and use method thereof
US11390015B2 (en) 2020-06-24 2022-07-19 Tensar International Corporation Multi-axial integral geogrid and methods of making and using same
US11519150B2 (en) * 2020-06-24 2022-12-06 Tensar International Corporation Horizontal mechanically stabilizing geogrid with improved geotechnical interaction
GB202101168D0 (en) 2021-01-28 2021-03-17 Tensar Tech Limited Underpinning asphalt with multiaxial geogrids
DE212021000341U1 (en) * 2021-02-26 2023-02-28 Tensar International Corporation Multilayered integral geogrids having a cellular layered structure and uses thereof
IT202100012683A1 (en) 2021-05-17 2022-11-17 Tenax Spa RETICULAR STRUCTURE AND PROCEDURE FOR THE REALIZATION OF THE SAME
WO2023122524A2 (en) * 2021-12-20 2023-06-29 Tensar International Corporation Expanded multilayer integral geogrids and methods of making and using same

Family Cites Families (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL278551A (en) * 1961-06-02
NL136829C (en) 1964-11-20
GB1261515A (en) 1968-03-20 1972-01-26 Smith & Nephew Net-like openwork structure
NO152611C (en) * 1978-10-16 1985-10-23 Plg Res PLASTIC NETWORK CONSTRUCTION, PROCEDURE FOR ITS MANUFACTURING AND USE OF THE CONSTRUCTION
US5156495B1 (en) * 1978-10-16 1994-08-30 Plg Res Plastic material mesh structure
GB2034240B (en) 1978-10-16 1983-01-19 Plg Res Plastics material mesh structure
ATE23056T1 (en) * 1981-04-03 1986-11-15 Plg Res NET STRUCTURE MADE OF PLASTIC.
BR8205805A (en) * 1981-10-05 1983-09-06 Plg Res MESH STRUCTURE OF INTEGRAL PLASTIC MATERIAL AND PROCESS FOR THE PRODUCTION OF Said MESH STRUCTURE
US4590029A (en) 1982-10-13 1986-05-20 P. L. G. Research Limited Molecularly orientating plastics material
IT1228101B (en) 1988-12-20 1991-05-28 Rdb Plastotecnica S P A V LASTRIFORM ELEMENT OF THE SINGLE-STRETCHED NET TYPE, PARTICULARLY FOR GEOTECHNICAL USE
GB8920843D0 (en) * 1989-09-14 1989-11-01 Plg Res Plastics material mesh structure
US5267816A (en) * 1989-09-14 1993-12-07 Netlon Limited Geogrids
US5269631A (en) * 1989-09-14 1993-12-14 Netlon Limited Plastics material mesh structures
DK606389D0 (en) 1989-12-01 1989-12-01 Kvm Industrimaskiner PROCEDURE FOR INSTALLING A CASTING FORM EQUIPMENT IN A BLOCKING MACHINE, AND A CASTING MACHINE AND PREPARING EQUIPMENT FOR USE THEREOF
CA2062896A1 (en) * 1991-05-24 1992-11-25 Frank Brian Mercer Plastics material mesh structure
GB9423721D0 (en) 1994-11-24 1995-01-11 Netlon Ltd Plastics material mesh structures
EP0900304B1 (en) 1996-05-21 2003-09-03 Netlon Limited Modular block retaining wall construction
US5851089A (en) * 1996-10-07 1998-12-22 Tenax Spa Composite reinforced structure including an integrated multi-layer geogrid and method of constructing the same
AR017785A1 (en) * 1997-12-03 2001-10-24 Ppg Ind Ohio Inc GEORREJILLA FOR EROSION CONTROL AND REINFORCEMENT OF SOIL MATERIAL, GEOSYNTHETIC COMPOUND AND REINFORCED SOIL COMPOUND
TW457317B (en) * 1998-11-06 2001-10-01 Bridgestone Corp Resin net and its production method, and drawn product of polyethylene based resin
JP2001323469A (en) * 2000-05-18 2001-11-22 Bridgestone Corp Method of making for resin net for reinforcing banking

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