US20080260464A1 - Two-in-one reinforced geogrid - Google Patents
Two-in-one reinforced geogrid Download PDFInfo
- Publication number
- US20080260464A1 US20080260464A1 US11/790,092 US79009207A US2008260464A1 US 20080260464 A1 US20080260464 A1 US 20080260464A1 US 79009207 A US79009207 A US 79009207A US 2008260464 A1 US2008260464 A1 US 2008260464A1
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- US
- United States
- Prior art keywords
- fabric
- woven fabric
- geogrid
- primary
- reinforced
- 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
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
Definitions
- the present invention relates to a reinforced geogrid, and more particularly to a two-in-one reinforced geogrid that has enhanced retaining strength and allows water but not sand and grit to pass therethrough.
- a conventional geogrid 10 is shown in FIG. 1 .
- the geogrid 10 includes a plurality of large meshes, which are formed by polyester bundles 11 arranged in warp and weft directions to intersect with one another.
- a plurality of small meshes 12 is further formed by weaving a plurality of warp and weft material, so as to stop and retain mud and stone.
- the conventional geogrid 10 fails to provide the function of soil and water reservation.
- a non-woven fabric having smaller meshes is used with the large meshes of the conventional geogrid 10 , the non-woven fabric has low washout resistance and is easily damaged to have shortened service life.
- a primary object of the present invention is to provide a two-in-one reinforced geogrid that has enhanced retaining strength and allows water but not sand and grit to pass therethrough, so as to effectively avoid river silting and mudflows.
- the two-in-one reinforced geogrid according to the present invention includes a primary fabric having a plurality of large and small meshes, and a non-woven fabric having a plurality of fine pores.
- the non-woven fabric is fixed onto the primary fabric to together with the primary fabric produce an enhanced retaining strength.
- the fine pores on the non-woven fabric have sizes allowing water but not sand and grit to pass therethrough, and therefore effectively separate water from sand and grit to avoid river silting and mudflows.
- FIG. 1 is a front view of a conventional reinforced geogrids
- FIG. 2 is a front view of a two-in-one reinforced geogrid according to the present invention.
- FIG. 3 is a sectional view of a primary fabric for the two-in-one reinforced geogrid of the present invention.
- FIG. 4 is a front view of a non-woven fabric for the two-in-one reinforced geogrid of the present invention.
- FIG. 5 is a rear view of the two-in-one reinforced geogrid of the present invention.
- a two-in-one reinforced geogrid according to the present invention includes a primary fabric 20 and a non-woven fabric 30 .
- FIG. 3 is a sectional view of the primary fabric 20 for the two-in-one reinforced geogrid of the present invention.
- the primary fabric 20 includes a plurality of large meshes 21 and a plurality of small meshes 22 .
- the large meshes 21 are formed using polyester fiber bundles that are arranged in warp and weft directions to lap and intersect one another, and then fixed in place by weaving. When weaving at the lapped locations, a biaxial knitted fabric is used for weaving. In the case a single yarn is used, a temporary weaving is adopted.
- the polyester warp and weft yarns 23 located at outer edges of the woven primary fabric 20 are molten to form the large meshes 21 defined by the crossed warp and weft fiber bundles.
- a plurality of thin warp and weft wires are woven to form the small meshes 22 . When weaving, more than one group of thin wires is added in both the warp and the weft directions.
- FIG. 4 is a front view of the non-woven fabric 30 for the two-in-one reinforced geogrid of the present invention.
- the non-woven fabric 30 is associated with an environment-friendly resin, and includes a plurality of fine pores 31 , the sizes of which are large enough for water but not sand and grit to pass therethrough.
- the non-woven fabric 30 associated with the environment-friendly resin has good washout resistance and does not cause public hazards.
- FIG. 5 is a rear view of the two-in-one reinforced geogrid of the present invention.
- the non-woven fabric 30 associated with the environment-friendly resin is laid over and woven onto the primary fabric 20 to form the two-in-one reinforced geogrid with enhanced retaining strength.
- the primary fabric 20 having the non-woven fabric 30 woven thereto provides increased retaining strength without the risk of having broken small meshes 22 due to excessive load of sand and grit.
- the fine pores 31 of the non-woven fabric 30 allow only water but not sand and grit to flow therethrough, the two-in-one reinforced geogrid of the present invention effectively separates water from sand and grit to avoid river silting and mudflows.
- the two-in-one reinforced geogrid according to the present invention is helpful in soil and water reservation and different geotechnical problems, and is convenient for using. It may be advantageously folded and fixed at a slope, giving the land a stable structure to achieve the purpose of soil and water reservation.
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
A two-in-one reinforced geogrid includes a primary fabric and a non-woven fabric fixed onto the primary fabric to together with the primary fabric produce an enhanced retaining strength. The non-woven fabric has a plurality of fine pores, which have sizes allowing water but not sand and grit to pass therethrough, and therefore effectively avoid river silting and mudflows. The two-in-one reinforced geogrid is convenient for using on different land surfaces, and may be advantageously folded and fixed at a slope to stabilize the land structure.
Description
- The present invention relates to a reinforced geogrid, and more particularly to a two-in-one reinforced geogrid that has enhanced retaining strength and allows water but not sand and grit to pass therethrough.
- A
conventional geogrid 10 is shown inFIG. 1 . Thegeogrid 10 includes a plurality of large meshes, which are formed bypolyester bundles 11 arranged in warp and weft directions to intersect with one another. In the large meshes, a plurality ofsmall meshes 12 is further formed by weaving a plurality of warp and weft material, so as to stop and retain mud and stone. - When the
geogrid 10 is used at slopes, fine sand and grit may still pass through thesmall meshes 12. Since thesmall meshes 12 are formed by weaving thinner warp and weft material, they do not provide sufficient retaining strength to stop excessive amount of sand and grit and tend to break. Sand and grit passing through thegeogrid 10 via thesmall meshes 12 result in river silting and mudflows. In brief, theconventional geogrid 10 fails to provide the function of soil and water reservation. When a non-woven fabric having smaller meshes is used with the large meshes of theconventional geogrid 10, the non-woven fabric has low washout resistance and is easily damaged to have shortened service life. - A primary object of the present invention is to provide a two-in-one reinforced geogrid that has enhanced retaining strength and allows water but not sand and grit to pass therethrough, so as to effectively avoid river silting and mudflows.
- To achieve the above and other objects, the two-in-one reinforced geogrid according to the present invention includes a primary fabric having a plurality of large and small meshes, and a non-woven fabric having a plurality of fine pores. The non-woven fabric is fixed onto the primary fabric to together with the primary fabric produce an enhanced retaining strength. The fine pores on the non-woven fabric have sizes allowing water but not sand and grit to pass therethrough, and therefore effectively separate water from sand and grit to avoid river silting and mudflows.
- The structure and the technical means adopted by the present invention to achieve the above and other objects can be best understood by referring to the following detailed description of the preferred embodiments and the accompanying drawings, wherein
-
FIG. 1 is a front view of a conventional reinforced geogrids; -
FIG. 2 is a front view of a two-in-one reinforced geogrid according to the present invention; -
FIG. 3 is a sectional view of a primary fabric for the two-in-one reinforced geogrid of the present invention; -
FIG. 4 is a front view of a non-woven fabric for the two-in-one reinforced geogrid of the present invention; and -
FIG. 5 is a rear view of the two-in-one reinforced geogrid of the present invention. - Please refer to
FIG. 2 . A two-in-one reinforced geogrid according to the present invention includes aprimary fabric 20 and a non-wovenfabric 30. -
FIG. 3 is a sectional view of theprimary fabric 20 for the two-in-one reinforced geogrid of the present invention. As shown, theprimary fabric 20 includes a plurality oflarge meshes 21 and a plurality ofsmall meshes 22. Thelarge meshes 21 are formed using polyester fiber bundles that are arranged in warp and weft directions to lap and intersect one another, and then fixed in place by weaving. When weaving at the lapped locations, a biaxial knitted fabric is used for weaving. In the case a single yarn is used, a temporary weaving is adopted. Finally, the polyester warp andweft yarns 23 located at outer edges of the wovenprimary fabric 20 are molten to form thelarge meshes 21 defined by the crossed warp and weft fiber bundles. In thelarge meshes 21, a plurality of thin warp and weft wires are woven to form thesmall meshes 22. When weaving, more than one group of thin wires is added in both the warp and the weft directions. -
FIG. 4 is a front view of the non-wovenfabric 30 for the two-in-one reinforced geogrid of the present invention. Thenon-woven fabric 30 is associated with an environment-friendly resin, and includes a plurality offine pores 31, the sizes of which are large enough for water but not sand and grit to pass therethrough. The non-wovenfabric 30 associated with the environment-friendly resin has good washout resistance and does not cause public hazards. -
FIG. 5 is a rear view of the two-in-one reinforced geogrid of the present invention. Thenon-woven fabric 30 associated with the environment-friendly resin is laid over and woven onto theprimary fabric 20 to form the two-in-one reinforced geogrid with enhanced retaining strength. - When the two-in-one reinforced geogrid of the present invention in a complete sheet form is spread on a land surface, the
primary fabric 20 having the non-wovenfabric 30 woven thereto provides increased retaining strength without the risk of having brokensmall meshes 22 due to excessive load of sand and grit. Moreover, since thefine pores 31 of the non-wovenfabric 30 allow only water but not sand and grit to flow therethrough, the two-in-one reinforced geogrid of the present invention effectively separates water from sand and grit to avoid river silting and mudflows. - In conclusion, the two-in-one reinforced geogrid according to the present invention is helpful in soil and water reservation and different geotechnical problems, and is convenient for using. It may be advantageously folded and fixed at a slope, giving the land a stable structure to achieve the purpose of soil and water reservation.
Claims (4)
1. A two-in-one reinforced geogrid, comprising:
a primary fabric having a plurality of large meshes and a plurality of small meshes; and
a non-woven fabric having a plurality of fine pores; the non-woven fabric being fixed onto the primary fabric to together with the primary fabric provide an enhanced retaining strength; and
the fine pores on the non-woven fabric having sizes large enough for water but not sand and grit to pass therethrough to effectively separate water from sand and grit and thereby avoid river silting and mudflows.
2. The two-in-one reinforced geogrid as claimed in claim 1 , wherein the large meshes on the primary fabric are formed using a plurality of polyester fiber bundles that are arranged in warp and weft directions to intersect with one another.
3. The two-in-one reinforced geogrid as claimed in claim 1 , wherein the small meshes on the primary fabric are formed by weaving a plurality of thin wires.
4. The two-in-one reinforced geogrid as claimed in claim 1 , wherein the non-woven fabric is associated with an environment-friendly resin to produce increased washout resistance without causing public hazards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US11/790,092 US20080260464A1 (en) | 2007-04-23 | 2007-04-23 | Two-in-one reinforced geogrid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US11/790,092 US20080260464A1 (en) | 2007-04-23 | 2007-04-23 | Two-in-one reinforced geogrid |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20080260464A1 true US20080260464A1 (en) | 2008-10-23 |
Family
ID=39872337
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US11/790,092 Abandoned US20080260464A1 (en) | 2007-04-23 | 2007-04-23 | Two-in-one reinforced geogrid |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US20080260464A1 (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4837387A (en) * | 1986-02-21 | 1989-06-06 | Akzo N.V. | Supporting fabric for bearing bulk material |
| US5091247A (en) * | 1988-12-05 | 1992-02-25 | Nicolon Corporation | Woven geotextile grid |
| US20010004917A1 (en) * | 1999-12-11 | 2001-06-28 | Edwards T. J. | Combined soil reinforcement and drainage grid |
| US6855650B1 (en) * | 2000-08-25 | 2005-02-15 | American Excelsior Company | Synthetic fiber filled erosion control blanket |
| US20050180823A1 (en) * | 2003-12-23 | 2005-08-18 | Terry Sadowski | Net free erosion control blanket |
| US20070104543A1 (en) * | 2005-11-10 | 2007-05-10 | Gse Lining Technology, Inc. | Geonet for a geocomposite |
-
2007
- 2007-04-23 US US11/790,092 patent/US20080260464A1/en not_active Abandoned
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4837387A (en) * | 1986-02-21 | 1989-06-06 | Akzo N.V. | Supporting fabric for bearing bulk material |
| US5091247A (en) * | 1988-12-05 | 1992-02-25 | Nicolon Corporation | Woven geotextile grid |
| US20010004917A1 (en) * | 1999-12-11 | 2001-06-28 | Edwards T. J. | Combined soil reinforcement and drainage grid |
| US6855650B1 (en) * | 2000-08-25 | 2005-02-15 | American Excelsior Company | Synthetic fiber filled erosion control blanket |
| US20050180823A1 (en) * | 2003-12-23 | 2005-08-18 | Terry Sadowski | Net free erosion control blanket |
| US20070104543A1 (en) * | 2005-11-10 | 2007-05-10 | Gse Lining Technology, Inc. | Geonet for a geocomposite |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| AS | Assignment |
Owner name: SEVEN STATES ENTERPRISE CO., LTD., TAIWAN Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:WANG, CHUNG-HSIUNG;REEL/FRAME:019298/0959 Effective date: 20070308 |
|
| STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |