CN202227329U - Reinforced geogrid - Google Patents

Reinforced geogrid Download PDF

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Publication number
CN202227329U
CN202227329U CN2011203606782U CN201120360678U CN202227329U CN 202227329 U CN202227329 U CN 202227329U CN 2011203606782 U CN2011203606782 U CN 2011203606782U CN 201120360678 U CN201120360678 U CN 201120360678U CN 202227329 U CN202227329 U CN 202227329U
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CN
China
Prior art keywords
warp
parallel
grid
reinforced
utility
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.)
Expired - Fee Related
Application number
CN2011203606782U
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Chinese (zh)
Inventor
魏薇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CHANGZHOU SHENDA WARP KNITTING Co Ltd
Original Assignee
CHANGZHOU SHENDA WARP KNITTING Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by CHANGZHOU SHENDA WARP KNITTING Co Ltd filed Critical CHANGZHOU SHENDA WARP KNITTING Co Ltd
Priority to CN2011203606782U priority Critical patent/CN202227329U/en
Application granted granted Critical
Publication of CN202227329U publication Critical patent/CN202227329U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a reinforced geogrid, which comprises a geogrid and a plurality of reinforcing ribs. The geogrid is of a grid-shaped integral structure consisting of longitude lines and latitude lines, the longitude lines and the latitude lines are fixed by means of welding and are mutually perpendicular, the reinforcing ribs are uniformly distributed on the geogrid and arranged on the longitude lines or the latitude lines. By the means, the reinforced geogrid is firm in structure, stable in stress, difficult to deform and long in service life.

Description

A kind of reinforced geo-technical grid
Technical field
The utility model relates to native coherence grid field, particularly relates to a kind of reinforced geo-technical grid.
Background technology
Warp knitting geogrid is a kind of reinforcement material, in soil body engineering, plays the reinforcing humidification, and being designed to the trellis state structure is in order not exclusively to isolate soil layer, to make native stone directly produce interlock, increasing the globality of the soil body and the intensity that meets with stresses.The common plastics product forms because of the congenital limitation and the hot extrusion of its raw molecule structure, and door is narrow, and rolling is short, and creep-resistant property is poor, and intensity is far away from the fiber grid, also increases to execute down to overlap loss.At present domestic widely used be the macromolecular material GSZ, its performance and specification are basic identical, are to adopt macromolecular compound such as polyvinyl under the uniform temperature condition, to form through pushing.In coastal, riverine, along the lake, wetland or Soft Ground process marshy; The use occasion of GSZ is mostly near drinking water seedbed or groundwater resources; The GSZ that adopts high-molecular organic material to process can decompose under control environment, causes the pollution to water resource.Along with the mass development of present soft foundation, the GSZ of being processed by macromolecular material in a large number is embedded in underground, causes the irreversible pollution to environment.In the treatment of soft foundation process, macromolecule GSZ itself is soft and do not have rigidity, can not blow, back-up sand soil at once, inserts the subsequent handling of Soft Ground such as vertical drainage body, causes the engineering time to prolong.And because this material is coiled material, do not have rigidity, and Unit Weight is bigger, is difficult to directly be placed on the high stream of water content and moulds the shape muck surface, and the high soft foundation of water content is difficult to be suitable for.
The utility model content
The technical problem that the utility model mainly solves provides the reinforced geo-technical grid of a kind of sound construction, stability under loading, not yielding, long service life.
For solving the problems of the technologies described above; The technical scheme that the utility model adopts is: a kind of reinforced geo-technical grid is provided, comprises: GSZ and a plurality of reinforcing rib, said GSZ are the latticed overall structure that warp and parallel are formed; Said warp and parallel are fixing through welding; Said warp and parallel are perpendicular, and said a plurality of reinforcing ribs are evenly distributed on the native coherence grid, and said reinforcing rib is arranged on warp or the parallel.
In preferred embodiment of the utility model, said warp and parallel are welded as a whole through ultrasonic.
In preferred embodiment of the utility model, said warp and parallel are high strength synthetic fibre.
In preferred embodiment of the utility model, said reinforcing rib is adhesive on warp or the parallel.
In preferred embodiment of the utility model, said reinforcing rib is the polyethylene fibre long filament.
The beneficial effect of the utility model is: the utility model reinforced geo-technical cell structure firmly, stability under loading, not yielding, long service life.
Description of drawings
Fig. 1 is the structural representation of the utility model reinforced geo-technical grid one preferred embodiment;
The mark of each parts is following in the accompanying drawing: 1, warp, 2, parallel, 3 reinforcing ribs.
The specific embodiment
Below in conjunction with accompanying drawing the preferred embodiment of the utility model is set forth in detail, thereby the protection domain of the utility model is made more explicit defining so that advantage of the utility model and characteristic can be easier to it will be appreciated by those skilled in the art that.
See also Fig. 1; A kind of reinforced geo-technical grid comprises: GSZ and a plurality of reinforcing rib, said GSZ are the latticed overall structure of warp 1 and parallel 2 compositions; Said warp 1 is fixing through welding with parallel 2; Said warp 1 is perpendicular with parallel 2, and said a plurality of reinforcing ribs 3 are evenly distributed on the native coherence grid, and said reinforcing rib 3 is arranged on warp 1 or the parallel 2.
In addition, said warp 1 and parallel 2 are welded as a whole through ultrasonic, and the ultrasonic welding makes GSZ whole stressed more even, connects more firm than traditional braiding.
In addition, said warp 1 is a high strength synthetic fibre with parallel 2, and the high strength synthetic fibre chemical property is good, has abrasion resistance preferably, impact resistance, and resistance to corrosion is strong.
In addition, said reinforcing rib 3 is adhesive on warp or the parallel.
In addition, said reinforcing rib 3 is the polyethylene fibre long filament, and the polyethylene fibre long filament has splendid abrasion resistance, good self lubricity, higher impact resistance, the low temperature resistant and chemical stability of recreation.
Be different from prior art, the utility model GSZ sound construction, stability under loading, not yielding, long service life.
The above is merely the embodiment of the utility model; Be not thus the restriction the utility model claim; Every equivalent structure or equivalent flow process conversion that utilizes the utility model manual and accompanying drawing content to be done; Or directly or indirectly be used in other relevant technical fields, all in like manner be included in the scope of patent protection of the utility model.

Claims (5)

1. reinforced geo-technical grid; It is characterized in that, comprising: GSZ and a plurality of reinforcing rib, said GSZ are the latticed overall structure that warp and parallel are formed; Said warp and parallel are fixing through welding; Said warp and parallel are perpendicular, and said a plurality of reinforcing ribs are evenly distributed on the native coherence grid, and said reinforcing rib is arranged on warp or the parallel.
2. reinforced grid geotechnique according to claim 1 is characterized in that said warp and parallel are welded as a whole through ultrasonic.
3. reinforced grid geotechnique according to claim 1 is characterized in that said warp and parallel are high strength synthetic fibre.
4. reinforced grid geotechnique according to claim 1 is characterized in that said reinforcing rib is adhesive on warp or the parallel.
5. reinforced grid geotechnique according to claim 1 is characterized in that said reinforcing rib is the polyethylene fibre long filament.
CN2011203606782U 2011-09-23 2011-09-23 Reinforced geogrid Expired - Fee Related CN202227329U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011203606782U CN202227329U (en) 2011-09-23 2011-09-23 Reinforced geogrid

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011203606782U CN202227329U (en) 2011-09-23 2011-09-23 Reinforced geogrid

Publications (1)

Publication Number Publication Date
CN202227329U true CN202227329U (en) 2012-05-23

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011203606782U Expired - Fee Related CN202227329U (en) 2011-09-23 2011-09-23 Reinforced geogrid

Country Status (1)

Country Link
CN (1) CN202227329U (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103015393A (en) * 2012-11-23 2013-04-03 常州申达经编有限公司 Reinforced soil engineering grid
CN104153342A (en) * 2014-08-01 2014-11-19 浙江友腾科技有限公司 High-strength geogrid
CN104499475A (en) * 2014-12-11 2015-04-08 马克菲尔(长沙)新型支档科技开发有限公司 Novel geogrid
CN108049385A (en) * 2017-12-13 2018-05-18 沈建清 A kind of plastic tensile TGXG
CN109295963A (en) * 2018-10-17 2019-02-01 安徽徽风新型合成材料有限公司 A kind of ageing-resistant high-strength warp knitting geogrid
CN110936074A (en) * 2019-12-14 2020-03-31 陈新姐 Welding equipment control system for threading and twisting of high-strength intelligent integral grating

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103015393A (en) * 2012-11-23 2013-04-03 常州申达经编有限公司 Reinforced soil engineering grid
CN104153342A (en) * 2014-08-01 2014-11-19 浙江友腾科技有限公司 High-strength geogrid
CN104499475A (en) * 2014-12-11 2015-04-08 马克菲尔(长沙)新型支档科技开发有限公司 Novel geogrid
CN108049385A (en) * 2017-12-13 2018-05-18 沈建清 A kind of plastic tensile TGXG
CN109295963A (en) * 2018-10-17 2019-02-01 安徽徽风新型合成材料有限公司 A kind of ageing-resistant high-strength warp knitting geogrid
CN110936074A (en) * 2019-12-14 2020-03-31 陈新姐 Welding equipment control system for threading and twisting of high-strength intelligent integral grating

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120523

Termination date: 20130923