CN103669324A - Support reinforcing geogrid - Google Patents
Support reinforcing geogrid Download PDFInfo
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- CN103669324A CN103669324A CN201310639644.0A CN201310639644A CN103669324A CN 103669324 A CN103669324 A CN 103669324A CN 201310639644 A CN201310639644 A CN 201310639644A CN 103669324 A CN103669324 A CN 103669324A
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- reinforcing
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- support reinforcing
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Abstract
The invention discloses a support reinforcing geogrid which comprises a base cloth layer and a reinforcing grid layer. Horizontal ribs and longitudinal ribs are mutually staggered and woven to form the reinforcing grid layer, auxiliary reinforcing connecting pieces are arranged between the horizontal ribs and the longitudinal ribs in a matched manner, and a plurality of reinforcing ribs are arranged between the auxiliary reinforcing connecting pieces and the horizontal ribs and the longitudinal ribs in a matched manner. Due to above structure, overall intensity of the support reinforcing geogrid can be improved, and the support reinforcing geogrid is high in support capacity and long in service life.
Description
Technical field
The present invention relates to geo-grid field, particularly relate to a kind of support reinforcing type geo-grid.
Background technology
Warp knitting geogrid is a kind of reinforcement material, plays reinforcing humidification in soil body engineering, and being designed to trellis state structure is in order not exclusively to isolate soil layer, to make native stone directly produce interlock, increases the globality of the soil body and the intensity that meets with stresses.Common plastics product forms because of 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, far away from fiber grid, also increases and executes lower overlap joint loss.At present domestic widely used be macromolecular material geo-grid, its performance and specification are basic identical, are to adopt the macromolecular compounds such as polyethylene through extruding, to form under uniform temperature condition.Macromolecule geo-grid itself is soft and do not have rigidity, can not blow, back-up sand soil at once, inserts the subsequent handling of the Soft Ground such as vertical drainage body, causes the engineering time to extend.
Summary of the invention
The technical problem that the present invention mainly solves is to provide a kind of support reinforcing type geo-grid, can improve whole intensity, and enabling capabilities is strong, long service life.
For solving the problems of the technologies described above, the technical scheme that the present invention adopts is: a kind of support reinforcing type geo-grid is provided, comprise: base cloth layer and reinforcement grid layer, described reinforcement grid layer comprises that transverse ribs and the interlaced establishment of longitudinal rib form, between described transverse ribs and longitudinal rib, be equipped with assistant reinforcement connector, between described assistant reinforcement connector and transverse ribs and longitudinal rib, be equipped with a plurality of reinforcing ribs.
In a preferred embodiment of the present invention, the cross section of described reinforcing rib is rounded, and described reinforcing rib is high strength glass fiber.
In a preferred embodiment of the present invention, described assistant reinforcement connector cross section is rounded, and described assistant reinforcement connector is connected on transverse ribs and longitudinal rib by supersonic welding.
In a preferred embodiment of the present invention, described transverse ribs and longitudinal rib are formed through high density polyethylene (HDPE) interlayer parcel by glass fiber.
In a preferred embodiment of the present invention, described base cloth layer is the nylon face bed of material.
The invention has the beneficial effects as follows: support reinforcing type geo-grid of the present invention, can improve whole intensity, enabling capabilities is strong, long service life.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme in the embodiment of the present invention, below the accompanying drawing of required use during embodiment is described is briefly described, apparently, accompanying drawing in the following describes is only some embodiments of the present invention, for those of ordinary skills, do not paying under the prerequisite of creative work, can also according to these accompanying drawings, obtain other accompanying drawing, wherein:
Fig. 1 is the structural representation of support reinforcing type geo-grid of the present invention one preferred embodiment;
In accompanying drawing, the mark of each parts is as follows: 1, base cloth layer, 2, strengthen grid layer, 3, transverse ribs, 4, longitudinal rib, 5, assistant reinforcement connector, 6, reinforcing rib.
The specific embodiment
Below the technical scheme in the embodiment of the present invention is clearly and completely described, obviously, described embodiment is only a part of embodiment of the present invention, rather than whole embodiment.Embodiment based in the present invention, those of ordinary skills, not making all other embodiment that obtain under creative work prerequisite, belong to the scope of protection of the invention.
Refer to Fig. 1, a kind of support reinforcing type geo-grid, comprise: base cloth layer 1 and reinforcement grid layer 2, described reinforcement grid layer comprises that transverse ribs 3 and the interlaced establishment of longitudinal rib 4 form, between described transverse ribs 3 and longitudinal rib 4, be equipped with assistant reinforcement connector 5, between described assistant reinforcement connector 5 and transverse ribs 3 and longitudinal rib 4, be equipped with a plurality of reinforcing ribs 6.
In addition, the cross section of described reinforcing rib 6 is rounded, and described reinforcing rib is high strength glass fiber.
In addition, described assistant reinforcement connector 5 cross sections are rounded, and described assistant reinforcement connector 5 is connected on transverse ribs 3 and longitudinal rib 4 by supersonic welding.
In addition, described transverse ribs 3 and longitudinal rib 4 are formed through high density polyethylene (HDPE) interlayer parcel by glass fiber.
In addition, described base cloth layer 1 is the nylon face bed of material.
Be different from prior art, support reinforcing type geo-grid of the present invention, can improve whole intensity, and enabling capabilities is strong, long service life.
The foregoing is only embodiments of the invention; not thereby limit the scope of the claims of the present invention; every equivalent structure or conversion of equivalent flow process that utilizes manual of the present invention and accompanying drawing content to do; or be directly or indirectly used in other relevant technical fields, be all in like manner included in scope of patent protection of the present invention.
Claims (5)
1. a support reinforcing type geo-grid, it is characterized in that, comprise: base cloth layer and reinforcement grid layer, described reinforcement grid layer comprises that transverse ribs and the interlaced establishment of longitudinal rib form, between described transverse ribs and longitudinal rib, be equipped with assistant reinforcement connector, between described assistant reinforcement connector and transverse ribs and longitudinal rib, be equipped with a plurality of reinforcing ribs.
2. support reinforcing type geo-grid according to claim 1, is characterized in that, the cross section of described reinforcing rib is rounded, and described reinforcing rib is high strength glass fiber.
3. support reinforcing type geo-grid according to claim 1, is characterized in that, described assistant reinforcement connector cross section is rounded, and described assistant reinforcement connector is connected on transverse ribs and longitudinal rib by supersonic welding.
4. support reinforcing type geo-grid according to claim 1, is characterized in that, described transverse ribs and longitudinal rib are formed through high density polyethylene (HDPE) interlayer parcel by glass fiber.
5. support reinforcing type geo-grid according to claim 1, is characterized in that, described base cloth layer is the nylon face bed of material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310639644.0A CN103669324A (en) | 2013-12-04 | 2013-12-04 | Support reinforcing geogrid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310639644.0A CN103669324A (en) | 2013-12-04 | 2013-12-04 | Support reinforcing geogrid |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103669324A true CN103669324A (en) | 2014-03-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310639644.0A Pending CN103669324A (en) | 2013-12-04 | 2013-12-04 | Support reinforcing geogrid |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103669324A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN107881874A (en) * | 2017-11-13 | 2018-04-06 | 福建工程学院 | A kind of ecological permeable concrete structure road surface with holes |
-
2013
- 2013-12-04 CN CN201310639644.0A patent/CN103669324A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN107881874A (en) * | 2017-11-13 | 2018-04-06 | 福建工程学院 | A kind of ecological permeable concrete structure road surface with holes |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140326 |