CN203021983U - Reinforced type geogrid - Google Patents
Reinforced type geogrid Download PDFInfo
- Publication number
- CN203021983U CN203021983U CN 201220625987 CN201220625987U CN203021983U CN 203021983 U CN203021983 U CN 203021983U CN 201220625987 CN201220625987 CN 201220625987 CN 201220625987 U CN201220625987 U CN 201220625987U CN 203021983 U CN203021983 U CN 203021983U
- Authority
- CN
- China
- Prior art keywords
- grizzly bar
- utility
- reinforcing ribs
- model
- grid bars
- 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
Links
Landscapes
- Woven Fabrics (AREA)
Abstract
The utility model discloses a reinforced type geogrid which comprises transverse grid bars and longitudinal grid bars, wherein the transverse grid bars and the longitudinal grid bars mutually intersect to form a plurality of grids, a reinforcing layer is correspondingly arranged inside in each grid, the plurality of reinforcing layers are formed by interweaving a plurality of reinforcing ribs, and the plurality of reinforcing ribs are respectively and mutually connected with the transverse grid bars and the longitudinal grid bars. By means of the mode, the reinforced type geogrid can be prevented from damage due to stretching, is high in strength and long in service life.
Description
Technical field
The utility model relates to the geo-grid field, particularly relates to a kind of reinforced civil grille.
Background technology
Warp knitting geogrid is a kind of reinforcement material, plays the reinforcing humidification in soil body engineering, 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 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 also increases and executes lower overlap joint loss far away from fiber grid.At present domestic widely used be the macromolecular material geo-grid, its performance and specification are basic identical, are to adopt the macromolecular compound such as polyethylene to form through extruding under the uniform temperature condition.The stretch-proof performance of existing geo-grid is relatively poor, and easily fracture, affect result of use.Therefore, need to propose a kind of geo-grid with stretch-proof performance preferably.
The utility model content
The technical problem that the utility model mainly solves is to provide a kind of reinforced civil grille, can prevent that geo-grid is destroyed due to stretching, and intensity is high, 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 civil grille is provided, comprise: laterally grizzly bar and vertically grizzly bar, described horizontal grizzly bar and vertical interlaced braiding of grizzly bar form a plurality of grids, the inner correspondence of described each grid is provided with enhancement Layer, described a plurality of enhancement Layer comprises that a plurality of reinforcing ribs are interwoven, and described a plurality of reinforcing ribs are connected with vertical grizzly bar with horizontal grizzly bar respectively.
In preferred embodiment of the utility model, described reinforcing rib is high strength glass fiber.
In preferred embodiment of the utility model, described horizontal grizzly bar and ordinate grizzly bar are the polyethylene fibre long filament.
In preferred embodiment of the utility model, described a plurality of reinforcing ribs are connected on horizontal grizzly bar and vertical grizzly bar by supersonic welding.
In preferred embodiment of the utility model, the cross section of described reinforcing rib is rounded.
The beneficial effects of the utility model are: the utility model reinforced civil grille can prevent that geo-grid is destroyed due to stretching, and intensity is high, long service life.
Description of drawings
Fig. 1 is the structural representation of the utility model reinforced civil grille one preferred embodiment;
In accompanying drawing, the mark of each parts is as follows: 1, horizontal grizzly bar, 2, vertical grizzly bar, 3, grid, 4, reinforcing rib.
The specific embodiment
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described in detail, thereby so that advantage of the present utility model and feature can be easier to be it will be appreciated by those skilled in the art that, protection domain of the present utility model is made more explicit defining.
See also Fig. 1, a kind of reinforced civil grille, comprise: laterally grizzly bar 1 and vertically grizzly bar 2, described horizontal grizzly bar 1 and vertical interlaced braiding of grizzly bar 2 form a plurality of grids 3, the inner correspondence of described each grid 3 is provided with enhancement Layer, described a plurality of enhancement Layer comprises that a plurality of reinforcing ribs 4 are interwoven, and described a plurality of reinforcing ribs 4 are connected with vertical grizzly bar 2 with horizontal grizzly bar 1 respectively.
In addition, described reinforcing rib 4 is high strength glass fiber, and glass fiber can effectively improve the intensity of geo-grid.
In addition, described horizontal grizzly bar 1 and ordinate grizzly bar 2 are the polyethylene fibre long filament, and the polyethylene fibre yarn strength is high, modulus is large, density is little, toughness is good.
In addition, described a plurality of reinforcing ribs 4 are connected on horizontal grizzly bar 1 and vertical grizzly bar 2 by supersonic welding, and ultrasonic bonding is more firm, and reinforcing rib 4 is fastened on horizontal grizzly bar 1 and vertical grizzly bar 2.
In addition, the cross section of described reinforcing rib 4 is rounded.
Be different from prior art, the utility model reinforced civil grille can prevent that geo-grid is destroyed due to stretching, and intensity is high, long service life.
The above is only embodiment of the present utility model; not thereby limit the scope of the claims of the present utility model; every equivalent structure or equivalent flow process conversion that utilizes the utility model manual and accompanying drawing content to do; or directly or indirectly be used in other relevant technical fields, all in like manner be included in scope of patent protection of the present utility model.
Claims (4)
1. reinforced civil grille, it is characterized in that, comprise: laterally grizzly bar and vertically grizzly bar, described horizontal grizzly bar and vertical interlaced braiding of grizzly bar form a plurality of grids, the inner correspondence of described each grid is provided with enhancement Layer, described a plurality of enhancement Layer comprises that a plurality of reinforcing ribs are interwoven, and described a plurality of reinforcing ribs are connected with vertical grizzly bar with horizontal grizzly bar respectively, and the cross section of described reinforcing rib is rounded.
2. reinforced civil grille according to claim 1, is characterized in that, described reinforcing rib is high strength glass fiber.
3. reinforced civil grille according to claim 1, is characterized in that, described horizontal grizzly bar and ordinate grizzly bar are the polyethylene fibre long filament.
4. reinforced civil grille according to claim 1, is characterized in that, described a plurality of reinforcing ribs are connected on horizontal grizzly bar and vertical grizzly bar by supersonic welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220625987 CN203021983U (en) | 2012-11-23 | 2012-11-23 | Reinforced type geogrid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220625987 CN203021983U (en) | 2012-11-23 | 2012-11-23 | Reinforced type geogrid |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203021983U true CN203021983U (en) | 2013-06-26 |
Family
ID=48645977
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220625987 Expired - Fee Related CN203021983U (en) | 2012-11-23 | 2012-11-23 | Reinforced type geogrid |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203021983U (en) |
Cited By (2)
| 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 |
| CN103741666A (en) * | 2013-12-25 | 2014-04-23 | 广西科技大学 | Enhanced earthwork grid |
-
2012
- 2012-11-23 CN CN 201220625987 patent/CN203021983U/en not_active Expired - Fee Related
Cited By (2)
| 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 |
| CN103741666A (en) * | 2013-12-25 | 2014-04-23 | 广西科技大学 | Enhanced earthwork grid |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202787813U (en) | Three-dimensional reinforced heat insulation and decoration integral composite plate | |
| CN103015393A (en) | Reinforced soil engineering grid | |
| CN202882222U (en) | Reinforcing fabric with three-dimensional grids | |
| CN104277295A (en) | Preparation method of glass fiber reinforced geogrids | |
| CN203021983U (en) | Reinforced type geogrid | |
| CN202227329U (en) | Reinforced geogrid | |
| CN104404942A (en) | Method for manufacturing sandwich sheet and geocell manufactured through sandwich sheet | |
| CN105821735A (en) | Technology for enhancing crack-resistance performance of cement concrete pavement by glass fiber mesh | |
| CN201981527U (en) | Coating consolidation type glass-plastic composite geogrid | |
| CN103669324A (en) | Support reinforcing geogrid | |
| CN103243482A (en) | High-strength non-woven fabric | |
| CN103485324A (en) | Auxiliary reinforced geogrid | |
| CN102995617A (en) | High-strength geogrid | |
| CN103741666A (en) | Enhanced earthwork grid | |
| CN201460031U (en) | Reinforced type alkali-proof glass fiber mesh | |
| CN103485323A (en) | High-strength stretching-resistant geogrid | |
| CN102995618A (en) | Stereoscopic geogrid | |
| CN203569553U (en) | High-strength stretch-resistant geogrid | |
| CN101871556A (en) | Pultruded bamboo fiber reinforce plastic wrapped inorganic core composite plate and molding method thereof | |
| CN203021984U (en) | Stretch-proof geogrid | |
| CN105220308B (en) | A kind of impact resistant composite material fabric | |
| CN206538541U (en) | A kind of carbon fiber glass blended fabric | |
| CN102979072A (en) | Compound compression-resistant geogrid | |
| CN102852131A (en) | Anti-pressure geogrid | |
| CN203904968U (en) | Construction grating |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20130626 Termination date: 20131123 |