CN203569554U - Reinforcement assisting type geogrid - Google Patents
Reinforcement assisting type geogrid Download PDFInfo
- Publication number
- CN203569554U CN203569554U CN201320593478.0U CN201320593478U CN203569554U CN 203569554 U CN203569554 U CN 203569554U CN 201320593478 U CN201320593478 U CN 201320593478U CN 203569554 U CN203569554 U CN 203569554U
- Authority
- CN
- China
- Prior art keywords
- tape splicing
- support bar
- grid
- reinforced company
- reinforcement type
- 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
Images
Landscapes
- Body Structure For Vehicles (AREA)
Abstract
The utility model discloses a reinforcement assisting type geogrid. The reinforcement assisting type geogrid comprises transverse ribs and longitudinal ribs, wherein the transverse ribs and the longitudinal ribs are interwoven to form a plurality of grids, reinforcing connecting bands are arranged inside the grids respectively, each reinforcing connecting band is connected to the four corners of the corresponding grid, a supporting strip is correspondingly arranged on each reinforcing connecting band, and the supporting strips are aluminum alloy supporting strips. According to the reinforcement assisting type geogrid, supporting strength and stretch resistance performance of the reinforcement assisting type geogrid can be improved, the structure is simple, and the service life is long.
Description
Technical field
The utility model relates to geo-grid field, particularly relates to a kind of auxiliary reinforcement 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.The stretch-proof performance of existing geo-grid is poor, and easily fracture, affects result of use.
Utility model content
The technical problem that the utility model mainly solves is to provide a kind of auxiliary reinforcement type geo-grid, can improve support strength and the stretch-proof performance of geo-grid, simple in structure, long service life.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: a kind of auxiliary reinforcement type geo-grid is provided, comprise: transverse ribs and longitudinal rib, described transverse ribs and longitudinal rib interweave and form multiple grids, described grid inside is provided with reinforced company's tape splicing, described reinforced company tape splicing is connected on four jiaos of grid, and on described reinforced company tape splicing, correspondence is provided with support bar, and described support bar is aluminium alloys support bar.
In preferred embodiment of the utility model, described reinforced company tape splicing is connected on transverse ribs and longitudinal rib by supersonic welding, and described reinforced company tape splicing is high-strength basalt fiber.
In preferred embodiment of the utility model, described cross rib band and longitudinal rib band are formed by high density poly propylene interlayer parcel.
In preferred embodiment of the utility model, described support bar is connected on reinforced company's tape splicing by adhesive, and described support bar surface is provided with friction part.
In preferred embodiment of the utility model, the cross section of the shape of described support bar and reinforced company's tape splicing is cross.
The beneficial effects of the utility model are: the utility model is assisted reinforcement type geo-grid, can improve support strength and the stretch-proof performance of geo-grid, simple in structure, long service life.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme in the utility model embodiment, below the accompanying drawing of required use during embodiment is described is briefly described, apparently, accompanying drawing in the following describes is only embodiment more of the present utility model, for those of ordinary skills, do not paying under the prerequisite of creative work, can also obtain according to these accompanying drawings other accompanying drawing, wherein:
Fig. 1 is the structural representation of auxiliary reinforcement type geo-grid one preferred embodiment of the utility model;
In accompanying drawing, the mark of each parts is as follows: 1, transverse ribs, 2, longitudinal rib, 3, reinforced company's tape splicing, 4, support bar.
The specific embodiment
To the technical scheme in the utility model embodiment be clearly and completely described below, obviously, described embodiment is only a part of embodiment of the present utility model, rather than whole embodiment.Based on the embodiment in the utility model, those of ordinary skills are not making all other embodiment that obtain under creative work prerequisite, all belong to the scope of the utility model protection.
Refer to Fig. 1, a kind of auxiliary reinforcement type geo-grid, comprise: transverse ribs 1 and longitudinal rib 2, described transverse ribs 1 and longitudinal rib 2 interweave and form multiple grids, described grid inside is provided with reinforced company's tape splicing 3, described reinforced company tape splicing 3 is connected on four jiaos of grid, and on described reinforced company tape splicing 3, correspondence is provided with support bar 4, and described support bar 4 is aluminium alloys support bar.
In addition, described reinforced company tape splicing 3 is connected on transverse ribs 1 and longitudinal rib 2 by supersonic welding, and described reinforced company tape splicing 3 is high-strength basalt fiber.
In addition, described cross rib band 1 and longitudinal rib band 2 are formed by high density poly propylene interlayer parcel.
In addition, described support bar 4 is connected on reinforced company's tape splicing 3 by adhesive, and described support bar 4 surfaces are provided with friction part.
In addition, the cross section of the shape of described support bar 4 and reinforced company's tape splicing 3 is cross.
Be different from prior art, the utility model is assisted reinforcement type geo-grid, can improve support strength and the stretch-proof performance of geo-grid, simple in structure, long service life.
The foregoing 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 conversion of equivalent flow process that utilizes the utility model manual 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 utility model.
Claims (5)
1. an auxiliary reinforcement type geo-grid, it is characterized in that, comprise: transverse ribs and longitudinal rib, described transverse ribs and longitudinal rib interweave and form multiple grids, described grid inside is provided with reinforced company's tape splicing, described reinforced company tape splicing is connected on four jiaos of grid, and on described reinforced company tape splicing, correspondence is provided with support bar, and described support bar is aluminium alloys support bar.
2. auxiliary reinforcement type geo-grid according to claim 1, is characterized in that, described reinforced company tape splicing is connected on transverse ribs and longitudinal rib by supersonic welding, and described reinforced company tape splicing is high-strength basalt fiber.
3. auxiliary reinforcement type geo-grid according to claim 1, is characterized in that, described cross rib band and longitudinal rib band are formed by high density poly propylene interlayer parcel.
4. auxiliary reinforcement type geo-grid according to claim 1, is characterized in that, described support bar is connected on reinforced company's tape splicing by adhesive, and described support bar surface is provided with friction part.
5. auxiliary reinforcement type geo-grid according to claim 1, is characterized in that, the cross section of the shape of described support bar and reinforced company's tape splicing is cross.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320593478.0U CN203569554U (en) | 2013-09-25 | 2013-09-25 | Reinforcement assisting type geogrid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320593478.0U CN203569554U (en) | 2013-09-25 | 2013-09-25 | Reinforcement assisting type geogrid |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203569554U true CN203569554U (en) | 2014-04-30 |
Family
ID=50537293
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320593478.0U Expired - Fee Related CN203569554U (en) | 2013-09-25 | 2013-09-25 | Reinforcement assisting type geogrid |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203569554U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105332367A (en) * | 2014-08-06 | 2016-02-17 | 许炎章 | Reinforced breathable geogrid |
-
2013
- 2013-09-25 CN CN201320593478.0U patent/CN203569554U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105332367A (en) * | 2014-08-06 | 2016-02-17 | 许炎章 | Reinforced breathable geogrid |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102777708B (en) | Fiber-woven pultrusion pipeline and production method | |
| CN205026238U (en) | Compound pipe of PE three -layer composite steel mesh skeleton reinforcing | |
| CN103485324A (en) | Auxiliary reinforced geogrid | |
| CN203927108U (en) | A kind of steel wire mesh framework composite tube material | |
| CN103580598B (en) | A kind of polyurethane solar energy panel frame | |
| CN203569554U (en) | Reinforcement assisting type geogrid | |
| CN103688797A (en) | Novel high-strength plastic film structure | |
| CN103660399A (en) | High-tensile plastic film | |
| CN204554097U (en) | A kind of ultrahigh molecular weight polyethylene composite pipe with steel wire mesh skeletons material | |
| CN103669324A (en) | Support reinforcing geogrid | |
| CN103015393A (en) | Reinforced soil engineering grid | |
| CN204134744U (en) | A kind of electroconductive frp regular hexagon anode tube | |
| CN103485323A (en) | High-strength stretching-resistant geogrid | |
| CN203021983U (en) | Reinforced type geogrid | |
| CN203569553U (en) | High-strength stretch-resistant geogrid | |
| CN102797917B (en) | Pressure pipe wound by polyethylene sandwich reinforcement rib plate strips in reciprocating manner and machining method | |
| CN202561278U (en) | Glass reinforced plastic reinforced pipe relating to continuous tensile braiding molding | |
| CN102995617A (en) | High-strength geogrid | |
| CN204254237U (en) | Novel bar pin assembling type glass-fiber reinforced plastic grille sheet material | |
| CN204284894U (en) | Oval composite pipe | |
| CN203021984U (en) | Stretch-proof geogrid | |
| CN206647634U (en) | A kind of bamboo base composite pipe being made up of the braiding mat make of thin bamboo strips | |
| CN206988599U (en) | A kind of weatherable type pvc pipe | |
| CN103741666A (en) | Enhanced earthwork grid | |
| CN206253238U (en) | A kind of electroconductive frp anode tube of continuous pultrusion |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140430 Termination date: 20140925 |
|
| EXPY | Termination of patent right or utility model |