CN103485324A - Auxiliary reinforced geogrid - Google Patents
Auxiliary reinforced geogrid Download PDFInfo
- Publication number
- CN103485324A CN103485324A CN201310440579.9A CN201310440579A CN103485324A CN 103485324 A CN103485324 A CN 103485324A CN 201310440579 A CN201310440579 A CN 201310440579A CN 103485324 A CN103485324 A CN 103485324A
- 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.)
- Pending
Links
Images
Abstract
The invention discloses an auxiliary reinforced geogrid which comprises transverse ribs and longitudinal ribs, wherein the transverse ribs and the longitudinal ribs are interweaved to form a plurality of grids. Reinforcement connection belts are arranged in the grids and connected to four corners of the grids, and supporting strips made of aluminum alloy are correspondingly arranged on the reinforcement connection belts. By means of the mode, the supporting strength and the tensile property of the auxiliary reinforced geogrid can be improved. Furthermore, the auxiliary reinforced geogrid is simple in structure and long in service life.
Description
Technical field
The present invention relates to the geo-grid field, particularly relate to a kind of auxiliary reinforcement type geo-grid.
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, increases 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, far away from fiber grid, also increases and executes lower overlap joint loss.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 poor, and easily fracture, affect result of use.
Summary of the invention
The technical problem that the present invention 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 present invention 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 a plurality of 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 the aluminium alloys support bar.
In a preferred embodiment of the present invention, described reinforced company tape splicing is connected on transverse ribs and longitudinal rib by supersonic welding, and described reinforced company tape splicing is the high-strength basalt fiber.
In a preferred embodiment of the present invention, described cross rib band and longitudinal rib band are formed by high density poly propylene interlayer parcel.
In a preferred embodiment of the present invention, described support bar is connected on reinforced company's tape splicing by adhesive, and described support bar surface is provided with friction part.
In a preferred embodiment of the present invention, the cross section of the shape of described support bar and reinforced company's tape splicing is cross.
The invention has the beneficial effects as follows: the present invention assists the reinforcement type geo-grid, can improve support strength and the stretch-proof performance of geo-grid, simple in structure, long service life.
The accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme in the embodiment of the present invention, in below describing embodiment, the accompanying drawing of required use is briefly described, apparently, accompanying drawing in the following describes is only some embodiments of the present invention, for those of ordinary skills, under the prerequisite of not paying creative work, can also obtain other accompanying drawing according to these accompanying drawings, wherein:
Fig. 1 is the structural representation of auxiliary reinforcement type geo-grid one preferred embodiment of the present invention;
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
Below will the technical scheme in the embodiment of the present invention be 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 the creative work prerequisite, belong to the scope of protection of the invention.
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 a plurality of 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 the 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 the 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 present invention assists the 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 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 directly or indirectly be used in other relevant technical fields, all in like manner be included in scope of patent protection of the present invention.
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 a plurality of 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 the 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 the 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 |
---|---|---|---|
CN201310440579.9A CN103485324A (en) | 2013-09-25 | 2013-09-25 | Auxiliary reinforced geogrid |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310440579.9A CN103485324A (en) | 2013-09-25 | 2013-09-25 | Auxiliary reinforced geogrid |
Publications (1)
Publication Number | Publication Date |
---|---|
CN103485324A true CN103485324A (en) | 2014-01-01 |
Family
ID=49825879
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201310440579.9A Pending CN103485324A (en) | 2013-09-25 | 2013-09-25 | Auxiliary reinforced geogrid |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN103485324A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104131545A (en) * | 2014-08-01 | 2014-11-05 | 浙江友腾科技有限公司 | Geogrid |
CN104262789A (en) * | 2014-10-24 | 2015-01-07 | 安徽杰奥玛克合成材料科技有限公司 | Rosin-containing geogrid |
CN112901042A (en) * | 2021-02-22 | 2021-06-04 | 上海声望声学科技股份有限公司 | Ultra-large electrically driven sound insulation door structure of wind tunnel anechoic chamber |
-
2013
- 2013-09-25 CN CN201310440579.9A patent/CN103485324A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104131545A (en) * | 2014-08-01 | 2014-11-05 | 浙江友腾科技有限公司 | Geogrid |
CN104262789A (en) * | 2014-10-24 | 2015-01-07 | 安徽杰奥玛克合成材料科技有限公司 | Rosin-containing geogrid |
CN112901042A (en) * | 2021-02-22 | 2021-06-04 | 上海声望声学科技股份有限公司 | Ultra-large electrically driven sound insulation door structure of wind tunnel anechoic chamber |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103485324A (en) | Auxiliary reinforced geogrid | |
US20130108815A1 (en) | Spacer | |
CN104421572A (en) | Anti-corrosive refractory glass steel tube | |
CN205026238U (en) | Compound pipe of PE three -layer composite steel mesh skeleton reinforcing | |
CN104818703A (en) | Aramid fiber high-strength geogrid | |
CN103688797A (en) | Novel high-strength plastic film structure | |
CN103580598B (en) | A kind of polyurethane solar energy panel frame | |
CN103015393A (en) | Reinforced soil engineering grid | |
CN203569554U (en) | Reinforcement assisting type geogrid | |
CN103669324A (en) | Support reinforcing geogrid | |
CN203021983U (en) | Reinforced type geogrid | |
CN202509171U (en) | S-shaped PVA (Polyvinyl Acetate) fiber | |
CN204922248U (en) | Modified molten sulphur transports pipeline | |
CN203569553U (en) | High-strength stretch-resistant geogrid | |
CN103485323A (en) | High-strength stretching-resistant geogrid | |
CN103741666A (en) | Enhanced earthwork grid | |
CN204254237U (en) | Novel bar pin assembling type glass-fiber reinforced plastic grille sheet material | |
CN204773653U (en) | Combined material ribbon, combined material spread layer and combined material | |
CN203021984U (en) | Stretch-proof geogrid | |
CN102979072A (en) | Compound compression-resistant geogrid | |
CN204023888U (en) | Strand tapered anchorage | |
CN204000644U (en) | Large-span prestressed concrete bridge bracing means under tropical monsson climate | |
CN103669323A (en) | Reinforced compressive geogrid | |
CN206538541U (en) | A kind of carbon fiber glass blended fabric | |
CN105440587A (en) | High-strength nano carbonfibercomposite material |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
WD01 | Invention patent application deemed withdrawn after publication | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140101 |