CN201411679Y - High-strength glass-plastic compound geogrid - Google Patents
High-strength glass-plastic compound geogrid Download PDFInfo
- Publication number
- CN201411679Y CN201411679Y CN2009200424060U CN200920042406U CN201411679Y CN 201411679 Y CN201411679 Y CN 201411679Y CN 2009200424060 U CN2009200424060 U CN 2009200424060U CN 200920042406 U CN200920042406 U CN 200920042406U CN 201411679 Y CN201411679 Y CN 201411679Y
- Authority
- CN
- China
- Prior art keywords
- geogrid
- glass
- rib belts
- glass fiber
- compound geogrid
- 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
- Ropes Or Cables (AREA)
Abstract
The utility model relates to a high-strength glass-plastic compound geogrid, which consists of a plurality of rib belts (3) which are arranged a criss-cross way, and is characterized in that the rib belts (3) are formed by coating a high-density polyethylene interlayer (2) with a glass fiber belt (1). The glass fiber beam (1) consists of a plurality of glass fiber wires. The rib belts (3) are welded into a whole body by ultrasonic wave. The high-strength glass-plastic compound geogrid strengthens the tensile strength of the geogrid, improves the creep resistant performance of the geogrid and prolongs the service life of the geogrid, and at the same time, the compound geogrid can resist corrosion and is light. The rib belts are vertically and horizontally welded with the rib belts by the ultrasonic wave. The tensile force can be changed by the diameter of the quantity of the glass fiber wires in the rib belts according to engineering requirements.
Description
Technical field
The utility model relates to geotechnological material application, and a kind of high strength glass that specifically is applied to fields such as Highway Foundation, railway ground is moulded compound geogrid.
Background technology
In engineering constructions such as current highway foundation, railway ground, widespread usage its objective is the soil body is reinforced to soil body reinforcement material, the stable cracking that prevents the road surface simultaneously that reaches the soil body, displacement etc.Improve workmanship.The ground of domestic production at present geo-grid pattern is various, and the most frequently used is tabular plastic grill, and this grid tensile strength is low, and creep rate is big.In order to solve the shortcoming of this grid, existing enterprise invents a kind of steel and moulds compound geogrid, and effect is obvious, but the steel wire time that steel is moulded in the compound grid grown easy corrosion, limited the application life of grid.This grid cost of production height, material weigh simultaneously.The purpose of this utility model is a kind of tensile strength height of invention, and corrosion-resistant, creep is little, long service life, and cost of production is low, the grid that material is light.
Summary of the invention
The purpose of this utility model is a kind of tensile strength height of invention, and corrosion-resistant, creep is little, long service life, and cost of production is low, the grid that material is light.
The technical solution of the utility model is:
A kind of high strength glass is moulded compound geogrid, is made up of the muscle band of some criss-cross arrangements, and described muscle band is formed through high density polyethylene (HDPE) interlayer parcel by the glass bundle.
Described glass bundle is made up of many glass silks.
Described muscle band is welded as a whole through ultrasonic.
The beneficial effects of the utility model are:
The utility model novel structure, simple and practical, with low cost, easy to use, sturdy and durable.High strength glass of the present utility model is moulded the tensile strength that compound geogrid had both strengthened grid, has improved the creep-resistant property of grid, has prolonged the application life of grid again, and this grid is corrosion-resistant simultaneously, and material is light.Muscle band and muscle band are welded by ultrasonic in length and breadth.Glass bundle in the muscle band can change the pulling force size of muscle band according to requirement of engineering with different-diameter and radical.
Description of drawings
Fig. 1 is the utility model structural representation.
Fig. 2 is that enlarged diagram is analysed and observe in A-A direction cross section among Fig. 1.
Among the figure: 1 is that glass bundle, 2 is that high density polyethylene (HDPE) interlayer, 3 is the muscle band.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further described:
As Fig. 1, a kind of high strength glass is moulded compound geogrid, is made up of the muscle band 3 of some criss-cross arrangements, it is characterized in that described muscle band 3 is formed through high density polyethylene (HDPE) interlayer 2 parcels by glass bundle 1.
Glass bundle 1 is made up of many glass silks.Muscle band 3 is welded as a whole through ultrasonic.
As Fig. 2, muscle band 3 is formed by glass bundle 1 and high density polyethylene (HDPE) interlayer 2 parcels, has both strengthened the tensile strength of grid, has improved the creep-resistant property of grid, has prolonged the application life of grid again, and this grid is corrosion-resistant simultaneously, and material is light.The connecting portion of muscle band 3 and muscle band 3 is welded as a whole by ultrasonic.Glass bundle 1 in the muscle band 3 can change the pulling force size of muscle band 3 according to requirement of engineering with different-diameter and radical.
Claims (3)
1. a high strength glass is moulded compound geogrid, is made up of the muscle band (3) of some criss-cross arrangements, it is characterized in that described muscle band (3) is formed through high density polyethylene (HDPE) interlayer (2) parcel by glass bundle (1).
2. high strength glass according to claim 1 is moulded compound geogrid, it is characterized in that described glass bundle (1) is made up of many glass silks.
3. high strength glass according to claim 1 and 2 is moulded compound geogrid, it is characterized in that described muscle band (3) is welded as a whole through ultrasonic.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200424060U CN201411679Y (en) | 2009-06-19 | 2009-06-19 | High-strength glass-plastic compound geogrid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200424060U CN201411679Y (en) | 2009-06-19 | 2009-06-19 | High-strength glass-plastic compound geogrid |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201411679Y true CN201411679Y (en) | 2010-02-24 |
Family
ID=41713566
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009200424060U Expired - Fee Related CN201411679Y (en) | 2009-06-19 | 2009-06-19 | High-strength glass-plastic compound geogrid |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201411679Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101956354A (en) * | 2009-07-16 | 2011-01-26 | 宜兴市华泰土工材料有限公司 | High-intensity glass and plastic compound geogrid |
| CN106592567A (en) * | 2016-12-02 | 2017-04-26 | 肥城联谊工程塑料有限公司 | Stripe used for earthwork standard room, production method of stripe and earthwork standard room |
| CN111234555A (en) * | 2020-03-30 | 2020-06-05 | 山东交通学院 | Geocell based on medical waste, preparation method and application |
-
2009
- 2009-06-19 CN CN2009200424060U patent/CN201411679Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101956354A (en) * | 2009-07-16 | 2011-01-26 | 宜兴市华泰土工材料有限公司 | High-intensity glass and plastic compound geogrid |
| CN106592567A (en) * | 2016-12-02 | 2017-04-26 | 肥城联谊工程塑料有限公司 | Stripe used for earthwork standard room, production method of stripe and earthwork standard room |
| CN111234555A (en) * | 2020-03-30 | 2020-06-05 | 山东交通学院 | Geocell based on medical waste, preparation method and application |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201785751U (en) | Double-tube reinforced composite material combined pile | |
| CN102383420B (en) | High-strength concrete prefabricated pile doped with fiber-reinforced plastic bar | |
| CN101892661A (en) | Double-pipe reinforced composite combined built pile | |
| CN201411679Y (en) | High-strength glass-plastic compound geogrid | |
| CN202208916U (en) | High-strength concrete prefabricated pile | |
| CN101956354A (en) | High-intensity glass and plastic compound geogrid | |
| CN104813966A (en) | Method for assembling underwater copper alloy perforated mesh of pasture type shallow sea fence farming facility | |
| RU121841U1 (en) | COMPOSITION FITTINGS | |
| CN201635079U (en) | Fiber-plastic compound geogrid | |
| CN201627128U (en) | Plastic composite geogrid | |
| CN203701073U (en) | Local reinforcement type fiber-reinforced composite material sheet pile | |
| CN102268867A (en) | Clamping reed for geogrid | |
| CN200952135Y (en) | Longitudinal loop reinforced pipe pile | |
| CN201358467Y (en) | Protection system for geotechnical protection engineering | |
| CN105830973B (en) | A kind of copper alloy of high penetration rate stretches mesh sheet and attaching method thereof | |
| CN201411680Y (en) | Reinforced high-strength geotextile | |
| CN202644524U (en) | Tubular pile steel reinforcement cage mixed with non-prestressed reinforcing steel bar | |
| CN201411678Y (en) | High-strength compound grid | |
| CN103758114A (en) | Locally-enhanced fiber-reinforced composite sheet pile | |
| CN201747116U (en) | Gabion mesh | |
| CN209146518U (en) | A kind of bis- ribs enhancing winding pipe of HDPE | |
| CN201141174Y (en) | Net rib structure article | |
| CN101956396A (en) | Ribbed high-strength geotextile | |
| CN102027865B (en) | Environmental protection energy-saving type combined greenhouse | |
| CN202274279U (en) | Enhancement type grating compounded by resins, glass fibers and steel wire fibers |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100224 Termination date: 20170619 |