CN204551420U - Anti-slip steel moulds compound geogrid - Google Patents
Anti-slip steel moulds compound geogrid Download PDFInfo
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- CN204551420U CN204551420U CN201520089647.6U CN201520089647U CN204551420U CN 204551420 U CN204551420 U CN 204551420U CN 201520089647 U CN201520089647 U CN 201520089647U CN 204551420 U CN204551420 U CN 204551420U
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Abstract
The utility model relates to civil engineering material technical field, particularly relates to anti-slip steel and moulds compound geogrid.Comprise square-grid framework, the vertical transverse ribs of composite material and T-type structure, is characterized in that: the vertical transverse ribs order of described T-type structure rearranges, and described composite material also comprises the material such as steel wire, resin.The utility model adopts steel and plastic composite material, is out of shape little, and tensile strength is large, overcomes the shortcoming that plastic grill distortion is large, creep is large, enhances integrally-built non-skid property with the vertical transverse ribs of T-type structure.
Description
Technical field
The utility model relates to civil engineering material technical field, particularly relates to anti-slip steel and moulds compound geogrid.
Background technology
Steel plastic compount geo-grid is rolled into high strength tapes by high-tensile steel wires by high density polyethylene (HDPE), at a right angle by plane longitude and latitude, through the geosynthetics that ultrasonic bonding is shaping, change the pulling force size of rib tape with different mesh diameter and steel wire radical according to requirement of engineering.Be divided into unidirectional, bonding welding geo-grid (GDZ) with two-way, bond and weld geo-grid (GSZ).
Steel plastic compount geo-grid is with high-tensile steel wires, through specially treated, with polyethylene (PE) or polypropylene (PP), and add other auxiliary agents, make it to become compound high-strength pulling-resisting band by extruding, and there is coarse embossing on surface, single tape thus, through longitudinal and transverse establishment at a certain distance or clamping arrangement, adopt the bonding welding technology of special strengthening to weld its interface point and shaping, be then called reinforced geo-grid or steel plastic compount geo-grid.
At present, in the technique of steel plastic compount geo-grid, the decorative pattern that its surface produces is used for increasing skin friction, simple in technique degree, but has slope, and antiskid requires weak point appears in high application.
Utility model content
For solving the problems of the technologies described above, the present invention is achieved by the following technical solutions:
Anti-slip steel moulds compound geogrid, comprises square-grid framework, the vertical transverse ribs of composite material and T-type structure: the vertical transverse ribs order of described T-type structure rearranges.
Further, the vertical transverse ribs of described T-type structure, at the rib consistency of thickness in horizontal and vertical direction, and the height≤20mm of longitudinal rib.
Further, the fabric width≤10m of described geo-grid.
The good effect that the utility model has is:
The utility model order adopts steel and plastic composite material, is out of shape little, and tensile strength is large, overcomes the shortcoming that plastic grill distortion is large, creep is large, enhances integrally-built non-skid property with the vertical transverse ribs of T-type structure.
Accompanying drawing explanation
Below in conjunction with the embodiment in accompanying drawing, the utility model is described in further detail, but do not form any restriction of the present utility model.
Fig. 1 is that anti-slip steel of the present utility model moulds compound geogrid structural representation;
Fig. 2 is that anti-slip steel of the present utility model moulds compound geogrid floor map.
Detailed description of the invention
In order to make the utility model object, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the utility model, and be not used in restriction utility model.
Fig. 1 is that anti-slip steel of the present utility model moulds compound geogrid structural representation.
A kind of high density Unidirectional stretched plastic geogrid, comprise square-grid framework, the vertical transverse ribs of composite material and T-type structure, is characterized in that: the vertical transverse ribs order of described T-type structure rearranges.
Wherein, the vertical transverse ribs of described T-type structure, at the rib consistency of thickness in horizontal and vertical direction, and the height≤20mm of longitudinal rib.
Wherein, the fabric width≤10m of described geo-grid.
As shown in the figure, anti-slip steel moulds compound geogrid, and structure is latticed, the vertical transverse ribs of T-type structure is uniformly distributed arrangement, and carrying out welding procedure by ultrasonic wave, T-type structure can strengthen the non-skid property of structure, and composite material is specifically with high-tensile steel wires, through specially treated, with polyethylene (PE) or polypropylene (PP), and add other auxiliary agents, make it to become compound high-strength pulling-resisting band by extruding, band thus, shaping through the longitudinal and transverse arrangement of establishment at a certain distance.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all do within spirit of the present utility model and principle any amendment, equivalent to replace and improvement etc., all should be included within protection domain of the present utility model.
Claims (3)
1. anti-slip steel moulds compound geogrid, comprises square-grid framework, and the vertical transverse ribs of composite material and T-type structure, is characterized in that: the vertical transverse ribs order of described T-type structure rearranges.
2. anti-slip steel moulds compound geogrid according to claim 1, it is characterized in that, the vertical transverse ribs of described T-type structure, at the rib consistency of thickness in horizontal and vertical direction, and the height≤20mm of longitudinal rib.
3. anti-slip steel moulds compound geogrid according to claim 1, it is characterized in that, the fabric width≤10m of described geo-grid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520089647.6U CN204551420U (en) | 2015-02-09 | 2015-02-09 | Anti-slip steel moulds compound geogrid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520089647.6U CN204551420U (en) | 2015-02-09 | 2015-02-09 | Anti-slip steel moulds compound geogrid |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204551420U true CN204551420U (en) | 2015-08-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520089647.6U Expired - Fee Related CN204551420U (en) | 2015-02-09 | 2015-02-09 | Anti-slip steel moulds compound geogrid |
Country Status (1)
| Country | Link |
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| CN (1) | CN204551420U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109778627A (en) * | 2019-03-07 | 2019-05-21 | 宇汝林 | A kind of band wedge reinforced steel plastic TGXG |
-
2015
- 2015-02-09 CN CN201520089647.6U patent/CN204551420U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109778627A (en) * | 2019-03-07 | 2019-05-21 | 宇汝林 | A kind of band wedge reinforced steel plastic TGXG |
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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: 20150812 Termination date: 20160209 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |