CN204940241U - The high-strength lattice room of pillar Nanoalloy - Google Patents
The high-strength lattice room of pillar Nanoalloy Download PDFInfo
- Publication number
- CN204940241U CN204940241U CN201520466264.6U CN201520466264U CN204940241U CN 204940241 U CN204940241 U CN 204940241U CN 201520466264 U CN201520466264 U CN 201520466264U CN 204940241 U CN204940241 U CN 204940241U
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- China
- Prior art keywords
- nanoalloy
- prism
- lattice room
- strengthens
- pillar
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Abstract
The high-strength lattice room of pillar Nanoalloy, strengthens prism by some Nanoalloys and forms, and each Nanoalloy strengthens prism pulls out stretching lattice room sheet from half arc to two ends, and Nanoalloy strengthens being welded together by weld seam without traction element of prism.The utility model is strengthened prism by some Nanoalloys and is formed, Nanoalloy strengthens prism pulls out stretching lattice room sheet from half arc to two ends, effectively improve the tensile strength of lattice room vertical support intensity and weld, there is the advantage that structure is simple and tensile strength is high.
Description
Technical field
The utility model relates to technical field of civil engineering, is specifically related to the high-strength lattice room of a kind of pillar Nanoalloy.
Background technology
Geotechnical grid, have netted lattice cell structure, it is capable of expansion and contraction, and can contract during transport gathers into folds, and opens and filling soil stone or concrete material again, form the structure with powerful lateral limitation and large rigidity during use.Be widely used in firm highway, railway bed; The dyke and the shallow water river channel that bear carrying force are administered; Prevent the hybrid barricade coming down and be subject to carrying force; When running into subgrade, adopt geotechnical grid can greatly alleviate construction labour intensity, reduce roadbed thickness speed of application fast, performance is good, reduces construction costs greatly.
But current geotechnical grid is all the three-dimensional netted lattice cell structure of one formed through high-tenacity welding by polyethylene sheets, the geotechnical grid pliability of this structure is poor, during construction, need to stretch to two side stretching limits of geotechnical grid, because pliability is poor, easily there is cracking phenomena, have impact on the use of geotechnical grid.
Utility model content
The utility model provides the high-strength lattice room of a kind of pillar Nanoalloy, the problem that the pliability difference existed to solve prior art easily ftractures.
The utility model solves the technical scheme that its technical problem adopts:
A kind of high-strength lattice room of pillar Nanoalloy, strengthens prism by some Nanoalloys and forms, and each Nanoalloy strengthens prism pulls out stretching lattice room sheet from half arc to two ends, and Nanoalloy strengthens being welded together by weld seam without traction element of prism.
The utility model is strengthened prism by some Nanoalloys and is formed, Nanoalloy strengthens prism pulls out stretching lattice room sheet from half arc to two ends, effectively improve the tensile strength of lattice room vertical support intensity and weld, there is the advantage that structure is simple and tensile strength is high.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model.
In figure, 1 Nanoalloy strengthens prism, 2 stretching lattice room sheets, 3 weld seams.
Detailed description of the invention
As shown in the figure, a kind of high-strength lattice room of pillar Nanoalloy, strengthen prism 1 by some Nanoalloys to form, each Nanoalloy strengthens prism 1 pulls out stretching lattice room sheet 2 from half arc to two ends, and Nanoalloy strengthens being welded together by weld seam 3 without traction element of prism 1.
The utility model is strengthened prism by some Nanoalloys and is formed, Nanoalloy strengthens prism pulls out stretching lattice room sheet from half arc to two ends, effectively improve the tensile strength of lattice room vertical support intensity and weld, there is the advantage that structure is simple and tensile strength is high.
Claims (1)
1. the high-strength lattice room of pillar Nanoalloy, it is characterized in that strengthening prism by some Nanoalloys forms, each Nanoalloy strengthens prism pulls out stretching lattice room sheet from half arc to two ends, and Nanoalloy strengthens being welded together by weld seam without traction element of prism.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520466264.6U CN204940241U (en) | 2015-07-02 | 2015-07-02 | The high-strength lattice room of pillar Nanoalloy |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520466264.6U CN204940241U (en) | 2015-07-02 | 2015-07-02 | The high-strength lattice room of pillar Nanoalloy |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204940241U true CN204940241U (en) | 2016-01-06 |
Family
ID=55007683
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520466264.6U Expired - Fee Related CN204940241U (en) | 2015-07-02 | 2015-07-02 | The high-strength lattice room of pillar Nanoalloy |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204940241U (en) |
-
2015
- 2015-07-02 CN CN201520466264.6U patent/CN204940241U/en not_active Expired - Fee Related
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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: 20160106 Termination date: 20200702 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |