CN211773531U - Anti-fracture geogrid - Google Patents
Anti-fracture geogrid Download PDFInfo
- Publication number
- CN211773531U CN211773531U CN202020427011.9U CN202020427011U CN211773531U CN 211773531 U CN211773531 U CN 211773531U CN 202020427011 U CN202020427011 U CN 202020427011U CN 211773531 U CN211773531 U CN 211773531U
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- China
- Prior art keywords
- geogrid
- corner piece
- corner
- fracture
- piece
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Abstract
The utility model discloses a prevent geogrid that splits, including geogrid, geogrid includes the crosspiece and indulges the material, and the crosspiece is cross staggered arrangement with indulging the material, and the crosspiece is provided with the reinforcement that is used for strengthening the crosspiece with indulge material shear strength with the staggered position of indulging the material, and the reinforcement includes a first corner fittings and three second corner fittings, the mutual block of a first corner fittings and three second corner fittings, forms the staggered position of a closed annular structure parcel crosspiece and indulge material, the utility model is suitable for a geogrid, this geogrid include the crosspiece with indulge the material, and the crosspiece is cross staggered arrangement with indulging the material, and the staggered position of crosspiece and indulging the material is provided with the reinforcement, can promote this geogrid's compressive strength and shear strength like this effectively to this geogrid's life has been promoted.
Description
Technical Field
The utility model belongs to the technical field of geogrid, specifically a geogrid prevents splitting.
Background
Geogrid is a major geosynthetic material that has unique properties and efficacy compared to other geosynthetics. Geogrids are classified into four categories, namely plastic geogrids, steel-plastic geogrids, glass fiber geogrids and polyester warp-knitted polyester geogrids. The grid is a two-dimensional grid or a three-dimensional grid screen with a certain height formed by thermoplastic or die pressing of high polymer such as polypropylene, polyvinyl chloride and the like, and is called as a geogrid when used for civil engineering;
however, the existing geogrid has poor shear strength and is easy to break, and the requirements of people are difficult to meet.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome prior art's defect, provide an anti-fracture geogrid.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides an anti-fracture geogrid, includes geogrid, geogrid includes the rim strip and indulges the material, the rim strip with it is crisscross staggered arrangement to indulge the material, the rim strip with the crisscross position of indulging the material is provided with and is used for strengthening the rim strip with indulge the reinforcement of material shear strength, wherein:
the reinforcing part comprises a first corner piece and three second corner pieces, wherein the first corner piece and the third corner pieces are mutually clamped to form a closed annular structure to wrap the staggered positions of the transverse material and the longitudinal material.
Preferably, the first corner fitting and the second corner fitting are of right-angle trapezoidal structures, and the lengths of right-angle waists and lower bottoms of the first corner fitting and the second corner fitting are consistent.
Preferably, the first corner fitting and the second corner fitting right-angle waist and the central line of the end face of the lower bottom are provided with slots for clamping the geogrid.
Preferably, the first corner piece and the second corner piece right-angle waist and the end surface of the lower bottom are provided with clamping grooves, wherein the clamping grooves formed in the first corner piece and the second corner piece right-angle waist are located on the inner sides of the clamping grooves, and the clamping grooves formed in the lower bottoms of the first corner piece and the second corner piece are located on the outer sides of the clamping grooves.
Preferably, the right-angled waist and the bottom of one first corner piece and the right-angled waist and the bottom of three second corner pieces are mutually clamped through clamping grooves.
Preferably, the upper surfaces of the first corner fitting and the second corner fitting are further provided with screw insertion holes.
The utility model relates to an anti-fracture geogrid, which comprises a transverse material and a longitudinal material, wherein the transverse material and the longitudinal material are arranged in a crisscross manner, and reinforcing parts are arranged at the crisscross positions of the transverse material and the longitudinal material, so that the compressive strength and the shear strength of the geogrid can be effectively improved, the geogrid is not easy to fracture, and the service life of the geogrid is prolonged;
the utility model discloses in, the reinforcement includes a first corner fitting and three second corner fitting, the mutual block of a first corner fitting and three second corner fitting forms a closed annular structure parcel horizontal material and indulges the staggered position of material, and such structure setting makes the reinforcement be detachable construction, conveniently carries out the collective processing of work piece to easy to assemble.
Drawings
Fig. 1 is a schematic view of the overall structure of an anti-fracture geogrid of the present invention;
fig. 2 is a schematic view of a first corner structure of the anti-fracture geogrid of the present invention;
fig. 3 is a schematic structural view of a second corner fitting in the anti-fracture geogrid of the present invention.
Reference numerals: 1. a geogrid; 101. transverse material feeding; 102. longitudinal material; 2. a reinforcement; 201. a first corner fitting; 202. a second corner fitting; 203. a screw insertion hole; 204. a slot; 205. a clamping groove.
Detailed Description
The following further describes a specific embodiment of the anti-fracture geogrid of the present invention with reference to fig. 1 to 3. The utility model relates to an anti-fracture geogrid is not limited to the description of the following embodiment.
As shown in fig. 1-3, an anti-fracture geogrid comprises a geogrid 1, wherein the geogrid 1 comprises a transverse material 101 and a longitudinal material 102, the transverse material 101 and the longitudinal material 102 are arranged in a crisscross manner, and reinforcing members 2 for reinforcing the shear strength of the transverse material 101 and the longitudinal material 102 are arranged at the staggered positions of the transverse material 101 and the longitudinal material 102, wherein:
the reinforcing member 2 comprises a first corner member 201 and three second corner members 202, and the first corner member 201 and the three second corner members 202 are mutually clamped to form a closed annular structure to wrap the cross material 101 and the longitudinal material 102 at staggered positions.
The first corner piece 201 and the second corner piece 202 adopt a right-angled trapezoid structure, and the right-angled waist and the lower bottom of the first corner piece 201 and the second corner piece 202 are consistent in length.
The slots 204 used for clamping the geogrid 1 are formed in the center lines of the right-angle waist of the first corner piece 201 and the end face of the second corner piece 202 and the bottom of the geogrid.
The end surfaces of the right-angled waist and the bottom of the first corner piece 201 and the second corner piece 202 are provided with clamping grooves 205, wherein the clamping grooves 205 formed in the right-angled waist of the first corner piece 201 and the right-angled waist of the second corner piece 202 are located on the inner sides of the clamping grooves 204, and the clamping grooves 205 formed in the bottom of the first corner piece 201 and the second corner piece 202 are located on the outer sides of the clamping grooves 204.
The right-angled waist and the bottom of the first corner piece 201 and the third corner piece 202 are mutually clamped through the clamping groove 205.
The upper surfaces of the first corner piece 201 and the second corner piece 202 are also provided with screw insertion holes 203.
By adopting the technical scheme:
the geogrid 1 comprises transverse materials 101 and longitudinal materials 102, the transverse materials 101 and the longitudinal materials 102 are arranged in a crisscross mode, and reinforcing pieces 2 are arranged at the staggered positions of the transverse materials 101 and the longitudinal materials 102, so that the compression strength and the shear strength of the geogrid 1 can be effectively improved, and the service life of the geogrid 1 is prolonged;
the reinforcing part 2 comprises a first corner piece 201 and three second corner pieces 202, the first corner piece 201 and the three second corner pieces 202 are mutually clamped to form a closed annular structure to wrap the cross material 101 and the longitudinal material 102 at staggered positions, and the structure arrangement enables the reinforcing part 2 to be a detachable structure, so that the collective processing of workpieces is facilitated, and the mounting is facilitated.
The working principle is as follows: referring to fig. 1-3, during use, the slots 204 of the first corner piece 201 and the three second corner pieces 202 are respectively corresponding to the corners of the cross positions of the horizontal material 101 and the vertical material 102, and then the first corner piece 201 and the second corner pieces 202 are fixed by inserting screws into the screw insertion holes 203, after the reinforcing piece 2 is completely installed, the first corner piece 201 and the second corner pieces 202 are mutually clamped and restricted, so that the integral strength of the geogrid 1 is higher.
The foregoing is a more detailed description of the present invention, taken in conjunction with the specific preferred embodiments thereof, and it is not intended that the invention be limited to the specific embodiments shown and described. To the utility model belongs to the technical field of ordinary technical personnel, do not deviate from the utility model discloses under the prerequisite of design, can also make a plurality of simple deductions or replacement, all should regard as belonging to the utility model discloses a protection scope.
Claims (6)
1. The utility model provides an anti-fracture geogrid, includes geogrid (1), its characterized in that, geogrid (1) is including violently material (101) and indulge material (102), violently material (101) with it is crisscross staggered arrangement to indulge material (102), violently material (101) with the crisscross position of indulging material (102) is provided with and is used for strengthening violently material (101) and indulge material (102) shear strength's reinforcement (2), wherein:
the reinforcing piece (2) comprises a first corner piece (201) and three second corner pieces (202), and the first corner piece (201) and the three second corner pieces (202) are mutually clamped to form a closed annular structure to wrap the staggered positions of the transverse material (101) and the longitudinal material (102).
2. The anti-fracture geogrid according to claim 1, wherein: the first corner piece (201) and the second corner piece (202) adopt a right-angle trapezoidal structure, and the lengths of right-angle waist and lower bottom of the first corner piece (201) and the second corner piece (202) are consistent.
3. The anti-fracture geogrid according to claim 2, wherein: the first corner piece (201) and the second corner piece (202) are provided with slots (204) used for clamping the geogrid (1) on the center lines of the right-angled waist and the end surface of the lower bottom.
4. The anti-fracture geogrid according to claim 3, wherein: the end faces of the right-angle waist and the bottom of the first corner piece (201) and the second corner piece (202) are respectively provided with a clamping groove (205), wherein the clamping grooves (205) formed in the right-angle waist of the first corner piece (201) and the second corner piece (202) are located on the inner side of the slot (204), and the clamping grooves (205) formed in the bottom of the first corner piece (201) and the second corner piece (202) are located on the outer side of the slot (204).
5. The anti-fracture geogrid according to claim 1, wherein: the right-angled waist and the bottom of one first corner piece (201) and three second corner pieces (202) are mutually clamped through clamping grooves (205).
6. The anti-fracture geogrid according to claim 1, wherein: the upper surfaces of the first corner piece (201) and the second corner piece (202) are also provided with screw insertion holes (203).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020427011.9U CN211773531U (en) | 2020-03-30 | 2020-03-30 | Anti-fracture geogrid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020427011.9U CN211773531U (en) | 2020-03-30 | 2020-03-30 | Anti-fracture geogrid |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211773531U true CN211773531U (en) | 2020-10-27 |
Family
ID=72929025
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020427011.9U Expired - Fee Related CN211773531U (en) | 2020-03-30 | 2020-03-30 | Anti-fracture geogrid |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211773531U (en) |
-
2020
- 2020-03-30 CN CN202020427011.9U patent/CN211773531U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20201027 |