CN216006910U - Cross-linked diamond reinforced grid - Google Patents
Cross-linked diamond reinforced grid Download PDFInfo
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- CN216006910U CN216006910U CN202121893936.3U CN202121893936U CN216006910U CN 216006910 U CN216006910 U CN 216006910U CN 202121893936 U CN202121893936 U CN 202121893936U CN 216006910 U CN216006910 U CN 216006910U
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Abstract
The utility model relates to a cross-linked rhombic reinforced grid which comprises a grid body, wherein the grid body is formed by sequentially splicing a plurality of rectangular units, a hexagonal structure reinforcing rib is fixed between two long sides of each rectangular unit, two opposite vertexes of the hexagonal structure reinforcing rib in the length direction are respectively connected with the two long sides of the rectangular unit, the other four vertexes of the hexagonal structure reinforcing rib are respectively fixed with a first reinforcing rib, and one end, far away from the hexagonal structure reinforcing rib, of each first reinforcing rib is connected with the vertexes of the rectangular unit. According to the utility model, the hexagonal structure reinforcing ribs and the first reinforcing ribs are matched to enhance the structural strength of the rectangular units, so that the structural strength of the cross-linked diamond reinforced grating is enhanced, the probability of deformation caused by the stress on the sides of the rectangular units is reduced, and the service life of the cross-linked diamond reinforced grating is prolonged.
Description
Technical Field
The utility model relates to the technical field of geogrids, in particular to a cross-linked rhombic reinforced grid.
Background
Geogrids are divided into several categories, such as plastic geogrids, steel-plastic geogrids, glass fiber geogrids, polyester warp-knitted polyester geogrids and the like. The plastic grid is a grid-shaped structure formed by thermoplastic molding, punching and heating stretching of polyester materials such as polypropylene and is called as a geogrid when used as a reinforcement material in civil engineering.
The geogrid in the prior general technology is usually a square or rectangular grid structure, and is limited by the square hole-shaped structure, so that the hole pattern has poor deformation resistance, deformation in the hole pattern plane direction is easy to occur, the structural stability is poor, and the performance of the reinforcement function of the geogrid product is seriously influenced.
SUMMERY OF THE UTILITY MODEL
In order to enhance the structural strength of the grating, prolong the service life of the grating and ensure the full play of the reinforcement function of the grating, the utility model provides the cross-linked rhombic reinforced grating.
The utility model provides a cross-linked diamond reinforced grid, which adopts the following technical scheme:
cross-linked rhombus adds muscle and strengthens grid, including the grid body, the grid body is formed by a plurality of rectangle units concatenation in proper order, every all be fixed with hexagon structure strengthening rib between two long limits of rectangle unit, two relative summits of hexagon structure strengthening rib on length direction are connected with two long limits of rectangle unit respectively, four other summits of hexagon structure strengthening rib all are fixed with first strengthening rib, the one end that hexagon structure strengthening rib was kept away from to first strengthening rib is connected with the summit of rectangle unit.
Through adopting above-mentioned technical scheme, hexagon structure strengthening rib and first strengthening rib combined action to this structural strength and the structural stability who has strengthened the rectangle unit, thereby guaranteed the structural strength of this cross-linked rhombus reinforcement grid, reduced and caused the probability that rectangle unit structure takes place to warp because of the atress, be favorable to prolonging the life of this cross-linked rhombus reinforcement grid, full play its reinforcement effect to the civil engineering process.
The utility model is further provided that a diamond-structure reinforcing rib is fixed between two opposite edges of the hexagonal-structure reinforcing rib.
Through adopting above-mentioned technical scheme, two relative summits of rhombus structure strengthening rib on major axis direction are fixed with two relative long limits of hexagon structure strengthening rib respectively to this structural strength who has strengthened hexagon structure strengthening rib has further strengthened the structural stability that this cross-linking rhombus adds muscle and strengthens grid.
The utility model is further arranged that two vertexes of the diamond-structure reinforcing rib in the long axis direction are positioned on the middle points of two corresponding long sides of the hexagonal-structure reinforcing rib.
Through adopting above-mentioned technical scheme for rhombus structure strengthening rib can full play to hexagonal structure strengthening rib overall structure's additional strengthening, has improved the stability of this cross-linking rhombus reinforcement grid in the use.
The utility model is further arranged that second reinforcing ribs are fixed on the hexagonal reinforcing ribs connected with the rhombic reinforcing ribs and distributed in two groups of symmetrical included angles, and one end of each second reinforcing rib, far away from the rhombic reinforcing ribs, is connected with the short side of each rectangular unit.
Through adopting above-mentioned technical scheme, the second strengthening rib makes four minor faces and the rectangle unit minor face of hexagon structure strengthening rib be connected, has thinned the minimum constitutional unit of cross-linked rhombus reinforced grid, has strengthened structural strength.
The utility model is further arranged in a way that four second reinforcing ribs are symmetrically arranged on each hexagonal reinforcing rib, and one ends of the second reinforcing ribs, which are far away from the diamond-shaped reinforcing ribs, are respectively positioned on four trisection points of the short sides of the rectangular units.
Through adopting above-mentioned technical scheme, be favorable to the second strengthening rib full play to strengthen the purpose of being connected between hexagon strengthening rib and the rectangle unit.
The utility model is further provided that six rib intersection nodes are arranged at the intersections of the second reinforcing ribs, the diamond-structure reinforcing ribs and the hexagonal-structure reinforcing ribs.
Through adopting above-mentioned technical scheme, six rib intersection nodes have increased the area of contact of second strengthening rib, rhombus structure strengthening rib and hexagon structure strengthening rib, have strengthened the joint strength between second strengthening rib, rhombus structure strengthening rib and the hexagon structure strengthening rib.
The utility model is further arranged that third reinforcing ribs are fixed on two vertexes of the diamond-shaped reinforcing rib in the minor axis direction, and one ends of the third reinforcing ribs far away from the diamond-shaped reinforcing rib are respectively connected with the middle points of two long sides of the rectangular unit.
By adopting the technical scheme, the third reinforcing rib enables two vertexes of the diamond-shaped reinforcing rib to be respectively connected with the middle points of the two long edges of the rectangular unit, so that the connection strength between the diamond-shaped reinforcing rib and the rectangular unit is enhanced.
The utility model is further provided that eight rib intersection nodes are arranged at the intersection of the third reinforcing rib, the diamond-structure reinforcing rib and the hexagonal-structure reinforcing rib.
Through adopting above-mentioned technical scheme, eight rib intersection nodes have increased the area of contact between third strengthening rib, rhombus structure strengthening rib and the hexagon structure strengthening rib, have strengthened the joint strength between third strengthening rib, rhombus structure strengthening rib and the hexagon structure strengthening rib.
In summary, the utility model includes at least one of the following beneficial technical effects:
1. according to the utility model, the hexagonal structure reinforcing ribs and the first reinforcing ribs are matched to act, so that the structural strength of the rectangular units is enhanced, the structural strength of the cross-linked rhombic reinforced grid is enhanced, the possibility that the rectangular unit structure deforms due to stress is reduced, the service life of the cross-linked rhombic reinforced grid is prolonged, and the reinforcing effect of the grid product on civil engineering is fully exerted.
2. In the utility model, two opposite vertexes of the diamond-shaped reinforcing rib in the long axis direction are respectively fixed with two opposite long sides of the hexagonal-shaped reinforcing rib, so that the structural strength of the hexagonal-shaped reinforcing rib is enhanced, and the structural strength of the cross-linked diamond-shaped reinforcing grid is further enhanced;
3. according to the utility model, the four short sides of the hexagonal-structure reinforcing rib are connected with the two short sides of the rectangular unit by the second reinforcing rib, so that the minimum component unit of the cross-linked diamond-shaped reinforcing grid is thinned, and the structural strength is enhanced.
Drawings
Fig. 1 is a schematic view of the overall structure of the embodiment of the present invention.
Description of reference numerals: 1. a grid body; 2. a rectangular unit; 3. hexagonal structure reinforcing ribs; 4. a first reinforcing rib; 5. reinforcing ribs with a diamond structure; 6. a second reinforcing rib; 7. six-rib intersection nodes; 8. a third reinforcing rib; 9. eight ribs intersection node.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in fig. 1, the cross-linked diamond reinforced grating comprises a grating body 1, wherein the grating body 1 is formed by sequentially splicing a plurality of rectangular units 2, and a hexagonal reinforcing rib 3 is fixed between two long edges of each rectangular unit 2.
The hexagonal structure strengthening rib 3 is long hexagon, and two relative summits of hexagonal structure strengthening rib 3 on long diagonal direction are connected with the mid point on two long limits of rectangle unit 2 respectively, and four other summits of hexagonal structure strengthening rib 3 all are fixed with first strengthening rib 4. One end of the first reinforcing rib 4 far away from the hexagonal structure reinforcing rib 3 is connected with the top point of the rectangular unit 2, and the four first reinforcing ribs 4 are symmetrically arranged. Hexagonal structure strengthening rib 3 and the 4 mating reaction of first strengthening rib to this structural strength who has strengthened rectangular unit 2 has strengthened the structural strength of this cross-linked rhombus reinforced grid, has reduced rectangular unit 2 and has taken place the possibility of warping because of the atress, is favorable to this cross-linked rhombus reinforced grid to add life under the normal performance condition of grid reinforcement effect.
For the structural strength of reinforcing rib 3 of the hexagonal structure, reinforcing rib 3 of the hexagonal structure is fixed with reinforcing rib 5 of the rhombic structure between two opposite long edges, and two vertexes of reinforcing rib 5 of the rhombic structure in the major axis direction are located at the middle points of two long edges of reinforcing rib 3 of the hexagonal structure. In this embodiment, be fixed with second strengthening rib 6 on the hexagon structure strengthening rib 3 that links to each other with rhombus structure strengthening rib 5, the one end that rhombus structure strengthening rib 5 was kept away from to second strengthening rib 6 is connected with the minor face of rectangle unit 2, and second strengthening rib 6 on every hexagon structure strengthening rib 3 all is equipped with four and symmetry setting, and the one end that rhombus structure strengthening rib 5 was kept away from to second strengthening rib 6 is located four trisection points of two minor faces of rectangle unit 2 respectively. The effect that 3 structural strength of hexagonal structure strengthening rib can full play be strengthened to rhombus structure strengthening rib 5, and second strengthening rib 6 has refined the minimum constitutional unit of cross-linked rhombus reinforcement strengthening grid, has strengthened the structural strength of this cross-linked rhombus reinforcement strengthening grid, has improved the stability of this cross-linked rhombus reinforcement strengthening grid in the use.
In this embodiment, the intersection of the second reinforcing rib 6, the diamond-shaped structure reinforcing rib 5 and the hexagonal structure reinforcing rib 3 is provided with six rib intersection nodes 7, so that the contact area between the second reinforcing rib 6, the diamond-shaped structure reinforcing rib 5 and the hexagonal structure reinforcing rib 3 is increased, and the connection strength between the second reinforcing rib 6, the diamond-shaped structure reinforcing rib 5 and the hexagonal structure reinforcing rib 3 is enhanced. Rhombus structure strengthening rib 5 all is fixed with third strengthening rib 8 on two summits on the minor axis direction, the one end that rhombus structure strengthening rib 5 was kept away from to third strengthening rib 8 is connected with the long limit mid point of rectangle unit 2 respectively, and third strengthening rib 8, the crossing department of rhombus structure strengthening rib 5 and hexagon structure strengthening rib 3 is provided with eight ribs node 9 that intersects, eight ribs node 9 that intersects has increased third strengthening rib 8, area of contact between rhombus structure strengthening rib 5 and the hexagon structure strengthening rib 3, third strengthening rib 8 has been strengthened, joint strength between rhombus structure strengthening rib 5 and the hexagon structure strengthening rib 3.
The use principle of the embodiment is as follows:
hexagonal structure strengthening rib 3 and first strengthening rib 4 combined action to this structural strength who has strengthened rectangular unit 2 has strengthened the structural strength of this cross-linked rhombus reinforced grid, has reduced rectangular unit 2 and has taken place the probability that warp because of the atress, is favorable to prolonging the life of this cross-linked rhombus reinforced grid. Two relative summits of rhombus structure strengthening rib 5 on major axis direction are fixed with two relative long limits of hexagon structure strengthening rib 3 respectively to this has strengthened hexagon structure strengthening rib 3's structural strength, has further strengthened the structural strength that this cross-linked rhombus adds the reinforcement and strengthens grid.
The above examples are only intended to illustrate the technical solution of the present invention, but not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions of the embodiments of the present invention.
Claims (8)
1. A cross-linked diamond reinforced grid is characterized in that: including grid body (1), grid body (1) is formed by a plurality of rectangle unit (2) concatenation in proper order, every all be fixed with hexagon structure strengthening rib (3) between two long limits of rectangle unit (2), hexagon structure strengthening rib (3) are connected with two long limits of rectangle unit (2) respectively on two relative summits on length direction, four other summits of hexagon structure strengthening rib (3) all are fixed with first strengthening rib (4), the one end that hexagon structure strengthening rib (3) were kept away from in first strengthening rib (4) is connected with the summit of rectangle unit (2).
2. The cross-linked diamond reinforced grid according to claim 1, wherein: and a diamond-shaped reinforcing rib (5) is fixed between two opposite long edges in the hexagonal reinforcing rib (3).
3. The cross-linked diamond reinforced grid according to claim 2, wherein: the long axial vertexes of the diamond-shaped structure reinforcing ribs (5) are positioned on the midpoints of the two long sides of the hexagonal structure reinforcing ribs (3).
4. The cross-linked diamond reinforced grid according to claim 3, wherein: and the hexagonal reinforcing ribs (3) connected with the diamond-shaped reinforcing ribs (5) are fixed with second reinforcing ribs (6) and distributed at two groups of symmetrical included angles, and one ends of the second reinforcing ribs (6), far away from the diamond-shaped reinforcing ribs (5), are connected with the short sides of the rectangular units (2).
5. The cross-linked diamond reinforced grid according to claim 4, wherein: every second strengthening rib (6) on hexagonal structure strengthening rib (3) all are provided with four and the symmetry sets up, the one end that rhombus structure strengthening rib (5) was kept away from in second strengthening rib (6) is located four trisection points of rectangle unit (2) minor face respectively.
6. The cross-linked diamond reinforced grid according to claim 4, wherein: and six rib intersection nodes (7) are arranged at the intersections of the second reinforcing ribs (6), the diamond-structure reinforcing ribs (5) and the hexagonal-structure reinforcing ribs (3).
7. The cross-linked diamond reinforced grid according to claim 2, wherein: rhombus structure strengthening rib (5) all are fixed with third strengthening rib (8) on two summits on the minor axis direction, the one end that rhombus structure strengthening rib (5) were kept away from in third strengthening rib (8) is connected with the mid point on two long limits of rectangle unit (2) respectively.
8. The cross-linked diamond reinforced grid according to claim 7, wherein: eight rib intersection nodes (9) are arranged at the intersection positions of the third reinforcing ribs (8), the diamond-shaped reinforcing ribs (5) and the hexagonal-shaped reinforcing ribs (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121893936.3U CN216006910U (en) | 2021-08-13 | 2021-08-13 | Cross-linked diamond reinforced grid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121893936.3U CN216006910U (en) | 2021-08-13 | 2021-08-13 | Cross-linked diamond reinforced grid |
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| Publication Number | Publication Date |
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| CN216006910U true CN216006910U (en) | 2022-03-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202121893936.3U Active CN216006910U (en) | 2021-08-13 | 2021-08-13 | Cross-linked diamond reinforced grid |
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| CN (1) | CN216006910U (en) |
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2021
- 2021-08-13 CN CN202121893936.3U patent/CN216006910U/en active Active
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