CN208545768U - A kind of hexagram TGXG structure - Google Patents
A kind of hexagram TGXG structure Download PDFInfo
- Publication number
- CN208545768U CN208545768U CN201820779363.3U CN201820779363U CN208545768U CN 208545768 U CN208545768 U CN 208545768U CN 201820779363 U CN201820779363 U CN 201820779363U CN 208545768 U CN208545768 U CN 208545768U
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- China
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- tgxg
- hexagram
- hard point
- cell compartment
- lacing wire
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Abstract
The utility model discloses a kind of hexagram TGXG structures, and including several hexagon cell compartments mutually spliced, for hexagon cell compartment by the identical main stress lacing wire of six length around forming, the splicing gap of three adjacent hexagon cell compartments is triangle cell compartment.Compared with prior art, a kind of hexagram TGXG structure of the utility model, improve the uniform force of TGXG, compared to traditional three-dimensional grid, not only increase the frictional resistance of the soil body and TGXG, and the whole non-deformability of TGXG is increased, it being capable of more easily stationary grizzly in work progress.
Description
Technical field
The utility model relates to a kind of TGXG structure, especially a kind of hexagram TGXG structure belongs to geotechnique
Technical field.
Background technique
Construction energetically with China to mountain area infrastructure can preferably adapt to the corner or curve form of alpine terrain
Reinforced earth bulkhead technology gradually attracts people's attention.The corner made of traditional TGXG or curve form reinforced earth bulkhead are deposited
In panel bulging, cracking, the diseases such as surface subsidence, partly cause is that retaining wall corner or bending section stress are complicated, conventional unidirectional
Or direction earthwork grille cannot meet force request well, corner or bending section not can avoid can overlap laying or sky
It lacks, directly affects reinforcement effects.Existing three-dimensional geogrid mainly for uneven settlement of foundation design, for along rib to
Reinforced retaining structures design is unable to satisfy resistance to deformation requirement, and large deformation, fracture, serious shadow are generated easily under complex loading conditions
Ring reinforcement effects.
Utility model content
The utility model technical issues that need to address are that in view of the above shortcomings of the prior art, and it is equal to provide a kind of stress
Hexagram TGXG structure even, deformation is small, frictional resistance is big, reinforcement performance is strong.
In order to solve the above technical problems, the technical solution adopted in the utility model is:
A kind of hexagram TGXG structure, including several hexagon cell compartments mutually spliced, the hexagon cell compartment by
The identical main stress lacing wire of six length is triangle cell compartment around composition, the splicing gap of three adjacent hexagon cell compartments.
Scheme as a further preference, the end that two main stress lacing wires are connected have hard point, which is
Circular configuration.
Scheme as a further preference, the hard point is extended to have towards the direction perpendicular to main stress lacing wire to be added
Strong point protrudes cylinder.
Scheme as a further preference, the two sides of the hard point are provided with the prominent cylinder of hard point, and hard point is prominent
The height of cylinder is 1cm-2cm out.
Compared with prior art, a kind of hexagram TGXG structure of the utility model, improve TGXG by
Power uniformity not only increases the frictional resistance of the soil body and TGXG compared to traditional three-dimensional grid, and also adds geotechnique
The whole non-deformability of grid, being capable of more easily stationary grizzly in work progress.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is round hard point longitudinal sectional drawing；
Wherein, 1- main stress lacing wire,
2- hard point,
3- stress lacing wire,
4- triangle cell compartment,
5- hexagon cell compartment,
6- hard point protrudes cylinder.
Specific embodiment
The optimal technical scheme that according to the present invention will be described in detail below with reference to the accompanying drawings.
As shown in Figure 1, a kind of hexagram TGXG structure of the utility model, including several hexagons mutually spliced
Cell compartment 5, the hexagon cell compartment 5 are surrounded by the identical main stress lacing wire 1 of six length and are formed, three adjacent hexagon cell compartments
5 splicing gap is triangle cell compartment 4, which is a kind of three-dimensional grid, by main principal rod band and secondary principal rod
Band combines, and is round protrusion hard point at node, constitutes triangle and hexagon cell compartment, basic unit is hexagram list
Member is made of a regular hexagon cell compartment and six equilateral triangle cell compartments, and each triangle cell compartment is shared with regular hexagon cell compartment
A line, two triangle cell compartments of two neighboring hexagram units shared, hexagram unit repeated arrangement constitute hexagram geotechnique
Grid.
The end that two main stress lacing wires 1 are connected has hard point 2, which is circular configuration.
The hard point 2 is extended towards the direction perpendicular to main stress lacing wire 1 the prominent cylinder 6 of hard point.
The two sides of the hard point 2 is provided with the prominent cylinder 6 of hard point, and the height of the prominent cylinder 6 of hard point is 1cm-
2cm。
It is located at outer peripheral main stress lacing wire 1 in the hexagon cell compartment 5 of the TGXG structure outmost turns to replace with time
Stress lacing wire 3, and also be provided between the secondary stress lacing wire 3 of two neighboring hexagon cell compartment 5 in TGXG structure outmost turns time
Stress lacing wire 3.
The width of the main stress lacing wire 1 is greater than time width of stress lacing wire 3.
Hexagram TGXG is disposably molded by high strength plastics and is made.
Main stress lacing wire 1 and time 60 ° of 3 angle of stress lacing wire.
Above-described specific embodiment, to the purpose of this utility model, technical scheme and beneficial effects carried out into
One step is described in detail, it should be understood that being not used to limit the foregoing is merely specific embodiment of the present utility model
The utility model processed, within the spirit and principle of the utility model, any modification, equivalent substitution, improvement and etc. done,
It should be included within the scope of protection of this utility model.
Claims (4)
1. a kind of hexagram TGXG structure, it is characterised in that: described including several hexagon cell compartments (5) mutually spliced
Hexagon cell compartment (5) is surrounded by the identical main stress lacing wire (1) of six length and is formed, three adjacent hexagon cell compartments (5)
Splicing gap is triangle cell compartment (4).
2. a kind of hexagram TGXG structure according to claim 1, it is characterised in that: two main stress lacing wires (1)
The end being connected has hard point (2), which is circular configuration.
3. a kind of hexagram TGXG structure according to claim 2, it is characterised in that: hard point (2) direction
It is extended perpendicular to the direction of main stress lacing wire (1) and has hard point prominent cylinder (6).
4. a kind of hexagram TGXG structure according to claim 3, it is characterised in that: the two of the hard point (2)
Face is provided with hard point and protrudes cylinder (6), and the height of hard point prominent cylinder (6) is 1cm-2cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820779363.3U CN208545768U (en) | 2018-05-23 | 2018-05-23 | A kind of hexagram TGXG structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820779363.3U CN208545768U (en) | 2018-05-23 | 2018-05-23 | A kind of hexagram TGXG structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208545768U true CN208545768U (en) | 2019-02-26 |
Family
ID=65421863
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820779363.3U Active CN208545768U (en) | 2018-05-23 | 2018-05-23 | A kind of hexagram TGXG structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208545768U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110802670A (en) * | 2019-11-14 | 2020-02-18 | 安徽捷思新材料科技有限公司 | Automatic punching and slitting integrated production process for geocell |
-
2018
- 2018-05-23 CN CN201820779363.3U patent/CN208545768U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110802670A (en) * | 2019-11-14 | 2020-02-18 | 安徽捷思新材料科技有限公司 | Automatic punching and slitting integrated production process for geocell |
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