CN208039219U - A kind of hexagon grid with node - Google Patents
A kind of hexagon grid with node Download PDFInfo
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- CN208039219U CN208039219U CN201820208255.0U CN201820208255U CN208039219U CN 208039219 U CN208039219 U CN 208039219U CN 201820208255 U CN201820208255 U CN 201820208255U CN 208039219 U CN208039219 U CN 208039219U
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- node
- rib
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- host node
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Abstract
The utility model discloses a kind of hexagon grid with node, including rib, host node, minor node, there are six the ribs that direction extends in the same plane for each host node, minor node is crossed to form by the rib that host node extends, the shape of the hexagon grid with node is the continuous hexagon that 12 diamond shapes are cross-linked with each other, protrude plane where rib in the host node top and bottom, to increase the friction between soil layer, plane where rib is protruded in the minor node top and bottom for host node upper and lower surface sanding processing.The utility model has larger improvement in structural strength compared with the prior art, it is enable preferably to be disperseed by stress when load, protects reticular structure overall structure shape, and the hangnail enhancing tension resistance to plucking of different directions is set on rib.
Description
Technical field
The utility model is related to a kind of grids, and in particular to a kind of hexagon grid with node.
Background technology
Grid is that through two-dimensional mesh trellis made of thermoplastic or molding or have with high molecular polymers such as polypropylene, polyethylene
The 3 D stereo grid screen of certain altitude, when as civil engineering in use, referred to as TGXG.
TGXG is a kind of main geosynthetics, and compared with other geosynthetics, it has unique
Performance and effect.TGXG is commonly used for the muscle material of earth structure or the muscle material of composite material etc..TGXG is divided into plastics
TGXG, four major class of steel plastic geogrid, earth grille and polyester fibre geogrids.
Plastics Geogrids be stretched formation have rectangular or rectangle polymer web material, stretched when being manufactured by it
The difference in direction can be two kinds of simple tension and biaxial tension.It is that (raw material is mostly poly- in the polymer plate made through extruding
Propylene or high density polyethylene (HDPE)) on punching, then implement orientation stretching in a heated condition.Simple tension grid is only long along plank
Degree direction, which stretches, to be made, and two-way stretching grating is then to continue with and draws the grid of simple tension in the direction vertical with its length again
It stretches and is made.
Due to Plastics Geogrids during manufacturing polymer macromolecule can with heating extension process and rearrange orientation,
The connecting forces for strengthening molecule interchain have achieved the purpose that its intensity of raising, elongation percentage only have the 10%~15% of raw sheet material,
If the anti-aging materials such as carbon black are added in TGXG, can make it have preferable acidproof, alkaline-resisting, corrosion-resistant and anti-aging
Etc. endurance qualities.
Unidirectional TGXG is to rush regular hole pattern again by the extruded thin plate that is pressed into of high molecular polymer, then longitudinal stretching and
Make macromolecule netted whole at the oblong for orienting linear condition and formation is evenly distributed, node strength is high during this at
Such structures of body structure have quite high tensile strength and stretch modulus.
Direction earthwork grille is by longitudinally, laterally stretching again after extruding, at plate, punch process with high molecular polymer
At.All there is the material prodigious tensile strength, this structure equally can also provide one in the soil in machine and transverse direction
The ideal locking system for undertaking and spreading of more efficiently power, is adapted to the ground that large area permanently carries.
Biaxial tension Plastics Geogrids are suitable for various dykes and dams and roadbed reinforcement, side slope protection, hole wall reinforcement, mainframe
The foundation reinforcement that field, parking lot, harbour goods yard etc. permanently carry.
1. increase road () bearing capacity of base, extend road () service life of base.
2. prevent road () face collapses or cracks, keep ground beautiful and tidy.
3. it is easy for construction, it is time saving, it is laborsaving, it shortens the construction period, reduces maintenance cost.
4. preventing culvert from cracking.
5. enhancing slight slope, prevent erosion.
6. reducing cushion thickness, saving construction cost.
7. supporting the stability greening environment of side slope grass planting net pad.
8. may replace metal mesh, it to be used for underground coal mine false top net.
A kind of triangular mesh grid of patent disclosure that China Patent No. is CN201120246315.6, including multiple masters
Node and three groups of ribs, three different directions on same plane extend rib described in three groups respectively, same group each described
Rib is mutually parallel;The host node be three different directions the rib intersection point, adjacent three host nodes and
The rib for connecting the host node forms a tension triangle;The direction of rib described in one of which and the network of triangle
Shape grid it is parallel longitudinal.Such grid is big per square meter grammes per square metre, of high cost, is unfavorable for saving material.
Utility model content
The utility model is mainly the technical problem solved present in the prior art, to provide a kind of six sides with node
Shape grid.
The above-mentioned technical problem of the utility model is mainly to be addressed by following technical proposals:It is a kind of with node
Hexagon grid, including rib, host node, minor node, each host node in the same plane there are six direction extend rib,
Minor node is crossed to form by the rib that host node extends, the shape of the hexagon grid with node is that 12 diamond shapes are mutual
Plane where rib is protruded in crosslinked continuous hexagon, the host node top and bottom, host node upper and lower surface sanding processing with
Increase the friction between soil layer, plane where rib is protruded in the minor node top and bottom.
The above-mentioned hexagon grid with node, wherein the width and thickness of the minor node is less than the host node.
The above-mentioned hexagon grid with node, wherein hangnail, and hangnail and TGXG is arranged in the rib lower surface
Net setting at an acute angle, and towards random, the tension pull-out behaviors of hangnail enhanced grid net make in grid stress, using falling
Thorn holds on to solid dielectric, provides the resistance of grid displacement, reaches and increases side slope, embankment, margin of foundation pit or other needs
Reinforce the local stability reinforced and the purpose of safety.
The above-mentioned hexagon grid with node, the length all same of the rib (11).
The above-mentioned hexagon grid with node, wherein angle of the rib that the host node (12) is extended between it
Angle is 60 °.
The above-mentioned hexagon grid with node, wherein angle of the rib that the minor node (13) is extended between it
Angle is 120 °.
The above-mentioned hexagon grid with node, wherein the raw material of the hexagon grid with node are polypropylene
Or polyethylene, whole punching stretching are integral.
The hexagon grid with node of the utility model has the following advantages:It is handed over using three groups of ribs on three directions
Fork is crossed to form the reticular structure using triangle as basic unit, not only has larger change compared with the prior art in structural strength
Into, and when making it by load, its stress is enable preferably to be disperseed, protect reticular structure overall structure shape, drop
The low possibility being torn, since regular hexagon is made of six equilateral triangles, the lacing wire each put forms triangular structure;This
Pattern is formed by connecting by each hexagon is mutually interspersed, therefore has extremely strong stability, and the uniformly distributed protrusion section in its hexagonal lacing wire
Point, minor node are dispersed in around host node, reduce grammes per square metre, and sanding processing enhances the adhesive force of itself and upper and lower surface, set on rib
The hangnail of different directions enhances tension resistance to plucking.
Description of the drawings
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, other drawings may also be obtained based on these drawings.
Fig. 1 is the structural schematic diagram of the hexagon grid with node of the utility model.
Fig. 2 is the side structure schematic diagram of the hexagon grid with node in Fig. 1.
Wherein, 1. geotechnological grid, 11. ribs, 12. host nodes, 13. minor nodes, 14. hangnails.
Specific implementation mode
The preferred embodiment of the utility model is described in detail below in conjunction with the accompanying drawings, so that the advantages of the utility model
It can be easier to be readily appreciated by one skilled in the art with feature, it is apparent clear to be made to the scope of protection of the utility model
Define.
As shown in Figure 1 and Figure 2, a kind of hexagon grid with node, including rib (11), host node (12), minor node
(13), each host node (12) is extended in the same plane there are six the rib (11) that direction extends by host node (12)
Rib (11) is crossed to form minor node (13), and the shape of the hexagon grid with node is the company that 12 diamond shapes are cross-linked with each other
Plane where rib (11) is protruded in continuous hexagon, host node (12) top and bottom, at host node (12) upper and lower surface sanding
For reason to increase the friction between soil layer, plane where rib (11) is protruded in minor node (13) top and bottom.
The above-mentioned hexagon grid with node, wherein the width and thickness of the minor node (13) is less than the main section
Point (12).
The above-mentioned hexagon grid with node, wherein rib (11) the lower surface setting hangnail (14), and hangnail
(14) with earth work grille net setting at an acute angle, and towards random, the tension pull-out behaviors of hangnail (14) enhanced grid net, in lattice
Aperture plate stress makes, and holds on to solid dielectric using hangnail (14), provides the resistance of grid displacement, reaches and increases side slope, road
Dike, margin of foundation pit or other needs reinforce the local stability reinforced and the purpose of safety.
The above-mentioned hexagon grid with node, wherein angle of the rib that the host node (12) is extended between it
Angle is 60 °.
The above-mentioned hexagon grid with node, wherein angle of the rib that the minor node (13) is extended between it
Angle is 120 °.
The above-mentioned hexagon grid with node, wherein the raw material of the hexagon grid with node are polypropylene
Or polyethylene, whole punching stretching are integral.
The hexagon grid with node of the utility model has the following advantages:Using three groups of ribs on three directions
(11) intersect and be crossed to form reticular structure using triangle as basic unit, not only in structural strength compared with the prior art have compared with
Big improvement, and when making it by load, its stress is enable preferably to be disperseed, protect reticular structure overall structure shape
Shape reduces the possibility being torn, and hangnail (14) the enhancing tension resistance to plucking of different directions is set on rib (11).
Not limited to this, any change or replacement expected without creative work should all be covered in the utility model
Protection domain within.Therefore, the scope of protection of the utility model should be determined by the scope of protection defined in the claims.
Claims (7)
1. a kind of hexagon grid with node, which is characterized in that including rib (11), host node (12), minor node (13), often
A host node (12) is in the same plane there are six the rib (11) that direction extends, the rib (11) extended by host node (12)
It is crossed to form minor node (13), the shape of the hexagon grid with node is continuous six side that 12 diamond shapes are cross-linked with each other
Plane where rib (11) is protruded in shape, host node (12) top and bottom, and host node (12) upper and lower surface sanding processing is described
Protrude plane where rib (11) in minor node (13) top and bottom.
2. a kind of hexagon grid with node according to claim 1, which is characterized in that the width of the minor node (13)
Degree and thickness are less than the host node (12).
3. a kind of hexagon grid with node according to claim 1, which is characterized in that rib (11) lower surface
Hangnail (14), hangnail (14) and earth work grille net setting at an acute angle are set, towards at random.
4. a kind of hexagon grid with node according to claim 1, which is characterized in that the length of the rib (11)
All same.
5. a kind of hexagon grid with node according to claim 1, which is characterized in that the host node (12) extends
Included angle of the rib gone out between it is 60 °.
6. a kind of hexagon grid with node according to claim 1, which is characterized in that the minor node (13) extends
Included angle of the rib gone out between it is 120 °.
7. a kind of hexagon grid with node according to claim 1, which is characterized in that the hexagon with node
The raw material of grid are polypropylene or polyethylene, and whole punching stretching is integral.
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CN201820208255.0U CN208039219U (en) | 2018-02-06 | 2018-02-06 | A kind of hexagon grid with node |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11390015B2 (en) | 2020-06-24 | 2022-07-19 | Tensar International Corporation | Multi-axial integral geogrid and methods of making and using same |
US11519150B2 (en) | 2020-06-24 | 2022-12-06 | Tensar International Corporation | Horizontal mechanically stabilizing geogrid with improved geotechnical interaction |
US11753788B2 (en) | 2021-02-26 | 2023-09-12 | Tensar International Corporation | Multilayer integral geogrids having a cellular layer structure, and methods of making and using same |
-
2018
- 2018-02-06 CN CN201820208255.0U patent/CN208039219U/en active Active
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11390015B2 (en) | 2020-06-24 | 2022-07-19 | Tensar International Corporation | Multi-axial integral geogrid and methods of making and using same |
US11519150B2 (en) | 2020-06-24 | 2022-12-06 | Tensar International Corporation | Horizontal mechanically stabilizing geogrid with improved geotechnical interaction |
US11548206B2 (en) | 2020-06-24 | 2023-01-10 | Tensar International Corporation | Multi-axial integral geogrid and methods of making and using same |
US11866901B2 (en) | 2020-06-24 | 2024-01-09 | Tensar International Corporation | Horizontal mechanically stabilizing geogrid with improved geotechnical interaction |
US12036722B2 (en) | 2020-06-24 | 2024-07-16 | Tensar International Corporation | Multi-axial integral geogrid and methods of making and using same |
US11753788B2 (en) | 2021-02-26 | 2023-09-12 | Tensar International Corporation | Multilayer integral geogrids having a cellular layer structure, and methods of making and using same |
GB2621936A (en) * | 2021-02-26 | 2024-02-28 | Tensar Int Corporation | Horizontal mechanically stabilizing geogrid with improved geotechnical interaction |
GB2621936B (en) * | 2021-02-26 | 2024-08-21 | Tensar Int Corporation | Horizontal mechanically stabilizing geogrid with improved geotechnical interaction |
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GR01 | Patent grant | ||
CP02 | Change in the address of a patent holder |
Address after: 330100 Room 103, Unit 1, 19 Building, K District, Wanda City, Jiulong Lake, Honggutan New District, Nanchang City, Jiangxi Province Patentee after: Zhou Lin Address before: 330000 Room 403, Unit 1, 4 Blocks, North Campus, Xihu District, Nanchang City, Jiangxi Province Patentee before: Zhou Lin |
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CP02 | Change in the address of a patent holder |