CN202187332U - Triangular mesh grid - Google Patents
Triangular mesh grid Download PDFInfo
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- CN202187332U CN202187332U CN2011202463156U CN201120246315U CN202187332U CN 202187332 U CN202187332 U CN 202187332U CN 2011202463156 U CN2011202463156 U CN 2011202463156U CN 201120246315 U CN201120246315 U CN 201120246315U CN 202187332 U CN202187332 U CN 202187332U
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- triangle
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- ribs
- grid
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Abstract
A triangular mesh grid comprises a plurality of main nodes and three groups of ribs, wherein the three groups of ribs extend along three different directions on the same plane, and the ribs in the same group are parallel to each other; the main node is the intersection point of the three ribs in different directions, and the adjacent three main nodes and the ribs connecting the three main nodes form a tensile triangle; and the direction of one group of ribs is parallel to the longitudinal direction of the triangular mesh grid. Therefore, the triangular mesh grid can keep stronger structure stability when being stressed in different directions.
Description
Technical field
The utility model relates to a kind of grid, particularly relates to a kind of netted grid of triangle that can keep stronger structural stability.
Background technology
Grid is two-dimensional mesh trellis that forms through thermoplastic or mold pressing with high molecular polymers such as polypropylene, polyvinyl or the 3 D stereo grid screen with certain altitude, when using as civil engineering, is called GSZ.
GSZ is a kind of main geosynthetics, compares with other geosynthetics, and it has particular performances and effect.The GSZ muscle material of earth structure or the muscle material of composite material etc. done commonly used.GSZ is divided into the plastics GSZ, steel is moulded GSZ, earth grille and glass polyester GSZ four big classes.
The plastics GSZ is the polymeric web material of the square or rectangle of having of stretched formation, and difference of draw direction can be two kinds of simple tension and biaxial tensiones when making by it.It is to go up punching at the polymer plate of making through extruding (mostly raw material is polypropylene or high density polyethylene (HDPE)), under heating condition, implements orientation stretching then.The simple tension grid only stretches along the sheet material length direction and processes, and the biaxial tension grid then is to continue the grid of simple tension is processed in the direction stretching vertical with its length again.
Because the plastics GSZ macromolecule of polymer in the mill can be arranged orientation again with heating extension process, strengthened the connecting forces between strand, has reached the purpose that improves its intensity.Its elongation per unit length has only 10%～15% of former sheet material.If in GSZ, add anti-aging materials such as carbon black, can make it have endurance qualities such as acidproof preferably, alkaline-resisting, corrosion-resistant and anti-aging.
Unidirectional GSZ is to be pressed into thin plate again towards regular hole pattern by high molecular polymer through extruding, and longitudinal stretching forms then. make macromolecule become the direct line sexual state netted globality structure of oblong that also formation is evenly distributed, node strength is high in this process. and this kind structure has quite high hot strength and stretch modulus.
Two-way GSZ be with high molecular polymer through extruding, become after plate, the punch process more vertically, cross directional stretch forms.This material all has very big hot strength on vertical and horizontal, this structure equally also can provide the desirable locking system of bearing and spreading of a more efficiently power in soil, is adapted to the ground of the permanent carrying of large tracts of land.
Biaxial tension plastics GSZ is applicable to various dykes and dams and roadbed reinforcement, side slope protection, hole wall reinforcement, the foundation reinforcement of permanent carryings such as large-scale airport, parking lot, harbour goods yard.
1. increase the road () bearing capacity of base, prolong the road () application life of base.
2. prevent the road () face subsides or cracks, and keeps ground attractive in appearance neat.
3. easy construction saves time, and is laborsaving, the reduction of erection time, reduces maintenance cost.
4. prevent that culvert from cracking.
5. the enhancing slight slope prevents erosion.
6. the minimizing cushion thickness is practiced thrift cost.
7. support the stable greening environment of side slope grass planting net pad.
8. the instead wire lath is used for false top net under the coal mine.
According to the difference of the mode of production, GSZ can be divided into plurality of classes.Like the criss-cross net structure that forms through braiding with polyester fiber or glass fiber, again at its surface-coated PVC material.Perhaps with the criss-cross net structure of plastic tensile band through being welded.The node strength of above-mentioned two types of GSZs is lower, and structural stability is relatively poor, actual complex receive in the force environment be difficult to the soil body is played effective reinforced action.Again perhaps through criss-cross net structure to forming after the plastic plate biaxial tension after the punching.Though such GSZ can provide stronger tensile strength at vertical and horizontal, and have higher node strength, still comparatively ideal structural stability can't be provided in diagonal.
For traditional rectangular grid 2, when bearing oblique orientation load, need through node with 90 degree angles respectively to the rib transmission of both direction, and the moment of torsion that this node bears can be very big, just there is the possibility of tearing more greatly in node.As shown in Figure 1; When the node 21 of grid receives from oblique during with two identical load F longitudinally at the same time; Its pairing rib 22 is except that bearing from the tensile force f longitudinally; Also will bear inclined load component f in a longitudinal direction, its F+f that makes a concerted effort is about 1.7 times of longitudinal force F, and causes its node 21 easily by tear failure.
The cancellated GSZ of above-mentioned criss-cross, though at vertical and horizontal certain tension effect can be provided, active force not necessarily comes from merely on the vertical and horizontal both direction in the reality.If actual force is applied to obliquely, then there is great unstability in this structure.
The utility model content
The technical problem that the utility model solves provides the netted grid of a kind of triangle, when making it receive all directions stressed, can keep stronger structural stability.
The technical solution of the utility model is:
The netted grid of a kind of triangle, wherein, the netted grid of said triangle comprises a plurality of host nodes and three groups of ribs, and three groups of said ribs extend along three different directions on the same plane respectively, and the said rib of each of same group is parallel to each other; Said host node is the intersection point of the said rib of three different directions, and three adjacent said host nodes and the said rib that connects said host node form a tension triangle; The parallel longitudinal of the direction of one group of said rib and the netted grid of this triangle wherein.
The netted grid of above-mentioned triangle, wherein, said tension triangle is an acute triangle.
The netted grid of above-mentioned triangle wherein, has width and thickness greater than other two groups of said ribs with the said rib of the parallel longitudinal of the netted grid of this triangle.
The netted grid of above-mentioned triangle wherein, also is provided with a minor node in each said tension triangle, and this minor node and said tension are connected with three reinforcing ribs between leg-of-mutton three summits, is formed with three in the said tension triangle and strengthens triangle.
The netted grid of above-mentioned triangle, wherein, said reinforcement triangle is an obtuse triangle.
The netted grid of above-mentioned triangle, wherein, said tension triangle is an equilateral triangle, and said reinforcement triangle is an isosceles triangle.
The netted grid of above-mentioned triangle, wherein, the width of said minor node and thickness are less than said host node, and the width of said reinforcing rib and thickness are less than said rib.
Learn that by above explanation the utility model can reach following effect compared with prior art really:
The netted structure of the triangle of the utility model; Adopting three groups of crossing formation with the triangle of ribs intersection on three directions is the net structure of elementary cell; Not only on structural strength, bigger improvement has been arranged, and it is received when loading, made it stressedly can access better dispersion than prior art; Protect netted structural entity planform, reduce the possibility of being torn; Simultaneously, wherein one group of rib is along cancellated vertical setting, after making that mesh grille is whole and laying, receive load more greatly and comparatively concentrate vertically, can keep better structural stability.
Further, the netted grid of the triangle of the utility model also is provided with the reinforcement triangle in the leg-of-mutton inside of its tension; Effect through minor node and reinforcing rib; Make to have better stressed dispersion effect between adjacent host node and the rib, simultaneously, also have the effect that pins down adjacent host node and rib; Strengthen host node and rib and form the leg-of-mutton structural strength of tension, the possibility that reduces its distortion and tear.
Description of drawings
Fig. 1 is the prior art constructions sketch map;
Fig. 2 is the preferred embodiment sketch map of the netted grid of triangle of the utility model;
Fig. 3 is the local pressure sketch map of the netted structure of triangle of the utility model;
Fig. 4 is the overall structure sketch map of the netted grid of triangle of the utility model;
Fig. 5 is another embodiment sketch map of the netted grid of the triangle of the utility model.
The critical element label declaration:
The utility model:
1: the netted grid 11 of triangle: host node 12: rib
13: minor node 14: reinforcing rib
2: grid 21: node 22: rib
The specific embodiment
The netted grid of a kind of triangle, it comprises a plurality of host nodes and three groups of ribs, and three groups of ribs extend along three different directions on the same plane respectively, and each rib of same group is parallel to each other; Host node is the intersection point of the rib of three different directions, and three adjacent host nodes and the rib that connects above-mentioned host node form a tension triangle; The parallel longitudinal of the direction of one group of rib and the netted grid of this triangle wherein.Make the netted grid of triangle intensity longitudinally bigger, the rib of this direction is not easy to be torn, and the grid that more helps laying keeps better structural stability.
Understand for technical characterictic, purpose and effect to the utility model have more clearly, contrast the specific embodiment of description of drawings the utility model at present.
As shown in Figure 2; Sketch map for the preferred embodiment of the netted grid of triangle of the utility model; The netted grid 1 of this triangle comprises that a plurality of host nodes 11 and 12, three groups of ribs 12 of three groups of ribs extend along three different directions on the same plane respectively, intersects each other to link to form net structure; And each rib 12 in same group is parallel to each other; In addition, the host node 11 of the utility model is the intersection point of the rib 12 of three different directions, and promptly each host node 11 is to being externally connected with six limits, and these six limits are intersected to form by three rib 12.Three adjacent host nodes 11 and the rib 12 that connects said host node 11 are connected to form a tension triangle; So, interconnect by a plurality of host nodes 11, form the netted structure of triangle as shown in the figure; The netted grid 1 of the triangle of the utility model when bearing the load of a certain direction, can be directly along loading direction and obliquely more effectively disperse load respectively to three direction transmission because stressed angle is little, be not easy to cause host node 11 to tear phenomenon.As shown in Figure 3; Receive at the same time from oblique during with two identical load longitudinally, 12 needs of its pairing rib bear the tensile force f that straight line passes over, and its node does not have the transfer torque that increases; Be not easy to produce node and tear phenomenon, its force structure is more reasonable.As shown in Figure 4, be the overall structure sketch map of the netted grid 1 of the triangle of the utility model, it is the mesh grille that longitudinally extends, when laying, the parallel longitudinal of the direction of one group of rib 12 and the netted grid 1 of this triangle wherein; Owing to longitudinally lay; So the longitudinal load-bearing of whole mesh grille is more loaded; Make the stressed more concentrated of this direction; The netted grid 1 of the triangle of the utility model, wherein one group of rib 12 direction is concentrated for the structure with parallel longitudinal effectively prevents load pulling force longitudinally, and the situation of effectively avoiding mesh grille 1 vertically to be torn occurs.
Shown in figure, preferable, the netted grid 1 of the triangle of the utility model, its tension triangle is an acute triangle, promptly in six of each host node 11 limits, the angle on two adjacent limits is an acute angle.Like this structure is set, can make the rib 12 that connects each host node 11 when receive the load of a certain direction, suffered pulling force is disperseed along the rib 12 of three directions at least, effectively reduce the possibility that rib 12 and host node 11 quilts are torn.
For the structural stability longitudinally of the netted grid 1 of the triangle that makes the utility model more firm; Preferable; Have width and thickness (not shown) with the rib 12 of the parallel longitudinal of the netted grid 1 of triangle greater than other two groups of said ribs 12; Bigger width and thickness make the structural strength of rib longitudinally bigger, can better bear net structure load pulling force longitudinally.
The netted grid of the triangle of the utility model; Further, as shown in Figure 5, in each tension triangle, also be provided with a minor node 13; Minor node 13 and said tension are connected with three reinforcing ribs 14 between leg-of-mutton three summits; With this, in the tension triangle, be formed with three and strengthen triangle, each is strengthened triangle and is formed by two reinforcing ribs 14 and a rib 12 sealings; And three reinforcing ribs 14 that link to each other with minor node 13 are connected with leg-of-mutton three summits of tension along three different directions respectively, make the stressed acquisition dispersion further of each host node 11, and can only not act on three ribs 12.As shown in the figure; The netted grid 1 of triangle after being provided with minor node 13 and reinforcing rib 14; On each host node 11 not only interconnection three rib 12 (totally six limits) are arranged, and between adjacent rib 12, also further be connected with a reinforcing rib 14, and every reinforcing rib 14 is through behind the minor node 13; Continue and be separated into two different host nodes 11 of two reinforcing ribs, 14 connections; Make each host node 11 in the time spent of doing that receives certain direction load, its stressed will being dispersed at least five directions, wherein active rib 12 bears main stressed; And reinforcing rib 14 connects three host nodes 11 at adjacent two rib 12 two ends; Active balance host node 11 stressed on three summits of triangular structure, make between each rib 12 to pin down each other, played the effect of consolidating three host node 11 relative positions and shape and being not easy to produce deformation simultaneously.
The netted grid 1 of the triangle of above-mentioned the utility model, preferable, above-mentioned reinforcement triangle is an obtuse triangle; Wherein the summit at its obtuse angle is a minor node 13, and its two base angle angles are less, even littler with distance between the individual limit that host node 11 is connected; More intensive, stressed dispersion effect is better.
As shown in the figure; In the preferred embodiment of the utility model; The tension triangle of the netted grid 1 of triangle is an equilateral triangle, and the setting of equilateral triangle makes the structure of whole mesh grille more reasonable; Make stressed dispersion more even simultaneously, can not cause because receive force intensity different and cause the situation that occurs tearing between rib 12 and the host node 11 of specific direction; And said reinforcement triangle is an isosceles triangle; At the tension triangle is under the situation of equilateral triangle; Minor node 13 is arranged at the leg-of-mutton center of tension, makes three reinforcing rib 14 equal in length that are attached thereto, when disperseing host node 11 stressed; Can make between three reinforcing ribs 14 and receive uniform strength, and be unlikely to make specific reinforcing rib 14 to be torn.
Preferable; The netted grid 1 of the triangle of the utility model; The width of its minor node 13 and thickness are less than host node 11, and the width of its reinforcing rib 14 and thickness are provided with the size that characteristics are selected host node 11, minor node 13, rib 12 and reinforcing rib 14 less than rib 12 according to demand and structure; When satisfying stressed peptizaiton, can also save material.
The netted grid 1 of the triangle of the utility model, preferable, adopt the method for plastics biaxial tension to process, also can adopt additive method, not as limit.
The above is merely the schematic specific embodiment of the utility model, is not in order to limit the scope of the utility model.Any those skilled in the art, equivalent variations of under the prerequisite of design that does not break away from the utility model and principle, having done and modification all should belong to the scope that the utility model is protected.
Claims (7)
1. the netted grid of triangle is characterized in that, the netted grid of said triangle comprises a plurality of host nodes and three groups of ribs, and three groups of said ribs extend along three different directions on the same plane respectively, and the said rib of each of same group is parallel to each other; Said host node is the intersection point of the said rib of three different directions, and three adjacent said host nodes and the said rib that connects said host node form a tension triangle; The parallel longitudinal of the direction of one group of said rib and the netted grid of this triangle wherein.
2. the netted grid of triangle as claimed in claim 1 is characterized in that said tension triangle is an acute triangle.
3. the netted grid of triangle as claimed in claim 1 is characterized in that, has width and thickness greater than other two groups of said ribs with the said rib of the parallel longitudinal of the netted grid of this triangle.
4. the netted grid of triangle as claimed in claim 2; It is characterized in that; Also be provided with a minor node in each said tension triangle, this minor node and said tension are connected with three reinforcing ribs between leg-of-mutton three summits, are formed with three in the said tension triangle and strengthen triangle.
5. the netted grid of triangle as claimed in claim 4 is characterized in that said reinforcement triangle is an obtuse triangle.
6. the netted grid of triangle as claimed in claim 4 is characterized in that said tension triangle is an equilateral triangle, and said reinforcement triangle is an isosceles triangle.
7. like the netted grid of each described triangle of claim 4 to 6, it is characterized in that the width of said minor node and thickness are less than said host node, the width of said reinforcing rib and thickness are less than said rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202463156U CN202187332U (en) | 2011-07-13 | 2011-07-13 | Triangular mesh grid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202463156U CN202187332U (en) | 2011-07-13 | 2011-07-13 | Triangular mesh grid |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202187332U true CN202187332U (en) | 2012-04-11 |
Family
ID=45918792
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011202463156U Expired - Lifetime CN202187332U (en) | 2011-07-13 | 2011-07-13 | Triangular mesh grid |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202187332U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104746497A (en) * | 2013-12-31 | 2015-07-01 | 泰安现代塑料有限公司 | Three-directional grille |
| CN105357996A (en) * | 2013-07-01 | 2016-02-24 | 耐克创新有限合伙公司 | Modular impact protection system for athletic wear |
-
2011
- 2011-07-13 CN CN2011202463156U patent/CN202187332U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105357996A (en) * | 2013-07-01 | 2016-02-24 | 耐克创新有限合伙公司 | Modular impact protection system for athletic wear |
| CN105357996B (en) * | 2013-07-01 | 2018-06-08 | 耐克创新有限合伙公司 | For the modularization impact protection system of sportswear |
| CN104746497A (en) * | 2013-12-31 | 2015-07-01 | 泰安现代塑料有限公司 | Three-directional grille |
| CN104746497B (en) * | 2013-12-31 | 2018-11-06 | 泰安现代塑料有限公司 | Three-dimensional grid |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: Beijing Jinyan Chengxin Intellectual Property Agency Co., Ltd. Zhang Guoliang Document name: Invalidation case notification |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120411 |