CN208685587U - A kind of high-strength earth work grille - Google Patents

A kind of high-strength earth work grille Download PDF

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Publication number
CN208685587U
CN208685587U CN201821281667.3U CN201821281667U CN208685587U CN 208685587 U CN208685587 U CN 208685587U CN 201821281667 U CN201821281667 U CN 201821281667U CN 208685587 U CN208685587 U CN 208685587U
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Prior art keywords
rib
broadwise
grid ontology
earth work
grid
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CN201821281667.3U
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张南巡
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Anping Xinsheng Geotechnical Materials Co Ltd
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Anping Xinsheng Geotechnical Materials Co Ltd
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Abstract

The utility model provides a kind of high-strength earth work grille, the TGXG includes grid ontology and reinforces saving, grid ontology is from a plurality of orthogonal through being interwoven to rib and broadwise rib, described through being in the arc-shaped of recess to rib and the broadwise rib in the grid ontology, the mesh area of the grid ontology is not more than 250mm2;Reinforce section, is symmetrically distributed in the two sides up and down at the right-angled intersection through to rib and the broadwise rib, the reinforcement section is rectangular preiection structure, and the thickness for reinforcing section is not less than 1mm.The mesh area that the utility model passes through reduction grid ontology, and reinforcement section is added at through the right-angled intersection to rib and broadwise rib, to which the structural strength of TGXG will be increased substantially, apply it when on building masonry wall, meet the pull resistance of wall and the requirement of crack resistance, so that wall is not securely easy to crack, while extending the service life of metope.

Description

A kind of high-strength earth work grille
Technical field
The utility model belongs to TGXG technical field, and in particular to a kind of high-strength earth work grille.
Background technique
The rapid economic development in China since reform and opening-up, while also having driven the rapid development of TGXG, Tu Gongge Grid are generally used for various dykes and dams and roadbed reinforcement, side slope protection, foundation reinforcement, in recent years also someone by TGXG be used in building On the wall of object, for preventing the drawing crack of wall, while extending the service life of metope.
However, applicant finds use on the TGXG of dykes and dams, roadbed, ground by engineering practice, due to structural strength Low, mesh is not suitable for greatly on the wall of building, is unable to satisfy wall to the building requirements of pull resistance and crack resistance.
As seen through the above analysis, one kind is lacked in existing TGXG to be applied on building masonry wall, and can be full The pull resistance of sufficient wall and the requirement of crack resistance.
Utility model content
To solve the above problems existing in the prior art, the purpose of this utility model is to provide a kind of high-intensitive geotechnological lattice Grid are applied on building masonry wall, the case where meeting the pull resistance of wall and the requirement of crack resistance, wall is avoided to crack.
In order to solve the above technical problems, the technical scheme adopted by the utility model is:
A kind of high-strength earth work grille, including,
Grid ontology, from a plurality of orthogonal through being interwoven to rib and broadwise rib, in the grid ontology It is described through being in the arc-shaped of recess to rib and the broadwise rib, the mesh area of the grid ontology is not more than 250mm2
Reinforce section, is symmetrically distributed in the two sides up and down at the right-angled intersection through to rib and the broadwise rib, institute Stating reinforcement section is rectangular preiection structure, and the thickness for reinforcing section is not less than 1mm.
Further, the mesh form of the grid ontology is square.
Further, the mesh form of the grid ontology is rectangle.
Further, described through being not less than 1.5mm to the width of rib, the width of the broadwise rib is not less than 1mm;
The thickness through to rib is identical as the thickness of the broadwise rib, and is not less than 0.5mm.
Further, described through being symmetric to the arc-shaped of rib both sides;
Arc-shaped being symmetric on broadwise rib both sides.
Further, described through being equipped with decorative pattern to the surface of rib and the broadwise rib, wherein the shape of the decorative pattern It is not limited to oblique line, wave.
Further, the reinforcement section is linked together by Shooting Technique and the grid ontology.
Further, the grid body interior is provided with two and is mutually perpendicular to the reinforcing rib to interweave.
Further, the grid ontology and the material for reinforcing section are not limited to PP, PE.
Further, the grid ontology and the color for reinforcing section are not limited to black, white, cyan.
By adopting the above-described technical solution, the technological progress that the utility model obtains is:
The utility model provides a kind of high-strength earth work grille, which includes grid ontology and reinforce saving, net Lattice ontology is described through to rib in the grid ontology from a plurality of orthogonal through being interwoven to rib and broadwise rib It is in the arc-shaped of recess with the broadwise rib, the mesh area of the grid ontology is not more than 250mm2;Reinforce section, symmetrically The two sides up and down at the right-angled intersection through to rib and the broadwise rib are distributed in, the reinforcement section is rectangular preiection knot Structure, the thickness for reinforcing section are not less than 1mm.To the above structure, by reducing the mesh area of grid ontology, and through to Reinforcement section is added at the right-angled intersection of rib and broadwise rib, so that the structural strength that will increase substantially TGXG, makes it It applies when on building masonry wall, meets the pull resistance of wall and the requirement of crack resistance, so that wall is not securely easy to crack, simultaneously Extend the service life of metope.
The utility model provides a kind of high-strength earth work grille, and the mesh area in the TGXG is not more than 250mm2, by the reduction to mesh area so that the TGXG can be applied not only to building masonry wall, dykes and dams, roadbed, On ground, also can be applicable to garden, forest farm, farm protection on.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the TGXG in embodiment one;
Fig. 2 is the partial top view of the TGXG in embodiment one;
Fig. 3 is the cross-sectional view of A-A;
Fig. 4 is the structural schematic diagram of the TGXG in embodiment two;
Fig. 5 is the top view of the TGXG in embodiment two;
Wherein, 1- grid ontology;11- is through to rib;12- broadwise rib;13- is arc-shaped;2- reinforces section;3- decorative pattern;4- Reinforcing rib.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describing, it is clear that described embodiment is only a part of the embodiment of the utility model, rather than all Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are not making creative work premise Under every other embodiment obtained, fall within the protection scope of the utility model.
Aiming at the problems existing in the prior art, the utility model provides a kind of high-strength earth work grille, the TGXG It is described in the grid ontology from a plurality of orthogonal through being interwoven to rib and broadwise rib including grid ontology Through being in the arc-shaped of recess to rib and the broadwise rib, the mesh area of the grid ontology is not more than 250mm2
Reinforce section, is symmetrically distributed in the two sides up and down at the right-angled intersection through to rib and the broadwise rib, institute Stating reinforcement section is rectangular preiection structure, and the thickness for reinforcing section is not less than 1mm.
In concrete application scene, the mesh area of grid ontology can not only be not more than 250mm2In the range of take Value can also be not less than 250mm2In the range of value, guaranteeing TGXG structural strength and not leaking impregnable In the case of, it can specifically be selected according to actual needs using the mesh of the grid ontology of which kind of area value, such area Value changes the protection scope that will not influence the application.
Wherein, by adding reinforcement section at through the right-angled intersection to rib and broadwise rib, to will increase substantially The structural strength of TGXG applies it when on building masonry wall, meets the pull resistance of wall and the requirement of crack resistance, makes It is securely not easy to crack to obtain wall, while extending the service life of metope.
Wherein, reinforce the thickness of section not only can in the range of not less than 3mm value, can also be no more than 3mm's Value in range specifically can using the reinforcement section of which kind of thickness in the case where guaranteeing that TGXG structural strength is unaffected To be selected according to actual needs, such thickness change will not influence the protection scope of the application.
Further, the mesh form of the grid ontology is square.
Further, the mesh form of the grid ontology is rectangle.
Further, described through being not less than 1.5mm to the width of rib, the width of the broadwise rib is not less than 1mm;
The thickness through to rib is identical as the thickness of the broadwise rib, and is not less than 0.5mm.
In concrete application scene, through the width to rib not only can be not less than 3.5mm in the range of value, can also With value in the range of being not more than 3.5mm, in the case where guaranteeing that TGXG structural strength is unaffected, which specifically uses Kind of width through that can be selected according to actual needs to rib, such change width will not influence the protection of the application Range.
Wherein, the width of broadwise rib not only can be not less than 3mm in the range of value, can also be not more than 3mm In the range of value, guarantee TGXG structural strength it is unaffected in the case where, specifically use which kind of width broadwise muscle Item can be selected according to actual needs, and such change width will not influence the protection scope of the application.
Wherein, through to the thickness of rib and broadwise rib not only can in the range of being not less than 1.5mm value, can also be with Which kind of value in the range of being not more than 1.5mm specifically uses in the case where guaranteeing that TGXG structural strength is unaffected Thickness through that can be selected according to actual needs to rib and broadwise rib, such thickness change will not influence this Shen Protection scope please.
Further, described through being symmetric to the arc-shaped of rib both sides;
Arc-shaped being symmetric on broadwise rib both sides.
In concrete application scene, through being arc-shaped to the both sides of rib and broadwise rib, this will be not reduce structure strong In the case where degree, material is reduced to reduce costs and improves benefit.
Further, described through being equipped with decorative pattern to the surface of rib and the broadwise rib, wherein the shape of the decorative pattern It is not limited to oblique line, wave.
In concrete application scene, through adding decorative pattern to the surface of rib and broadwise rib, the geotechnique is not only increased The structural strength of grid, while also enhancing through the frictional property to rib and broadwise rib and wall, so that the TGXG and wall Face connection is stronger.
Further, the reinforcement section is linked together by Shooting Technique and the grid ontology.
Further, the grid body interior is provided with two and is mutually perpendicular to the reinforcing rib to interweave.
In concrete application scene, it is mutually perpendicular to the reinforcing rib to interweave by being arranged two in grid body interior, will be made The mesh area for obtaining grid ontology more becomes smaller, while will also enhance the structural strength of the TGXG.
Further, the grid ontology and the material for reinforcing section are not limited to PP, PE.
In concrete application scene, grid ontology and the material for reinforcing section, which not only can be PP, PE, to be PVC etc. Plastics, grid ontology and the material for reinforcing section can be adjusted according to the actual needs, guarantee TGXG structural strength Which kind of in the case where unaffected, can specifically be selected according to actual needs using material, such material variation is not It will affect the protection scope of the application.
Further, the grid ontology and the color for reinforcing section are not limited to black, white, cyan.
In concrete application scene, grid ontology and the color for reinforcing section can be not only black, white, cyan, may be used also Think that red, blue, yellow, grid ontology and the color for reinforcing section can be adjusted according to the actual needs, is guaranteeing soil Which kind of in the case that work cell structure intensity is unaffected, can specifically be selected according to actual needs using color, in this way Color change will not influence the protection scope of the application.
By adopting the above-described technical solution, the technological progress that the utility model obtains is:
The utility model provides a kind of high-strength earth work grille, which includes grid ontology and reinforce saving, net Lattice ontology is described through to rib in the grid ontology from a plurality of orthogonal through being interwoven to rib and broadwise rib It is in the arc-shaped of recess with the broadwise rib, the mesh area of the grid ontology is not more than 250mm2;Reinforce section, symmetrically The two sides up and down at the right-angled intersection through to rib and the broadwise rib are distributed in, the reinforcement section is rectangular preiection knot Structure, the thickness for reinforcing section are not less than 1mm.To the above structure, by reducing the mesh area of grid ontology, and through to Reinforcement section is added at the right-angled intersection of rib and broadwise rib, so that the structural strength that will increase substantially TGXG, makes it It applies when on building masonry wall, meets the pull resistance of wall and the requirement of crack resistance, so that wall is not securely easy to crack, simultaneously Extend the service life of metope.
Utility model provides a kind of high-strength earth work grille, and the mesh area in the TGXG is not more than 250mm2, By the reduction to mesh area so that the TGXG can be applied not only to building masonry wall, dykes and dams, roadbed, on ground, Also can be applicable to garden, forest farm, farm protection on.
Embodiment one
It is the geotechnique in a kind of concrete application scene provided by the utility model as shown in Figure 1, 2 based on above-mentioned design The structural schematic diagram of grid, as shown in Figure 1, the TGXG includes grid ontology 1, from a plurality of orthogonal through to rib 11 It is interwoven with broadwise rib 12, it is described through being in recess to rib 11 and the broadwise rib 12 in the grid ontology 1 Arc-shaped 13, the mesh area of the grid ontology 1 is 225mm2
As shown in Fig. 2, reinforcing section 2, it is symmetrically distributed in the right-angled intersection through to rib 11 and the broadwise rib 12 Place two sides up and down, as shown in figure 3, reinforcements section 2 be rectangular preiection structure, it is described reinforce save 2 with a thickness of 1.1mm.
Further, the mesh form of the grid ontology 1 is square.
Further, as shown in Fig. 2, described through being 1.5mm to the width of rib 11, the width of the broadwise rib 12 is 1mm;
The thickness through to rib 11 is identical as the thickness of the broadwise rib 12, and with a thickness of 0.5mm.
Further, as shown in Figure 1, it is described through being symmetric to arc-shaped the 13 of 11 both sides of rib;
Arc-shaped the 13 of 12 both sides of broadwise rib are symmetric.
Further, as shown in Figure 1, reinforcement section 2 is linked together by Shooting Technique with the grid ontology 1.
Further, the grid ontology 1 and the material for reinforcing section 2 are not limited to PP.
Further, the grid ontology 1 and the color for reinforcing section 2 are not limited to black.
Embodiment two
It is the geotechnique in a kind of concrete application scene provided by the utility model as shown in Figure 4,5 based on above-mentioned design The structural schematic diagram of grid, as shown in figure 3, the TGXG includes grid ontology 1, from a plurality of orthogonal through to rib 11 It is interwoven with broadwise rib 12, it is described through being in recess to rib 11 and the broadwise rib 12 in the grid ontology 1 Arc-shaped 13, the mesh area of the grid ontology 1 is 200mm2
As shown in figure 5, reinforcing section 2, it is symmetrically distributed in the right-angled intersection through to rib 11 and the broadwise rib 12 The two sides up and down at place, reinforcements section 2 are rectangular preiection structure, it is described reinforce saving 2 with a thickness of 2mm.
Further, the mesh form of the grid ontology 1 is square.
Further, as shown in figure 5, described through being 1.8mm to the width of rib 11, the width of the broadwise rib 12 is 1.5mm;
The thickness through to rib 11 is identical as the thickness of the broadwise rib 12, and with a thickness of 1.2mm.
Further, as shown in figure 4, it is described through being symmetric to arc-shaped the 13 of 11 both sides of rib;
Arc-shaped the 13 of 12 both sides of broadwise rib are symmetric.
Further, as shown in figure 4, it is described through being equipped with oblique line shape to the surface of rib 11 and the broadwise rib 12 Decorative pattern 3.
Further, as shown in figure 5, reinforcement section 2 is linked together by Shooting Technique with the grid ontology 1.
Further, as shown in figure 3, the grid ontology 1, which is internally provided with two, is mutually perpendicular to the reinforcing rib 4 to interweave.
Further, the grid ontology 1 and the material for reinforcing section 2 are not limited to PP.
Further, the grid ontology 1 and the color for reinforcing section 2 are not limited to black.
It will be appreciated by those skilled in the art that the accompanying drawings are only schematic diagrams of a preferred implementation scenario, module in attached drawing or Process is not necessarily implemented necessary to the utility model.
It will be appreciated by those skilled in the art that the module in device in implement scene can be described according to implement scene into Row is distributed in the device of implement scene, can also be carried out corresponding change and is located at the one or more dresses for being different from this implement scene In setting.The module of above-mentioned implement scene can be merged into a module, can also be further split into multiple submodule.
Disclosed above is only the specific implementation scene of the utility model, and still, the utility model is not limited to this, any this field Technical staff can think variation should all fall into the protection scope of the utility model.

Claims (10)

1. a kind of high-strength earth work grille, which is characterized in that including,
Grid ontology (1), from a plurality of orthogonal through being interwoven to rib (11) and broadwise rib (12), the grid sheet Arc-shaped (13) through to rib (11) and the broadwise rib (12) being in recess in body (1), the grid ontology (1) mesh area is not more than 250mm2
Reinforce section (2), is symmetrically distributed in upper and lower at the right-angled intersection through to rib (11) and the broadwise rib (12) Two sides, the reinforcement section (2) are rectangular preiection structure, and the thickness for reinforcing section (2) is not less than 1mm.
2. a kind of high-strength earth work grille according to claim 1, it is characterised in that: the mesh of the grid ontology (1) Shape is square.
3. a kind of high-strength earth work grille according to claim 1, it is characterised in that: the mesh of the grid ontology (1) Shape is rectangle.
4. a kind of high-strength earth work grille according to claim 1, it is characterised in that: the width through to rib (11) Not less than 1.5mm, the width of the broadwise rib (12) is not less than 1mm;
The thickness through to rib (11) is identical as the thickness of the broadwise rib (12), and is not less than 0.5mm.
5. a kind of high-strength earth work grille according to claim 1, it is characterised in that: described through to rib (11) both sides Arc-shaped (13) are symmetric;
Arc-shaped (13) on broadwise rib (12) both sides are symmetric.
6. a kind of high-strength earth work grille according to claim 1, it is characterised in that: described through to rib (11) and described The surface of broadwise rib (12) is equipped with decorative pattern (3), wherein the shape of the decorative pattern (3) is not limited to oblique line, wave.
7. a kind of high-strength earth work grille according to claim 1, it is characterised in that: the reinforcement section (2) passes through injection molding Technique is linked together with the grid ontology (1).
8. a kind of high-strength earth work grille according to claim 1, it is characterised in that: set inside the grid ontology (1) It is equipped with two and is mutually perpendicular to the reinforcing rib (4) to interweave.
9. a kind of high-strength earth work grille according to claim 1, it is characterised in that: the grid ontology (1) and described The material for reinforcing section (2) is not limited to PP, PE.
10. a kind of high-strength earth work grille according to claim 1, it is characterised in that: the grid ontology (1) and described The color for reinforcing section (2) is not limited to black, white, cyan.
CN201821281667.3U 2018-08-09 2018-08-09 A kind of high-strength earth work grille Active CN208685587U (en)

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Application Number Priority Date Filing Date Title
CN201821281667.3U CN208685587U (en) 2018-08-09 2018-08-09 A kind of high-strength earth work grille

Publications (1)

Publication Number Publication Date
CN208685587U true CN208685587U (en) 2019-04-02

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