CN101962948A - Multi-directional stretching plastic geogrid and manufacturing method thereof - Google Patents
Multi-directional stretching plastic geogrid and manufacturing method thereof Download PDFInfo
- Publication number
- CN101962948A CN101962948A CN 201010262844 CN201010262844A CN101962948A CN 101962948 A CN101962948 A CN 101962948A CN 201010262844 CN201010262844 CN 201010262844 CN 201010262844 A CN201010262844 A CN 201010262844A CN 101962948 A CN101962948 A CN 101962948A
- Authority
- CN
- China
- Prior art keywords
- grid
- unit
- hole
- square
- geogrid
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Abstract
The invention discloses a multi-directional stretching plastic geogrid and a manufacturing method thereof. The multi-directional stretching plastic geogrid is characterized by comprising transverse bar bundles and longitudinal bar bundles which are alternately distributed and intersected, the intersected transverse bar bundles and the intersected longitudinal bar bundles form rectangular geogrid units which continuously extend and are connected with each other, and interlaced diagonal bars are arranged in the rectangular geogrid units. The manufacturing method of the geogrid comprises the following steps of: firstly punching or extruding a hole array on a plastic plate, and then stretching the plastic plate. In the invention, multi-directional loads can be synchronously borne, the probability of tearing failure of nodes is decreased, the whole structural strength is enhanced at the same time, and the stress state is more reasonable.
Description
One: technical field
The present invention relates to a kind of geotechnological material, especially a kind of plastic tensile rectangle mesh material and manufacture method thereof, it can be used for highway, railway, waterpower, electric power, water and soil conservation etc. and strengthens with the permanent carrying ground of large tracts of land.
Two: background technology
In permanent ground reinforcement civil engineerings such as roadbed and dykes and dams reinforcement, side slope protection, hole wall reinforcement, large-scale airport, parking lot, harbour goods yard, for reaching the factor of safety and strong, durable, geo-grid must satisfy following requirement in construction:
1. increase the bearing capacity of roadbed and ground, prolong the application life of roadbed and ground.
2. prevent that the road surface from subsiding or crack, keep ground attractive in appearance neat.
3. enhancing slight slope supports the stability protection environment of side slope grass planting net pad, prevents erosion.
4. but the substituted metal net is used for false top net under the mine.
5. have enough shear resistances, and have multidirectional locking system and stability.
The civil engineering reinforcement material select the project of vital and lasting importance that is related to workmanship for use.At present, alternative material has: simple tension plastics geo-grid, biaxial tension plastics geo-grid, three-dimensional stretched plastic geo-grid, steel are moulded geo-grid and geonet etc.
The said goods is subjected to single, the simple shape of net structure.Cause the interlocking ability of gathering materials relatively poor, friction snap-in force instability between the grid and the soil body causes potential safety hazard easily, thereby the nonvolatil reinforcement of Important Project reinforced require strict especially engineering then to be restricted, it will be by many axialmodes---and multi tension plastics geo-grid replaces.
Three: summary of the invention
For solving the problems of the technologies described above, the invention provides a kind of multi tension plastics geo-grid and manufacture method thereof, multiaxis is to (four-way) stretched plastic geo-grid, it can guarantee the stability of ground, have enough tensions, shear strength again, and can prevent soil loss and strengthened the effect that prevents subgrade settlement.
For achieving the above object, the technical solution adopted in the present invention is as follows:
A kind of multi tension plastics geo-grid, described grid has certain length and width, it comprises Cross slat cluster spaced apart and vertical bar cluster, wherein Cross slat rod and vertical bar rod are interlaced at joint, form and extend continuously and interconnected square-grid unit, the joint of square-grid unit is the node that crosses, and is provided with the diagonal bars rod in the square-grid unit, the two diagonal bars rods formation node that crosses mutually.
Above-mentioned multi tension plastics geo-grid, described square-grid unit depth-width ratio is 1: 2～2: 1.
Above-mentioned multi tension plastics geo-grid, described node is provided with lightening hole.
A kind of method of making the above-mentioned multi tension plastics of claim geo-grid may further comprise the steps:
A, go out on plastic plate or the extrusion cavities array, described hole array is arranged by some holes unit rules and is formed, and unit, described hole comprises four holes, arranges with the central point annular array in these four holes; Described regularly arranged for the unit, hole be horizontal, vertical equidistantly to around radiation launch;
B, with above-mentioned plastic plate carry out vertically, cross directional stretch.
In the above-mentioned manufacture method, each hole of unit, described hole is identical isosceles triangle hole, and the drift angle summit of isosceles triangle overlaps with longitudinal direction or transverse direction towards array center's point and its center line.
Above-mentioned manufacture method, the described vertical, horizontal that is stretched as stretches one by one.
Multiplying powers such as above-mentioned manufacture method, described transverse and longitudinal are stretched as stretch.
Beneficial effect of the present invention shows:
This multi tension plastics geo-grid provide a kind of multiaxis to the stretched plastic geo-grid, usually the stretching not care about one's appearance is by clamp clamps, and can on roller, slide, roller is perpendicular to draw direction, under the uniaxial tension situation, have only two relative not care about one's appearances to be clamped, make the tension goods produce inhomogeneous deformation; And multiaxis utilizes speed difference to realize that multipoint mode stretches to adopting multiple roll to twine coated formula, thereby has realized that the draw ratio rate of change is stable, and article construction shape homogeneous phase together.
Each node of the square-grid unit of this geotechnological grid connects eight muscle bands, the node that the formation size of node is compared other grids formation is big, its supporting capacity strengthens, simultaneously, contain the staggered node that also forms of diagonal muscle band and diagonal muscle band in this square-grid unit, the square-grid unit is divided into stable triangular element, has further strengthened the transverse and longitudinal and the oblique extension stress of grid.
This geotechnological grid adopts stretch forming process, and non-welding or braiding form, and whole geo-grid pull resistance is good, not easy fracture or the situation that occurs coming unglued.
This shows that the present invention can guarantee the stability of ground, have enough tensions, shear strength again, and can prevent soil loss and strengthened the effect that prevents subgrade settlement.
Utilize the network structure of uniqueness set forth in the present invention, can make the tensile strength height, tearing toughness is big, and is strong with soil rubble adhesion; The frictional force of grid surface and filler increases, and grid also increases the resistance of filler; Because the relation of above factor can produce bigger " snap-in force " and " build-in force ", increases its interface friction resistance, guarantees that geotechnical engineering is perfectly safe.
Four: description of drawings
Fig. 1 is the structural representation of mesh material of the present invention;
Fig. 2 is a kind of hole array structure schematic diagram.
Five: the specific embodiment:
Describe the present invention below in conjunction with the drawings and specific embodiments:
As shown in Figure 1, a kind of multi tension plastics geo-grid, described grid has certain length and width, it comprises Cross slat cluster and the vertical bar cluster that plays the effect of muscle band spaced apart, wherein Cross slat rod and vertical bar rod are interlaced at joint, form and extend interconnected square-grid unit continuously, and the joint of square-grid unit is the node that crosses, be provided with the diagonal bars rod in the square-grid unit, the two diagonal bars rods formation node that crosses mutually.The summit that is the square-grid unit is connected with 8 muscle bands, forms " rice " word shape, and square-grid unit interior nodes is " X " shape, is connected with four muscle bands.
Described square-grid unit depth-width ratio is 1: 2～2: 1; As improvement of the present invention lightening hole can be set on node.
A kind of method of making above-mentioned multi tension plastics geo-grid may further comprise the steps:
A, on plastic plate, go out or the extrusion cavities array, described hole array is arranged by some holes unit rules and is formed, unit, described hole comprises four holes, arrange with the central point annular array in these four holes, each hole is identical equilateral triangle hole, and the drift angle summit of equilateral triangle overlaps with vertical or transverse direction towards array center's point and its center line; Described regularly arranged for the unit, hole be horizontal, vertical equidistantly to around radiation launch;
B, with above-mentioned plastic plate carry out vertically, cross directional stretch.
Described stretching can vertical, horizontal stretch one by one; Also can be horizontal stroke, vertically stretch one by one or transverse and longitudinal stretches simultaneously; Multiplying powers such as described transverse and longitudinal is stretched as stretch.
Thereby can change the size of square-grid unit by the big or small and distance that changes the unit, hole.
Specific embodiment one:
The plastics parent material of the array of described multi tension plastics geo-grid by will having the hole stretches and makes.
Punching or punching on plastic plate form hole array as shown in Figure 2, make the plastics parent material that has the hole array, and the lateral separation of adjacent holes unit is less than fore-and-aft distance.Then, at first vertically the plastics transverse and longitudinal is stretched simultaneously, make grill unit Cross slat rod and vertical bar rod length reach 2: 1.
Specific embodiment two:
Punching or punching on plastic plate form hole array as shown in Figure 2, make the plastics parent material that has the hole array, and the transverse and longitudinal distance of adjacent holes unit is identical.Then, at first vertically the plastics parent material is stretched, cross directional stretch makes grill unit Cross slat rod and vertical bar rod length reach 1: 1 then, and at 45 with the angle of oblique rod.
Specific embodiment three:
Punching or punching on plastic plate form hole array as shown in Figure 2, make the plastics parent material that has the hole array, and the fore-and-aft distance of adjacent holes unit is less than lateral separation.Then, at first vertically the plastics parent material is stretched, cross directional stretch makes grill unit Cross slat rod and vertical bar rod length reach 1: 2 then.
This shows that embodiments of the present invention are a lot, the rectangle of forming grill unit can be designed to square, rectangle, and the grid mesh can be designed to triangle, band rounded triangle, also can be designed to circle, ellipse.No matter occur in which way, all belong to protection scope of the present invention as long as be used in similar all technical schemes of structure of invention.
Claims (7)
1. multi tension plastics geo-grid, it is characterized in that, described grid has certain length and width, it comprises Cross slat cluster spaced apart and vertical bar cluster, wherein Cross slat rod and vertical bar rod are interlaced at joint, form and extend continuously and interconnected square-grid unit, and the joint of square-grid unit is the node that crosses, be provided with the diagonal bars rod in the square-grid unit, the two diagonal bars rods formation node that crosses mutually.
2. multi tension plastics geo-grid according to claim 1 is characterized in that: described square-grid unit depth-width ratio is 1: 2～2: 1.
3. multi tension plastics geo-grid according to claim 1 and 2, it is characterized in that: described node is provided with lightening hole.
4. method of making claim 1 or 2 described multi tension plastics geo-grid is characterized in that:
A, go out on plastic plate or the extrusion cavities array, described hole array is arranged by some holes unit rules and is formed, and unit, described hole comprises four holes, arranges with the central point annular array in these four holes; Described regularly arranged for the unit, hole be horizontal, vertical equidistantly to around radiation launch;
B, with above-mentioned plastic plate carry out vertically, cross directional stretch.
5. according to the described manufacture method of claim 4, it is characterized in that: each hole of unit, described hole is identical isosceles triangle hole, and the drift angle summit of isosceles triangle overlaps with vertical or transverse direction towards array center's point and its center line.
6. manufacture method according to claim 4 is characterized in that: the described vertical, horizontal that is stretched as stretches one by one.
7. according to claim 4 or 5 described manufacture methods, it is characterized in that: describedly stretch to multiplying power such as being stretched as in length and breadth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010262844 CN101962948A (en) | 2010-08-23 | 2010-08-23 | Multi-directional stretching plastic geogrid and manufacturing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010262844 CN101962948A (en) | 2010-08-23 | 2010-08-23 | Multi-directional stretching plastic geogrid and manufacturing method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101962948A true CN101962948A (en) | 2011-02-02 |
Family
ID=43515988
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010262844 Pending CN101962948A (en) | 2010-08-23 | 2010-08-23 | Multi-directional stretching plastic geogrid and manufacturing method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101962948A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561297A (en) * | 2011-09-30 | 2012-07-11 | 泰安路德工程材料有限公司 | Diamond multi-axial plastically-stretched geogrid and method for making same |
| CN102615817A (en) * | 2012-04-08 | 2012-08-01 | 范雯丽 | Manufacturing method of spider web-like plastic geogrid and geogrid manufactured by manufacturing method |
| CN102615818A (en) * | 2012-04-08 | 2012-08-01 | 范雯丽 | Manufacturing method of tortoiseshell pattern-like plastic geogrid and geogrid manufactured by manufacturing method |
| CN102995619A (en) * | 2012-12-28 | 2013-03-27 | 泰安路德工程材料有限公司 | Highly smart LDTG composite geotechnical material and engineering monitoring system thereof |
| CN103707525A (en) * | 2013-12-13 | 2014-04-09 | 陕西宝成航空仪表有限责任公司 | Processing method of precision sheet plastic parts |
| CN103741666A (en) * | 2013-12-25 | 2014-04-23 | 广西科技大学 | Enhanced earthwork grid |
| CN108643162A (en) * | 2018-05-23 | 2018-10-12 | 泰安市中研复合材料科技有限公司 | A kind of dipping fibrous composite TGXG band and grid entirely |
| CN115135493A (en) * | 2020-06-24 | 2022-09-30 | 坦萨国际公司 | Multi-shaft integral geogrid and manufacturing and using method thereof |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1460590A (en) * | 2003-06-18 | 2003-12-10 | 湖北力特土工材料有限公司 | Production method of civil engineering grille |
| US20060116040A1 (en) * | 2003-12-30 | 2006-06-01 | Kwang-Jung Yun | Geogrid composed of fiber-reinforced polymeric strip and method for producing the same |
| CN101363571A (en) * | 2007-08-11 | 2009-02-11 | 李允成 | Integration embossment stretching and punching grille |
| CN101413244A (en) * | 2008-11-17 | 2009-04-22 | 中国科学院地质与地球物理研究所 | Earth work grille for reinforcing highway foundation and its use method |
| CN201411677Y (en) * | 2009-06-19 | 2010-02-24 | 宜兴市华泰土工材料有限公司 | Three-way drawing geogrid |
| CN101700697A (en) * | 2009-10-23 | 2010-05-05 | 李娟� | Multidirectional stressed plastic tensile grate and manufacturing method thereof |
| CN101768948A (en) * | 2010-01-12 | 2010-07-07 | 南昌天高新材料股份有限公司 | Pre-perforated plate structure in manufacturing of omnidirectional geogrid |
| CN201546217U (en) * | 2010-01-12 | 2010-08-11 | 南昌天高新材料股份有限公司 | Omnidirectional geotechnical grille |
| CN201801795U (en) * | 2010-08-23 | 2011-04-20 | 泰安路德工程材料有限公司 | Multidirectional stretching plastic geogrid |
-
2010
- 2010-08-23 CN CN 201010262844 patent/CN101962948A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1460590A (en) * | 2003-06-18 | 2003-12-10 | 湖北力特土工材料有限公司 | Production method of civil engineering grille |
| US20060116040A1 (en) * | 2003-12-30 | 2006-06-01 | Kwang-Jung Yun | Geogrid composed of fiber-reinforced polymeric strip and method for producing the same |
| CN101363571A (en) * | 2007-08-11 | 2009-02-11 | 李允成 | Integration embossment stretching and punching grille |
| CN101413244A (en) * | 2008-11-17 | 2009-04-22 | 中国科学院地质与地球物理研究所 | Earth work grille for reinforcing highway foundation and its use method |
| CN201411677Y (en) * | 2009-06-19 | 2010-02-24 | 宜兴市华泰土工材料有限公司 | Three-way drawing geogrid |
| CN101700697A (en) * | 2009-10-23 | 2010-05-05 | 李娟� | Multidirectional stressed plastic tensile grate and manufacturing method thereof |
| CN101768948A (en) * | 2010-01-12 | 2010-07-07 | 南昌天高新材料股份有限公司 | Pre-perforated plate structure in manufacturing of omnidirectional geogrid |
| CN201546217U (en) * | 2010-01-12 | 2010-08-11 | 南昌天高新材料股份有限公司 | Omnidirectional geotechnical grille |
| CN201801795U (en) * | 2010-08-23 | 2011-04-20 | 泰安路德工程材料有限公司 | Multidirectional stretching plastic geogrid |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561297A (en) * | 2011-09-30 | 2012-07-11 | 泰安路德工程材料有限公司 | Diamond multi-axial plastically-stretched geogrid and method for making same |
| WO2013044593A1 (en) * | 2011-09-30 | 2013-04-04 | 泰安路德工程材料有限公司 | Diamond type multi-axial plastic stretchable geogrid and manufacturing method thereof |
| CN102561297B (en) * | 2011-09-30 | 2014-11-12 | 泰安路德工程材料有限公司 | Diamond multi-axial plastically-stretched geogrid and method for making same |
| CN102615817A (en) * | 2012-04-08 | 2012-08-01 | 范雯丽 | Manufacturing method of spider web-like plastic geogrid and geogrid manufactured by manufacturing method |
| CN102615818A (en) * | 2012-04-08 | 2012-08-01 | 范雯丽 | Manufacturing method of tortoiseshell pattern-like plastic geogrid and geogrid manufactured by manufacturing method |
| CN102995619A (en) * | 2012-12-28 | 2013-03-27 | 泰安路德工程材料有限公司 | Highly smart LDTG composite geotechnical material and engineering monitoring system thereof |
| CN103707525A (en) * | 2013-12-13 | 2014-04-09 | 陕西宝成航空仪表有限责任公司 | Processing method of precision sheet plastic parts |
| CN103707525B (en) * | 2013-12-13 | 2015-09-09 | 陕西宝成航空仪表有限责任公司 | A kind of processing method of precise flat plastic part |
| CN103741666A (en) * | 2013-12-25 | 2014-04-23 | 广西科技大学 | Enhanced earthwork grid |
| CN108643162A (en) * | 2018-05-23 | 2018-10-12 | 泰安市中研复合材料科技有限公司 | A kind of dipping fibrous composite TGXG band and grid entirely |
| CN115135493A (en) * | 2020-06-24 | 2022-09-30 | 坦萨国际公司 | Multi-shaft integral geogrid and manufacturing and using method thereof |
| CN115135493B (en) * | 2020-06-24 | 2023-11-28 | 坦萨国际公司 | Multi-axis integral geogrid and method of making and using same |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101962948A (en) | Multi-directional stretching plastic geogrid and manufacturing method thereof | |
| CN101700697B (en) | Multidirectional stressed plastic tensile grate, manufacturing method thereof and the plastic sheet | |
| CN201801795U (en) | Multidirectional stretching plastic geogrid | |
| CN102066668A (en) | Multi-axial grid or mesh structures with high aspect ratio ribs | |
| CN200996132Y (en) | Sandproof railing of flexible board | |
| CN2846506Y (en) | Convenient combined earthwork grid | |
| CN208039219U (en) | A kind of hexagon grid with node | |
| CN104746498B (en) | four-way grid | |
| CN204715336U (en) | A kind of crossbar contact overlap joint injection moulding clad type geo-grid | |
| CN202187332U (en) | Triangular mesh grid | |
| CN102561297B (en) | Diamond multi-axial plastically-stretched geogrid and method for making same | |
| CN203755289U (en) | Three-dimensional grill | |
| CN205259164U (en) | Multidirectional plastics geogrid | |
| CN205296183U (en) | Vegetation protection network | |
| CN203755288U (en) | Four-way grid | |
| CN202347512U (en) | Diamond type multi-axial plastic tensile geogrid | |
| CN105887797B (en) | A kind of combined type socketed earthwork cellular chamber | |
| CN206667220U (en) | four-way grid | |
| CN201924335U (en) | High-strength composite fiber geogrid | |
| CN204728346U (en) | Reinforcement macaroni yarn pad | |
| CN2755177Y (en) | Bulkhead wall guipure | |
| CN104746497A (en) | Three-directional grille | |
| CN100501006C (en) | Multi-directional wind resistant three-dimensional grid series polymer vertical hanging sand-obstacle and method for manufacturing same | |
| CN220666171U (en) | Geogrid | |
| CN201787318U (en) | Plastic tensioned double-bar mesh-structured material |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20110202 |