CN203498818U - High-strength geocell capable of being quickly jointed - Google Patents
High-strength geocell capable of being quickly jointed Download PDFInfo
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- CN203498818U CN203498818U CN201320581640.7U CN201320581640U CN203498818U CN 203498818 U CN203498818 U CN 203498818U CN 201320581640 U CN201320581640 U CN 201320581640U CN 203498818 U CN203498818 U CN 203498818U
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- geocell
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Abstract
The utility model discloses a high-strength geocell capable of being quickly jointed, and the geocell comprises a connecting piece and a geocell sheet material which is connected with the connecting piece in a plugging manner. The geocell sheet material is connected to the outer periphery of the connecting piece. The overall connecting piece is cylindrical. The outer periphery of the connecting piece is provided with a groove in an equal-division manner, and the cross section of the groove is C-shaped. The groove passes through the top surface of the connecting piece to the bottom surface of the connecting piece. One end of the cross section of the geocell sheet material is bulb-shaped, and the bulb-shaped end of the geocell sheet material is inserted into the groove of the connecting piece. According to the utility model, the structure of the geocell sheet material can be designed according to the specific requirements, and the production is organized, thereby improving the applicability of a product, improving the strength of the whole cushion layer of oil and sandstone in a geocell, and achieving a using effect of a conventional product through lower cost of production and conveying.
Description
Technical field:
The utility model relates to a kind of high strength geotechnical grid that can splice fast.
Background technology:
At present, the geotechnical grid adopting in civil engineering, is first by extrusion equipment, to produce strip plastic sheet (geotechnical grid sheet), then by connected modes such as riveting, weldering, grafting, is cellular stereoscopic grid infrastructure product after being processed to form expansion.High strength geotechnical grid normally by certain area as the processing of product, launch again to install after transporting to job site.Aspect transportation, because its volume is larger, cause cost of transportation too high, use region to be restricted.In use, in geotechnical grid work progress, each independently geotechnical grid grid can form different cohesions and different reinforcement intensity from fillers such as soil, sandstone, can directly cause different bed course intensity, utilize this characteristic, geotechnical grid is mainly in order to reinforce the roadbed of Rail Highway, and side slope protection, builds retaining wall etc.Therefore, geotechnical grid is indulged transverse tensile strength, bonding strength, and its single lattice chamber shape of separating all has important impact to engineering construction.Geotechnical grid is in work progress now, owing to limited by intensity and the rigidity of extrusion sheet, it launches rear stereoscopic grid can not be fully stretching, thereby not of uniform size after causing stereoscopic grid to launch, unbalance stress, at fillers such as filling soil, sandstone, be subject to after external force extruding, thereby it is destroyed very easily to make bed course generation distortion cause, and affects its functional performance.Want to make it to meet functional performance, can only improve constantly the hot strength of geotechnical grid sheet and the bonding strength between geotechnical grid sheet, so both increased difficulty of processing, also improved the material cost of product.
Summary of the invention:
For overcoming the defect of prior art, the purpose of this utility model is to provide a kind of high strength geotechnical grid that can splice fast, according to the mode of occupation of geotechnical grid and feature, a kind of distinctive High strength geogrid forming after can sheet lattice chamber being spliced fast by the design of connector at the construction field (site), this kind of geotechnical grid can arbitrarily design lattice chamber sheet material as requested, and can produce the lattice chamber sheet material with certain rigidity and meet different uses and performance requirement, compare with traditional geotechnical grid, can fully improve the node strength of geotechnical grid and the pulling force of sheet material, effectively avoid geotechnical grid stereoscopic grid in work progress to be difficult for stretching, the phenomenon of unbalance stress, simultaneously owing to being on-site consolidation, reduced the situation that geotechnical grid product in production link and transportation takies volume, thereby reach the object that effectively reduces production and cost of transportation.
The utility model technical solution problem adopts following technical scheme:
The high strength geotechnical grid that can splice fast, described geotechnical grid comprise connector and with the lattice chamber sheet material of described connector socket connection, described lattice chamber sheet material is connected to the periphery of described connector.
Described connector is totally cylindrical, in periphery of connector etc., is arranged with the groove that cross section is C font, and described groove is through to bottom surface from the end face of connector; One end, cross section of described lattice chamber sheet material is bulb-type, and lattice chamber sheet material is plugged in the groove of connector with one end of its bulb-type.
Described lattice chamber sheet material integral body in the form of sheets, is provided with reinforcing rib and drain hole in the sheet body of lattice chamber.
Compared with the prior art, the beneficial effects of the utility model are embodied in:
The utility model mainly can design geotechnical grid sheet structure by particular requirement, and tissue is produced, improve the applicable performance of product, by assembling at the construction field (site) geotechnical grid sheet material and connector, can guarantee from start to finish the stressed even of geotechnical grid, improve earth in geotechnical grid, the whole bed course intensity of sandstone, and can reach with lower cost of production and cost of transportation the result of use of existing product, its cardinal principle is to make full use of the particularity that independent geotechnical grid sheet structure can arbitrarily design, and splice fast geotechnical grid can field-installed feature, make to be filled in the sand in geotechnical grid, the bed courses such as soil are not yielding destroyed, thereby realize, reinforce domatic or roadbed, increase work efficiency, the object reducing costs.
Accompanying drawing explanation:
Figure 1A, 1B are respectively the front view of connector dative chamber sheet material, and Fig. 2 A, 2B are respectively the top view of connector qualifying chamber sheet material; Fig. 3 is the schematic diagram after several lattice chamber sheet material is connected with connector; The structural representation of the quick splice type stereoscopic grid that Fig. 4 launches.
Number in the figure: 1 connector, 2 lattice chamber sheet materials, 3 grooves, 4 reinforcing ribs, 5 drain holes.
Below pass through the specific embodiment, and the utility model is described in further detail by reference to the accompanying drawings.
The specific embodiment:
Embodiment: referring to accompanying drawing, the high strength geotechnical grid that can splice fast of the present embodiment, it comprise connector 1 and with the lattice chamber sheet material 2 of connector socket connection, by injection moulding or compression molding, a plurality of lattice chamber sheet material 2 is connected to the periphery of connector 1.In specifically arranging, connector 1 is totally cylindrical, in periphery of connector etc., is arranged with the groove 3 that cross section is C font, groove osculum outwardly, in the short transverse of connector, groove is through to bottom surface from the end face of connector, and the height of lattice chamber sheet material is consistent with the height of connector; One end, cross section of lattice chamber sheet material 2 is bulb-type, and lattice chamber sheet material 2 is plugged in the groove 3 of connector 1 with one end of its bulb-type.Lattice chamber sheet material 2 integral body in the form of sheets, can be provided with reinforcing rib 4 and drain hole 5 as required in the sheet body of lattice chamber.
Take assembled quadrangle lattice chamber is example, has higher stability, produces the certain length geotechnical grid sheet material for injection moulding or compression moulding used, can set up on request reinforcing rib 4 and drain hole 5.In assembled process, successively the bulb end of lattice chamber sheet material 2 is inserted in connector groove at the scene, form a unit shown in Fig. 3, more a plurality of unit are carried out to general assembly successively, connect into the high strength geotechnical grid as the quick splicing of Fig. 4 shape.
In concrete enforcement, described geotechnical grid sheet material can be that hard PVC or other hard raw material are that primary raw material is made.
Manufacturing process: select satisfactory mould to produce offscale chamber sheet material and connector with injection machine or plasticator, after sign, pack, be transported to job site and require in accordance with regulations assembling, lattice chamber sheet material inserts in corresponding connector groove in order, during installation, can adopt rubber hammer auxiliary, finally complete lattice chamber shape as shown in Figure 4, thereby meet instructions for use.In assembling process, should guarantee the correct, firmly of lattice chamber sheet link position, prevent that lattice chamber from cutting apart dislocation, connecting portion comes off.The utility model is different according to actual mode of occupation, can adopt two kinds of link techniques: 1., fixed connection, the bulb end of lattice chamber sheet material and connector groove is assembled complete after, form fixed angle, cannot rotate.2. movable connection, bulb end and groove are assembled complete after, in work progress, can rotate as required suitable angle.
Claims (3)
1. the high strength geotechnical grid that can splice fast, it is characterized in that described geotechnical grid comprise connector (1) and with the lattice chamber sheet material (2) of described connector socket connection, described lattice chamber sheet material (2) is connected to the periphery of described connector (1).
2. a kind of high strength geotechnical grid that can splice fast according to claim 1, it is characterized in that, described connector (1) is totally cylindrical, in periphery of connector etc., is arranged with the groove (3) that cross section is C font, and described groove is through to bottom surface from the end face of connector; One end, cross section of described lattice chamber sheet material (2) is bulb-type, and lattice chamber sheet material (2) is plugged in the groove (3) of connector (1) with one end of its bulb-type.
3. a kind of high strength geotechnical grid that can splice fast according to claim 1 and 2, is characterized in that, described lattice chamber sheet material (2) integral body in the form of sheets, is provided with reinforcing rib (4) and drain hole (5) in the sheet body of lattice chamber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320581640.7U CN203498818U (en) | 2013-09-18 | 2013-09-18 | High-strength geocell capable of being quickly jointed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320581640.7U CN203498818U (en) | 2013-09-18 | 2013-09-18 | High-strength geocell capable of being quickly jointed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203498818U true CN203498818U (en) | 2014-03-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320581640.7U Expired - Fee Related CN203498818U (en) | 2013-09-18 | 2013-09-18 | High-strength geocell capable of being quickly jointed |
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| CN (1) | CN203498818U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839609A (en) * | 2016-04-05 | 2016-08-10 | 安徽徽风新型合成材料有限公司 | Geocell and manufacturing method |
| CN105926573A (en) * | 2016-06-24 | 2016-09-07 | 安徽徽风新型合成材料有限公司 | Multi-layer tensile type composite for geocell |
| CN105970901A (en) * | 2016-06-23 | 2016-09-28 | 安徽徽风新型合成材料有限公司 | Compound type seepage and draining preventing geocell |
| CN106013035A (en) * | 2016-06-22 | 2016-10-12 | 安徽徽风新型合成材料有限公司 | Detachable geocell |
| CN106065592A (en) * | 2016-06-23 | 2016-11-02 | 安徽徽风新型合成材料有限公司 | A kind of composite air-permeable antiseepage geotechnical grid |
| CN108060667A (en) * | 2017-11-28 | 2018-05-22 | 安徽徽风新型合成材料有限公司 | A kind of splice type geotechnical grid mounting structure |
| CN108487263A (en) * | 2018-03-16 | 2018-09-04 | 三峡大学 | A method of restoration of the ecosystem is carried out to rock matter gradient slope using solid gabion |
-
2013
- 2013-09-18 CN CN201320581640.7U patent/CN203498818U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839609A (en) * | 2016-04-05 | 2016-08-10 | 安徽徽风新型合成材料有限公司 | Geocell and manufacturing method |
| US10415209B2 (en) | 2016-04-05 | 2019-09-17 | Anhui Huifeng New Synthetic Materials Co., Ltd. | Cellular confinement system and manufacturing method thereof |
| CN105839609B (en) * | 2016-04-05 | 2018-03-30 | 安徽徽风新型合成材料有限公司 | A kind of geotechnical grid and preparation method |
| CN106013035A (en) * | 2016-06-22 | 2016-10-12 | 安徽徽风新型合成材料有限公司 | Detachable geocell |
| CN106013035B (en) * | 2016-06-22 | 2018-01-16 | 安徽徽风新型合成材料有限公司 | A kind of detachable geotechnical grid |
| CN106065592A (en) * | 2016-06-23 | 2016-11-02 | 安徽徽风新型合成材料有限公司 | A kind of composite air-permeable antiseepage geotechnical grid |
| CN105970901A (en) * | 2016-06-23 | 2016-09-28 | 安徽徽风新型合成材料有限公司 | Compound type seepage and draining preventing geocell |
| CN106065592B (en) * | 2016-06-23 | 2018-06-15 | 安徽徽风新型合成材料有限公司 | A kind of composite air-permeable antiseepage geotechnical grid |
| CN105970901B (en) * | 2016-06-23 | 2018-08-31 | 安徽徽风新型合成材料有限公司 | A kind of composition type permeation-proof draining geotechnical grid |
| CN105926573A (en) * | 2016-06-24 | 2016-09-07 | 安徽徽风新型合成材料有限公司 | Multi-layer tensile type composite for geocell |
| CN108060667A (en) * | 2017-11-28 | 2018-05-22 | 安徽徽风新型合成材料有限公司 | A kind of splice type geotechnical grid mounting structure |
| CN108060667B (en) * | 2017-11-28 | 2019-10-01 | 安徽徽风新型合成材料有限公司 | A kind of splice type geotechnical grid mounting structure |
| CN108487263A (en) * | 2018-03-16 | 2018-09-04 | 三峡大学 | A method of restoration of the ecosystem is carried out to rock matter gradient slope using solid gabion |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: ANHUI HUIFENG NEW SYNTHETIC MATERIALS CO., LTD. Free format text: FORMER NAME: ANHUI HUIFENG NEW MODE CONSTRUCTION MATERIALS CO., LTD. |
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| CP03 | Change of name, title or address |
Address after: 230081 Wang Changlu, Shushan District, Anhui, Hefei Patentee after: ANHUI HUIFENG NEW SYNTHETIC MATERIALS Co.,Ltd. Address before: 230081 Wang Changlu, Miao Town, Feixi County, Anhui, Hefei Patentee before: ANHUI HUIFENG NEW MODE CONSTRUCTION MATERIALS Co.,Ltd. |
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| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160509 Address after: 230000 Feixi City, Hefei province high shop township industrial agglomeration area of the 2 buildings in the city of Anhui Patentee after: ANHUI JIEAO MAKE COMPOSITES TECHNOLOGY Co.,Ltd. Address before: 230081 Wang Changlu, Shushan District, Anhui, Hefei Patentee before: ANHUI HUIFENG NEW SYNTHETIC MATERIALS Co.,Ltd. |
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Effective date of registration: 20190904 Address after: 232000 Xinqiao International Industrial Park, Shouxian, Huainan City, Anhui Province Patentee after: ANHUI HECHUANG NOVEL SYNTHETIC MATERIAL Co.,Ltd. Address before: 230000 Feixi City, Hefei province high shop township industrial agglomeration area of the 2 buildings in the city of Anhui Patentee before: ANHUI JIEAO MAKE COMPOSITES TECHNOLOGY Co.,Ltd. |
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| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140326 |
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| CF01 | Termination of patent right due to non-payment of annual fee |