CN103741664A - Load bearing type geogrid - Google Patents
Load bearing type geogrid Download PDFInfo
- Publication number
- CN103741664A CN103741664A CN201310716855.XA CN201310716855A CN103741664A CN 103741664 A CN103741664 A CN 103741664A CN 201310716855 A CN201310716855 A CN 201310716855A CN 103741664 A CN103741664 A CN 103741664A
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- China
- Prior art keywords
- bearing type
- load bearing
- ground
- junction button
- connecting buckles
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Abstract
The invention relates to a load bearing type geogrid. The load bearing type geogrid comprises integrally rhombus-shaped ground strips which are arranged in a 45-degree cross grain mode and connected through connecting buckles; the connecting buckles are arranged at a connecting position of the two ground strips; ground nails are arranged on edge connecting buckles; the ground nails are arranged on bilateral sides of the edge connecting buckles in a hinged pin mode. The load bearing type geogrid has the advantages of being strong in bearing resistant capability, enabling the soil fixation capability to be increased by a large margin, being corrosion resistant and good in safety performance and enabling worker operation to be simple and convenient.
Description
Technical field
The present invention relates to the field of civil engineering, especially a kind of bearing type geo-grid.
Background technology
At present, geo-grid is when construction, owing to thering is larger elasticity, generally need to stretch and restrain by many people, then adopt inverted U ground nail that stretched edge is fixed on to ground, executing like this personnel that man-hour requirement is larger operates, waste a large amount of manpower and financial resources, due to the intensity difference of junction button, the displacement of ground band is large, grid bearing strength just changes, and can produce sedimentation phenomenon.
Summary of the invention
The technical problem to be solved in the present invention is: in order to overcome the problem of above-mentioned middle existence, provide a kind of bearing type geo-grid, its project organization is reasonable, easy to use.
The technical solution adopted for the present invention to solve the technical problems is: a kind of bearing type geo-grid, comprise having and be 45 degree twills arrangements, through junction button, connect again, the ground band of whole diamondwise shape, the junction of described two places band is provided with junction button, on edge junction button, be provided with ground nail, ground nail is opened in the side of edge junction button by hinge pin form.
The invention has the beneficial effects as follows: described a kind of bearing type geo-grid, anti-supporting capacity is strong, and solid native ability is significantly increased, corrosion-resistant, security performance good, and workman is simple to operation.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is the overall structure schematic diagram of a kind of bearing type geo-grid of the present invention;
Fig. 2 is the structural representation of the ground nail of a kind of bearing type geo-grid of the present invention.
Accompanying drawing acceptance of the bid note is described below: band, 2. junction button, 3. ground nail 1.
The specific embodiment
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, basic structure of the present invention is only described in a schematic way, so it only show the formation relevant with the present invention.
A kind of bearing type geo-grid as depicted in figs. 1 and 2, comprise having and be 45 degree twills arrangements, through junction button, connect again, the ground band 1 of whole diamondwise shape, the junction of two places band 1 is provided with junction button 2, on edge junction button 2, be provided with ground nail 3, ground nail 3 is opened in the side of edge junction button 2 by hinge pin form.
The above-mentioned foundation desirable embodiment of the present invention of take is enlightenment, and by above-mentioned description, relevant staff can, within not departing from the scope of this invention technological thought, carry out various change and modification completely.The technical scope of this invention is not limited to the content on manual, must determine its technical scope according to claim scope.
Claims (1)
1. a bearing type geo-grid, it is characterized in that: comprise having being 45 degree twills arrangements, through junction button, connect again, the ground band (1) of whole diamondwise shape, the junction of described two places band (1) is provided with junction button (2), on edge junction button (2), be provided with ground nail (3), ground nail (3) is opened in the side of edge junction button (2) by hinge pin form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310716855.XA CN103741664A (en) | 2013-12-20 | 2013-12-20 | Load bearing type geogrid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310716855.XA CN103741664A (en) | 2013-12-20 | 2013-12-20 | Load bearing type geogrid |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103741664A true CN103741664A (en) | 2014-04-23 |
Family
ID=50498723
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310716855.XA Pending CN103741664A (en) | 2013-12-20 | 2013-12-20 | Load bearing type geogrid |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103741664A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013039A (en) * | 2016-06-24 | 2016-10-12 | 安徽徽风新型合成材料有限公司 | Cross connection seat used for wire woven type geogrid |
| CN107542016A (en) * | 2017-08-09 | 2018-01-05 | 中铁四局集团第工程有限公司 | A kind of dam filling construction for controlling roadbed differential settlement |
| CN109578018A (en) * | 2019-01-22 | 2019-04-05 | 青岛理工大学 | A kind of tunnel inverted arch structure of anti-pucking |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201588218U (en) * | 2009-11-20 | 2010-09-22 | 宜兴市明辉塑料制品有限公司 | Plastic geocell |
| CN102061690A (en) * | 2009-11-13 | 2011-05-18 | 仪征市佳和土工材料有限公司 | Air permeable geocell |
| CN102061689A (en) * | 2009-11-13 | 2011-05-18 | 仪征市佳和土工材料有限公司 | Geocell |
| CN102061688A (en) * | 2009-11-13 | 2011-05-18 | 仪征市佳和土工材料有限公司 | Technique for processing geocell |
| WO2013119259A2 (en) * | 2012-02-10 | 2013-08-15 | Prs Mediterranean Ltd. | Geocell for moderate and low load applications |
-
2013
- 2013-12-20 CN CN201310716855.XA patent/CN103741664A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102061690A (en) * | 2009-11-13 | 2011-05-18 | 仪征市佳和土工材料有限公司 | Air permeable geocell |
| CN102061689A (en) * | 2009-11-13 | 2011-05-18 | 仪征市佳和土工材料有限公司 | Geocell |
| CN102061688A (en) * | 2009-11-13 | 2011-05-18 | 仪征市佳和土工材料有限公司 | Technique for processing geocell |
| CN201588218U (en) * | 2009-11-20 | 2010-09-22 | 宜兴市明辉塑料制品有限公司 | Plastic geocell |
| WO2013119259A2 (en) * | 2012-02-10 | 2013-08-15 | Prs Mediterranean Ltd. | Geocell for moderate and low load applications |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013039A (en) * | 2016-06-24 | 2016-10-12 | 安徽徽风新型合成材料有限公司 | Cross connection seat used for wire woven type geogrid |
| CN106013039B (en) * | 2016-06-24 | 2018-08-31 | 安徽徽风新型合成材料有限公司 | A kind of interconnection seat for woven TGXG |
| CN107542016A (en) * | 2017-08-09 | 2018-01-05 | 中铁四局集团第工程有限公司 | A kind of dam filling construction for controlling roadbed differential settlement |
| CN109578018A (en) * | 2019-01-22 | 2019-04-05 | 青岛理工大学 | A kind of tunnel inverted arch structure of anti-pucking |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140423 |