CN103669143A - Novel earthwork standard room - Google Patents
Novel earthwork standard room Download PDFInfo
- Publication number
- CN103669143A CN103669143A CN201210331642.0A CN201210331642A CN103669143A CN 103669143 A CN103669143 A CN 103669143A CN 201210331642 A CN201210331642 A CN 201210331642A CN 103669143 A CN103669143 A CN 103669143A
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- shaped double
- unit
- end plug
- standard room
- novel
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Abstract
The invention relates to a novel earthwork standard room, belonging to the technical field of traffic engineering. The novel earthwork standard room comprises bar strips and a U-shaped double-ended plug-in part, wherein each node of the earthwork standard room is formed by plugging-in, weaving and connecting through the U-shaped double-ended plug-in part; cutting seams which are uniform in width are uniformly formed in two bar strips at each node; the two ends of the U-shaped double-ended plug-in part are respectively alternated in sequence to get through the cutting seams in the two bar strips; the two bar strips are plugged-in, woven and connected together; fixed sheets are sleeved at the two ends of the U-shaped double-end plug-in part. The novel earthwork standard room disclosed by the invention is simple in structure, high in connecting strength and anti-dropping.
Description
Technical field
The present invention relates to a kind of Novel geotechnical grid, belong to traffic engineering technical field.
Background technology
Geotechnical grid is because its superior three-dimensional reinforcement performance is used widely at present in traffic engineering.But the geotechnical grid that existing plug-in unit braiding connects, because it is simple in structure, in transportation and use procedure, the U-shaped plug-in unit of double end easily comes off with muscle band is separated, thereby causes lattice chamber to lose the effect of self.
Summary of the invention
For above-mentioned defect, the object of the present invention is to provide a kind of simple in structure, a kind of Novel geotechnical grid of the high and slip-off preventing of bonding strength.
The technical solution adopted in the present invention is for this reason: comprise muscle band and U-shaped double-end plug-in unit, each node of geotechnical grid is pegged graft to weave by U-shaped double-end plug-in unit and is formed by connecting, on two muscle bands of Nodes, all have the uniform joint-cutting of width, two of U-shaped double-end plug-in unit is staggered through the joint-cutting on two muscle bands successively respectively, two muscle bands are pegged graft to weave to link together, and place, U-shaped double-end plug-in unit two is socketed with stator.
On described stator, have two holes, place, U-shaped double-end plug-in unit two is respectively provided with annular groove, and stator is fixed on U-shaped double-end plug-in unit groove.
Advantage of the present invention is: the present invention is simple in structure, the high and slip-off preventing of bonding strength.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
In figure, 1 is muscle band, the 2nd, U-shaped double-end plug-in unit, the 3rd, stator.
The specific embodiment
A kind of Novel geotechnical grid, comprise muscle band 1 and U-shaped double-end plug-in unit 2, each node of geotechnical grid is pegged graft to weave by U-shaped double-end plug-in unit 2 and is formed by connecting, on two muscle bands 1 of Nodes, all have the uniform joint-cutting of width, two of U-shaped double-end plug-in unit 2 is staggered through the joint-cutting on two muscle bands 1 successively respectively, two muscle bands are pegged graft to weave to link together, and U-shaped double-end plug-in unit 2 places, two are socketed with stator 3; On described stator 3, have two holes, U-shaped double-end plug-in unit 2 places, two are respectively provided with annular groove, and stator 3 is fixed on U-shaped double-end plug-in unit 2 grooves.
Claims (2)
1. a Novel geotechnical grid, comprise muscle band and U-shaped double-end plug-in unit, each node of geotechnical grid is pegged graft to weave by U-shaped double-end plug-in unit and is formed by connecting, on two muscle bands of Nodes, all have the uniform joint-cutting of width, two of U-shaped double-end plug-in unit is staggered through the joint-cutting on two muscle bands successively respectively, two muscle bands are pegged graft to weave to link together, and it is characterized in that, place, U-shaped double-end plug-in unit two is socketed with stator.
2. a kind of Novel geotechnical grid according to claim 1, is characterized in that, has two holes on described stator, and place, U-shaped double-end plug-in unit two is respectively provided with annular groove, and stator is fixed on U-shaped double-end plug-in unit groove.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201210331642.0A CN103669143A (en) | 2012-09-10 | 2012-09-10 | Novel earthwork standard room |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201210331642.0A CN103669143A (en) | 2012-09-10 | 2012-09-10 | Novel earthwork standard room |
Publications (1)
Publication Number | Publication Date |
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CN103669143A true CN103669143A (en) | 2014-03-26 |
Family
ID=50307860
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201210331642.0A Pending CN103669143A (en) | 2012-09-10 | 2012-09-10 | Novel earthwork standard room |
Country Status (1)
Country | Link |
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CN (1) | CN103669143A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2019001277A1 (en) * | 2017-06-27 | 2019-01-03 | 张曼 | Geogrid and manufacturing method thereof |
GB2577442A (en) * | 2017-06-27 | 2020-03-25 | Zhang Man | Geogrid and manufacturing method thereof |
-
2012
- 2012-09-10 CN CN201210331642.0A patent/CN103669143A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2019001277A1 (en) * | 2017-06-27 | 2019-01-03 | 张曼 | Geogrid and manufacturing method thereof |
GB2577442A (en) * | 2017-06-27 | 2020-03-25 | Zhang Man | Geogrid and manufacturing method thereof |
JP2020525693A (en) * | 2017-06-27 | 2020-08-27 | マン ジャン | Geocell and manufacturing method thereof |
US11248358B2 (en) | 2017-06-27 | 2022-02-15 | Man Zhang | Geogrid and manufacturing method thereof |
GB2577442B (en) * | 2017-06-27 | 2022-11-23 | Zhang Man | Geogrid and manufacturing method thereof |
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Legal Events
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PB01 | Publication | ||
PB01 | Publication | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140326 |