CN206273872U - Self-anchored type anti-cracking net - Google Patents
Self-anchored type anti-cracking net Download PDFInfo
- Publication number
- CN206273872U CN206273872U CN201621145652.5U CN201621145652U CN206273872U CN 206273872 U CN206273872 U CN 206273872U CN 201621145652 U CN201621145652 U CN 201621145652U CN 206273872 U CN206273872 U CN 206273872U
- Authority
- CN
- China
- Prior art keywords
- self
- type anti
- cracking
- anchored type
- cracking net
- 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.)
- Expired - Fee Related
Links
- 238000005336 cracking Methods 0.000 title claims abstract description 25
- 230000002787 reinforcement Effects 0.000 claims abstract description 12
- 239000008207 working material Substances 0.000 claims description 3
- 239000004568 cement Substances 0.000 abstract description 8
- 239000000463 material Substances 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 4
- 238000005096 rolling process Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000004642 transportation engineering Methods 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
A kind of self-anchored type anti-cracking net, it is reinforcement (3) on rectangular mesh (1) plus oblique, and each node of net sets anchor studs (2)；The oblique reinforcement of above-mentioned different directions intersects, within a grid between and each angle of grid form node；Screw thread is respectively provided with every line of above-mentioned anti-cracking net.Anchor studs are set at each node of this self-anchored type anti-cracking net, before cement treated material paves and do not roll, are rolled again after self-anchored type anti-cracking net is spread, when rolling in anchor studs press-in cement treated material, both is formed entirety, strengthen anti crack performance.The oblique reinforcement of set intersection, increased multidirectional tensile capacity, and effect of anti-cracking is good.It is all provided with being set to shape of threads on every line, increases the bond stress with cement treated material.Home Network easy construction, it is easy to promote.
Description
Technical field
The utility model is related to a kind of anti-cracking net, and what is specifically used in highway particularly express highway pavement foundation is anti-
Split net.
Background technology
The anticracking GSZ that present highway is used does not have oblique reinforcement, does not have anchor studs, it is impossible to cement
Stabilized macadam base forms complete one, and effect of anti-cracking is not good enough.
The content of the invention
The purpose of this utility model is to provide a kind of self-anchored type anti-cracking net, and its grid has oblique reinforcement and in section
Point is provided with anchor studs, and entirety can be formed with cement stabilized macadam base after rolling, and effect of anti-cracking is good, easy construction.
The technical solution of the utility model is as follows：
A kind of self-anchored type anti-cracking net, it is reinforcement on rectangular mesh plus oblique, and each node of net sets anchoring
Nail；The oblique reinforcement of above-mentioned different directions intersects, within a grid between and each angle of grid form node；Above-mentioned anti-cracking net
Screw thread is respectively provided with every line, increases the frictional force with cement treated material.
Above-mentioned rectangular mesh length and width Wei ﹙ 10~20cm ﹚ × 20~30cm of ﹙ ﹚.
Above-mentioned self-anchored type anti-cracking net width sets as needed, and length is 50~100m a roll of, convenient to carry and mat formation.
The top of above-mentioned anchor studs is protruding column or polygon square column, and height is about 2~5mm, and here is raised circle
Cone or side's cone, height are about 30~60mm；
Above-mentioned self-anchored type anti-cracking net is made using earth working material, can pack coiled during Transportation Engineering, convenient
Transport.
The utility model has the advantage of：The 1st, anchor studs are set at each node of this self-anchored type anti-cracking net, when the steady base of water
Layer paves before not rolling, and is rolled again after self-anchored type anti-cracking net is spread, and when rolling in anchor studs press-in cement treated material, makes both shapes
It is integral, strengthen anti crack performance.
2nd, the oblique reinforcement for intersecting, increased multidirectional tensile capacity, and effect of anti-cracking is good.3rd, at every of anti-cracking net
It is all provided with being set to shape of threads on line, increases the bond stress with cement treated material.
4th, easy construction.
Brief description of the drawings
Fig. 1 is the utility model example structure schematic diagram；
Fig. 2 is the top view of Fig. 1；
Fig. 3 is use state schematic diagram.
Specific embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
By Fig. 1~3 it can be seen that this self-anchored type anti-crack net, it is reinforcement 3 on rectangular mesh 1 plus oblique, is strengthened
Muscle is in 45 degree of angles with the side of grid；Each node of net sets anchor studs 2；The oblique reinforcement of above-mentioned different directions intersects,
Each angle of grid centre and grid forms node；Screw thread is respectively provided with above-mentioned every line of self-anchored type anti-crack net, is increased steady with water
The frictional force of basic unit 4.This self-anchored type anti-crack net is made using earth working material.
The size of above-mentioned rectangular grid 1 is 15mm × 25mm.
Above-mentioned anchor studs 2 are protruding column, and a height of 3mm, here is raised circular cone, and height is about 15mm.
Claims (5)
1. a kind of self-anchored type anti-cracking net, it is characterised in that：It is on rectangular mesh (1) plus oblique reinforcement (3), net it is every
Individual node all sets anchor studs (2)；The oblique reinforcement of above-mentioned different directions intersects, within a grid between and each angle of grid formed
Node；Screw thread is respectively provided with every line of above-mentioned anti-cracking net.
2. self-anchored type anti-cracking net according to claim 1, it is characterised in that：Its rectangular mesh a length of 10~20cm, it is wide
It is 20~30cm.
3. self-anchored type anti-cracking net according to claim 1, it is characterised in that：Its width sets as needed, and length is
50~100m.
4. self-anchored type anti-cracking net according to claim 1, it is characterised in that：The top of its anchor studs (2) is raised circle
Post or polygon square column, are highly 2~5mm, and here is raised circular cone or side's cone, is highly 30~60mm.
5. self-anchored type anti-cracking net according to claim 1, it is characterised in that：It is made using earth working material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621145652.5U CN206273872U (en) | 2016-10-19 | 2016-10-19 | Self-anchored type anti-cracking net |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621145652.5U CN206273872U (en) | 2016-10-19 | 2016-10-19 | Self-anchored type anti-cracking net |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206273872U true CN206273872U (en) | 2017-06-23 |
Family
ID=59062340
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621145652.5U Expired - Fee Related CN206273872U (en) | 2016-10-19 | 2016-10-19 | Self-anchored type anti-cracking net |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206273872U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113861556A (en) * | 2021-09-09 | 2021-12-31 | 南通学帆工程材料科技有限公司 | Preparation method of anti-aging high-strength geogrid |
-
2016
- 2016-10-19 CN CN201621145652.5U patent/CN206273872U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113861556A (en) * | 2021-09-09 | 2021-12-31 | 南通学帆工程材料科技有限公司 | Preparation method of anti-aging high-strength geogrid |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180716 Address after: 014000 Qingshan Road, new planning area of equipment manufacturing industrial park, Qingshan District, Baotou, the Inner Mongolia Autonomous Region, four Patentee after: Baotou Lucheng Luqiao Engineering Co.,Ltd. Address before: 028000 7 group of Gai Li Mu village, Dalin Town, Horqin district, Tongliao, the Inner Mongolia Autonomous Region Co-patentee before: Xin Guoshu Patentee before: Teng Yulu Co-patentee before: Yan Shuming Co-patentee before: Xin Zeyu |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170623 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |