CN205934898U - Geogrid based on alert and resourceful plastics sensor - Google Patents
Geogrid based on alert and resourceful plastics sensor Download PDFInfo
- Publication number
- CN205934898U CN205934898U CN201620878220.9U CN201620878220U CN205934898U CN 205934898 U CN205934898 U CN 205934898U CN 201620878220 U CN201620878220 U CN 201620878220U CN 205934898 U CN205934898 U CN 205934898U
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- soil test
- gsz
- resourceful
- alert
- metal sheet
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Abstract
The utility model relates to a civil engineering technical field, in particular to geogrid based on alert and resourceful plastics sensor, including geogrid geogrid on wear to be equipped with an alert and resourceful plastics sensor that sets up along the geogrid main rib direction. The utility model discloses can detect self and the deformation information that adds the solid.
Description
(1) technical field
This utility model is related to technical field of civil engineering, particularly to a kind of geotechnological lattice based on alert and resourceful plastic opaque sensor
Grid.
(2) background technology
GSZ since producing, being widely used in the engineerings such as road, water conservancy, building, and obtaining
Huge economic results in society.However as the continuous improvement of the prescription to engineerings such as road, buildings for the society, engineering pair
The requirement more and more higher of the performance of GSZ and function.In engineering, GSZ commonly use the muscle material doing earth structure or
Muscle material of composite etc., the simply single reinforcement effects of its effect are it is impossible to carry to the deformation information of its own and its reinforcing body
For detection.
(3) content of the invention
The technical problems to be solved in the utility model is to provide a kind of the deformation information of itself and its reinforcing body can be added
The GSZ based on alert and resourceful plastic opaque sensor with detection.
In order to solve above-mentioned technical problem, the technical solution adopted in the utility model is：
A kind of GSZ based on alert and resourceful plastic opaque sensor, including GSZ, wears on described GSZ
There is an alert and resourceful plastic opaque sensor arranging along GSZ main rib direction.
Described GSZ is unidirectional GSZ or direction earthwork grille.
Described alert and resourceful plastic opaque sensor includes a cylindrical Soil test, in the outside of cylindrical Soil test along cylindrical soil
Work strip length direction is interval with conductive metal sheet, and described conductive metal sheet is along cylindrical Soil test circumferential direction setting；Leading
Cylindrical Soil test outer surface dip-coating outside electric metal piece has insulating barrier；Conductive metal sheet and absolutely in cylindrical Soil test
Have a wire along cylindrical Soil test length direction spiral winding outside edge layer, one end of each wire respectively with corresponding conductive metal sheet
It is connected, the other end of each wire passes the outer end setting of cylindrical Soil test；Outside conductive metal sheet, insulating barrier and wire
It is coated with dope layer, bag sets geomembrane on the cylindrical Soil test outside dope layer on cylindrical Soil test.
Described insulating barrier is bitumen insulation layer or PVC insulating barrier.
The quantity of described conductive metal sheet is 2-10, described each conductive metal sheet press 0.2m-1.0m uniform intervals located at
On cylindrical Soil test outer surface.
This utility model adopts said structure, has advantages below：
The deformation information of itself and its reinforcing body can be detected.
(4) brief description
Below in conjunction with the accompanying drawings this utility model is further described.
Fig. 1 is the structural representation of this utility model embodiment 1；
Fig. 2 is the structural representation of this utility model embodiment 2；
Fig. 3 is the structural representation of alert and resourceful plastic opaque sensor in Fig. 1；
Fig. 4 be in Fig. 3 A-A to cross section structure diagram；
Fig. 5 is the structural representation of the alert and resourceful plastic opaque sensor in this utility model embodiment 2.
In figure, 1, direction earthwork grille, 2, alert and resourceful plastic opaque sensor, 3, cylindrical Soil test, 4, conductive metal sheet, 5, absolutely
Edge layer, 6, wire, 7, dope layer, 8, geomembrane, 9, unidirectional GSZ.
(5) specific embodiment
For the technical characterstic of this programme can be clearly described, below by specific embodiment, and combine its accompanying drawing, to this reality
It is described in detail with new.
Embodiment 1：
Shown in as shown in Figure 1, Figure 3 and Figure 4, it is somebody's turn to do the GSZ based on alert and resourceful plastic opaque sensor, including GSZ, in institute
The one alert and resourceful plastic opaque sensor 2 arranging along GSZ main rib direction is equipped with the GSZ stated.
Described GSZ is direction earthwork grille 1.
Described alert and resourceful plastic opaque sensor 2 includes a cylindrical Soil test 3, in the outside of cylindrical Soil test 3 along cylinder
Shape Soil test 3 length direction is interval with conductive metal sheet 4, and described conductive metal sheet 4 sets along cylindrical Soil test 3 circumferential direction
Put；Cylindrical Soil test 3 outer surface dip-coating outside in conductive metal sheet 4 has insulating barrier 5；In leading of cylindrical Soil test 3
There is wire 6 in electric metal piece 4 and insulating barrier 5 outside along cylindrical Soil test 3 length direction spiral winding, and one end of each wire 6 is divided
It is not connected with corresponding conductive metal sheet 4, the other end of each wire 6 passes the outer end setting of cylindrical Soil test 3；In conducting metal
It is coated with dope layer 7, in the cylindrical soil in dope layer 7 outside on the cylindrical Soil test 3 of piece 4, insulating barrier 5 and wire 6 outside
On work band 3, bag sets geomembrane 8.
Described insulating barrier 5 is bitumen insulation layer or PVC insulating barrier.
The quantity of described conductive metal sheet 4 is 2, and described each conductive metal sheet 4 is pressed 0.2m-1.0m and is spaced located at cylinder
On Soil test 3 outer surface.
During use, on the place of smooth compacting, lay this GSZ based on alert and resourceful plastic opaque sensor, laying is installed
Its main Impact direction of GSZ should be perpendicular to embankment axis direction, laying is smooth, corrugationless, tensioning as far as possible, with insert
Nail and native stone ballast are fixed.After filling out one layer of soil of lid, before not rolling, artificial again or equipment tensioning GSZ, make geotechnique
Grid is exceptionally straight stress in soil.After road surface being flattened with road roller, lay concrete or bituminous paving.Will be located at circle
The wire 6 of cylindricality Soil test 3 outer end is drawn, and wire 6 outer end is connected with megameter, records its initial resistance value.Work as coagulation
When soil or bituminous paving send deformation, the cylindrical Soil test 3 on alert and resourceful plastic opaque sensor 2 is subject to external force effect to become
Shape so that there are significant changes in the resistance of itself, by the two panels conducting metal of various location on the cylindrical Soil test 3 of detection
Resistance variations between piece 4, the deformation to Soil test and the position deforming are confirmed, and further to coagulation
The deformation of soil or bituminous paving is judged, predicts the degree of risk of concrete or Asphalt Pavement Cracking with this.As
Foundation, carries out maintenance, service work to concrete or bituminous paving.
Embodiment 2：
As shown in figures 2 and 5, GSZ should be included based on the GSZ of alert and resourceful plastic opaque sensor, described
The one alert and resourceful plastic opaque sensor 2 arranging along GSZ main rib direction is equipped with GSZ.
Described GSZ is unidirectional GSZ 9.
Described alert and resourceful plastic opaque sensor 2 includes a cylindrical Soil test 3, in the outside of cylindrical Soil test 3 along cylinder
Shape Soil test 3 length direction is interval with conductive metal sheet 4, and described conductive metal sheet 4 sets along cylindrical Soil test 3 circumferential direction
Put；Cylindrical Soil test 3 outer surface dip-coating outside in conductive metal sheet 4 has insulating barrier 5；In leading of cylindrical Soil test 3
There is wire 6 in electric metal piece 4 and insulating barrier 5 outside along cylindrical Soil test 3 length direction spiral winding, and one end of each wire 6 is divided
It is not connected with corresponding conductive metal sheet 4, the other end of each wire 6 passes the outer end setting of cylindrical Soil test 3；In conducting metal
It is coated with dope layer 7, in the cylindrical soil in dope layer 7 outside on the cylindrical Soil test 3 of piece 4, insulating barrier 5 and wire 6 outside
On work band 3, bag sets geomembrane 8.
Described insulating barrier 5 is bitumen insulation layer or PVC insulating barrier.
The quantity of described conductive metal sheet 4 is 2-10, and described each conductive metal sheet 4 is set by 0.2m-1.0m uniform intervals
On cylindrical Soil test 3 outer surface.
The use process of specifically used process such as embodiment 1, no longer describes in detail herein.
The above, only this utility model preferably specific embodiment, but protection domain of the present utility model is not
Be confined to this, any those familiar with the art in the technical scope that this utility model discloses, according to this practicality
New technical scheme and its inventive concept equivalent or change in addition, all should cover protection domain of the present utility model it
Interior.This utility model does not describe part in detail, is the known technology of those skilled in the art of the present technique.
Claims (5)
1. a kind of GSZ based on alert and resourceful plastic opaque sensor is it is characterised in that include GSZ, in described geotechnological lattice
The one alert and resourceful plastic opaque sensor arranging along GSZ main rib direction is equipped with grid.
2. the GSZ based on alert and resourceful plastic opaque sensor according to claim 1 is it is characterised in that described geotechnological lattice
Grid are unidirectional GSZ or direction earthwork grille.
3. the GSZ based on alert and resourceful plastic opaque sensor according to claim 1 and 2 is it is characterised in that described machine
Quick plastic opaque sensor includes a cylindrical Soil test, in the outside of cylindrical Soil test along cylindrical Soil test length direction interval
It is provided with conductive metal sheet, described conductive metal sheet is along cylindrical Soil test circumferential direction setting；Circle outside in conductive metal sheet
Cylindricality Soil test outer surface dip-coating has insulating barrier；Along cylinder outside the conductive metal sheet and insulating barrier of cylindrical Soil test
Soil test length direction spiral winding has wire, and one end of each wire is connected with corresponding conductive metal sheet respectively, each wire another
One end passes the outer end setting of cylindrical Soil test；On the cylindrical Soil test outside conductive metal sheet, insulating barrier and wire
It is coated with dope layer, bag sets geomembrane on the cylindrical Soil test outside dope layer.
4. the GSZ based on alert and resourceful plastic opaque sensor according to claim 3 is it is characterised in that described insulating barrier is
Bitumen insulation layer or PVC insulating barrier.
5. the GSZ based on alert and resourceful plastic opaque sensor according to claim 3 is it is characterised in that described conducting metal
The quantity of piece is 2-10, and described each conductive metal sheet presses 0.2m-1.0m uniform intervals on cylindrical Soil test outer surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620878220.9U CN205934898U (en) | 2016-08-12 | 2016-08-12 | Geogrid based on alert and resourceful plastics sensor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620878220.9U CN205934898U (en) | 2016-08-12 | 2016-08-12 | Geogrid based on alert and resourceful plastics sensor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205934898U true CN205934898U (en) | 2017-02-08 |
Family
ID=57920214
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620878220.9U Expired - Fee Related CN205934898U (en) | 2016-08-12 | 2016-08-12 | Geogrid based on alert and resourceful plastics sensor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205934898U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107607030A (en) * | 2017-09-22 | 2018-01-19 | 山东大学 | The monitoring of structures and its construction method of a kind of existing roadbed, slope stability |
| CN109458924A (en) * | 2018-12-29 | 2019-03-12 | 山东大学 | Resistance value alertness grid deformation test system and method based on ten axle sensors |
| CN109459094A (en) * | 2018-12-29 | 2019-03-12 | 山东大学 | Grid displacement test system and method based on ten axle sensors |
| CN111521108A (en) * | 2020-06-18 | 2020-08-11 | 潍坊润宜科新材料有限公司 | Preparation method of intelligent machine-sensitive tape for geotechnical engineering safety detection |
| CN111827246A (en) * | 2020-07-20 | 2020-10-27 | 潍坊润宜科新材料有限公司 | Laying construction method of intelligent machine-sensitive belt |
-
2016
- 2016-08-12 CN CN201620878220.9U patent/CN205934898U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107607030A (en) * | 2017-09-22 | 2018-01-19 | 山东大学 | The monitoring of structures and its construction method of a kind of existing roadbed, slope stability |
| CN107607030B (en) * | 2017-09-22 | 2024-01-23 | 山东大学 | Existing roadbed and slope stability monitoring structure and construction method thereof |
| CN109458924A (en) * | 2018-12-29 | 2019-03-12 | 山东大学 | Resistance value alertness grid deformation test system and method based on ten axle sensors |
| CN109459094A (en) * | 2018-12-29 | 2019-03-12 | 山东大学 | Grid displacement test system and method based on ten axle sensors |
| CN109458924B (en) * | 2018-12-29 | 2023-04-07 | 山东大学 | Resistance smart grid deformation testing system and method based on ten-axis sensor |
| CN109459094B (en) * | 2018-12-29 | 2023-11-21 | 山东大学 | Grating displacement testing system and method based on ten-axis sensor |
| CN111521108A (en) * | 2020-06-18 | 2020-08-11 | 潍坊润宜科新材料有限公司 | Preparation method of intelligent machine-sensitive tape for geotechnical engineering safety detection |
| CN111827246A (en) * | 2020-07-20 | 2020-10-27 | 潍坊润宜科新材料有限公司 | Laying construction method of intelligent machine-sensitive belt |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170208 Termination date: 20210812 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |