CN106940334A - Freeze resistive frozen soil sensor - Google Patents
Freeze resistive frozen soil sensor Download PDFInfo
- Publication number
- CN106940334A CN106940334A CN201710207837.7A CN201710207837A CN106940334A CN 106940334 A CN106940334 A CN 106940334A CN 201710207837 A CN201710207837 A CN 201710207837A CN 106940334 A CN106940334 A CN 106940334A
- Authority
- CN
- China
- Prior art keywords
- freeze
- sense
- frozen soil
- frozen
- chamber
- 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.)
- Granted
Links
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N27/00—Investigating or analysing materials by the use of electric, electrochemical, or magnetic means
- G01N27/02—Investigating or analysing materials by the use of electric, electrochemical, or magnetic means by investigating impedance
- G01N27/04—Investigating or analysing materials by the use of electric, electrochemical, or magnetic means by investigating impedance by investigating resistance
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B7/00—Measuring arrangements characterised by the use of electric or magnetic techniques
- G01B7/26—Measuring arrangements characterised by the use of electric or magnetic techniques for measuring depth
Abstract
Freeze resistive frozen soil sensor, be related to the sensor that frozen soil is measured in meteorological observation.It is combined by column type sensor main body part, underground outer sleeve, heat insulating mattress, connection socket, automatic collector, several centre-to-centre spacing are wherein set inside column type sensor main body part and freeze detecting electrode in bubble chamber, chamber, sense jelly bubble connectivity slot, electrode cable seal groove, water injection hole, osculum as 1cm sense;The outer cuff of column type sensor main body part has the anti-sebific duct that rises, and inserts in the outer sleeve of underground, and detecting electrode is embedded in sense and frozen in bubble cavity wall in chamber, and bubble chamber is frozen in sense and sense freezes bubble connectivity slot and fills running water by water injection hole;Automatic collector is placed in the top of connection socket, interior to be shown provided with electronic commutator, single-chip computer control system, memory, power supply circuit, communication interface and site setup, running status;The present invention is simple in construction, scientific and reasonable, technical performance is stable, accuracy of observation is high(Reachable ± 1cm), it is easy to spread application, solve meteorological observation frozen soil automation key problem in technology.
Description
Technical field
The present invention relates to the sensor that frozen soil in meteorological observation is measured.
Background technology
The measurement data of frost penetration is the indispensable Back ground Information of the engineering constructions such as road, building, oil transportation, water delivery,
Even more spring plantation, variety of crops adjustment etc. agricultural production foundation.The observation of frost penetration include the soil freezing number of plies and
The observation of the depth of freezing, is one of basic observation mission of China's most area meteorological station.
China's frost penetration observation is used《TB1-1 type freezing meters》The method of artificial observation.External frozen soil observation is typically adopted
With《Dan Nilinshi freezing meters》Be also the method for artificial observation, measuring principle is identical, i.e., observation person daily timing will in depth under
0.5~4.5 meter of water filling flexible rubber hose for portraying length mark proposes ground, with hand by centimetre pinch and pinch the hardness of flexible pipe and judge
What whether the water in sebific duct froze to judge underground freezes the number of plies and the depth of freezing.This manual measurement method is not only observed
Personnel are worked hard, the error brought of being expanded with heat and contract with cold there is also the scale for portraying length and pinching for personnel's subjectivity operation are pinched, bend and break
The error in judgement that bad original natural freezing state is brought.Up to now, the domestic self-reacting device equipment also observed without frozen soil,
Though attempt to design frozen soil sensor using time domain radioactive method, capacitance measurement, photovoltaic measurement, thermometry etc.,
But because the precision of measuring frozen is unable to reach 1 centimetre, and sensor processed complex exists in the measurement of multi-level frozen soil
Larger difficulty, is also unfavorable for the measurement of relatively deep frozen soil, therefore is not widely applied.
With the raising of China's meteorological observation automaticity, many meteorological observation key elements successively realize automatic Observation,
The Ground Meteorological automated system of modernization is gradually formed.In order to fill up the blank of China's automatic Observation frozen soil method, increase is seen
The reliability of frozen soil is surveyed, human error is reduced, improves meteorological automatic Observation level, urgent need, which develops one kind, can realize that automation is distant
Survey the sensor of frozen soil.
The content of the invention
It is an object of the invention to provide a kind of simple in construction, accuracy of observation is high(1cm)Performance is stable, can be widely applied to
Frozen soil observation sensor in meteorological automated system.
Learnt by theory and practice:The essence that soil freezes is freezing for soil institute's water content, the heat of soil freezing
Physical process still keeps the principal character of water freezing process in main aspect.It is successively heat exchanged and mainly passes through present in soil
Heat exchange pattern is carried out, and ground somewhere goes to zero with the thermograde in layer soil level direction, the thermograde of vertical direction compared with
Greatly.Cataclysm this " freezing resistance characteristic ", and this can occur for the conductive resistance based on the aqueous solution containing conducting particles in phase transformation
The reappearance of characteristic extraordinary regular feature again, the enlightenment that we obtain is:Sensing matter can be made of impure water to be made
Sensing element, situation is freezed by measure that the phase transformation situation of water can react same layer soil.
The technical scheme is that design is a kind of to freeze resistive frozen soil sensor, it by column type sensor main body part, underground outside
Sleeve, heat insulating mattress, connection socket, automatic collector are combined, wherein the column type sensor main body part is by nonmetallic materials
Process, inside sets several centre-to-centre spacing and freezes detecting electrode in bubble chamber, chamber, sense jelly bubble connectivity slot, electrode cable as 1cm sense
Seal groove, water injection hole, osculum;The outer cuff of column type sensor main body part has the anti-sebific duct that rises, and inserts in the outer sleeve of underground, top is worn
Heat insulating mattress is crossed with being connected socket connection;Detecting electrode is embedded in sense and frozen in bubble cavity wall in the chamber, and its wire is sealed through electrode cable
Groove is corresponding with the bore for connecting socket to be sequentially arranged in order connection;Bubble chamber is frozen in sense and sense is frozen bubble connectivity slot and filled originally by water injection hole
Water;The automatic collector be placed in connection socket top, it is interior provided with electronic commutator, single-chip computer control system, memory,
Power supply circuit, communication interface and site setup, running status are shown;Realize that circuit and transmission are believed with frozen soil sensor and host computer
Number effective connection.
The present invention is compared with known technology, and its is simple in construction, scientific and reasonable, technical performance stable, accuracy of observation is high(It is reachable
±1cm), it is easy to spread application, solve meteorological observation frozen soil automation key problem in technology.
Brief description of the drawings
Fig. 1 is structure elevational schematic of the invention.
Fig. 2 is column type sensor main body part structure elevational schematic in the present invention.
Fig. 3 is the cross-sectional schematic diagram of column type sensor main body part structure in the present invention.
Fig. 4 is single-chip computer control system work-based logic block diagram in automatic collector of the present invention.
In figure
1- automatic collectors 2- connection socket 3- heat insulating mattress
4- sensor main body part 5- undergrounds outer sleeve 6- ground
Bubble chamber 9- electrode cable seal grooves are frozen in the column type body 8- senses of 7- sensor main body parts
The anti-sebific ducts that rise of detecting electrode 12- in bubble connectivity slot 11- chambers are frozen in 10- senses
13- water injection hole 14- osculums.
Embodiment
The structure of the present invention is described in detail below in conjunction with accompanying drawing and makes application method:The present invention is passed by column type as shown in the figure
Sensor main component(4), underground outer sleeve(5), heat insulating mattress(3), connection socket(2), automatic collector(1)Combine.Wherein,
The column type sensor main body part(4)Using the solid material processing of a diameter of 18mm non-metallic material, inner vertical direction
It is 1cm, a diameter of 8mm provided with 151 centre distances, bubble chamber is frozen in a length of 10mm sense(8), each sense, which is frozen, steeps chamber(8)It is vertical
An a diameter of 1.5mm is embedded with wall, detecting electrode in the chamber of long 6mm stainless steels(11), electrode cable through longitudinal direction 4 ×
5mm electrode cable seal groove(9)With being connected socket(2)On 151 bore correspondence be arranged in order connection.Longitudinal direction sense is frozen bubble and connected
Groove(10)Bubble chamber is frozen into 151 senses(8)Connection, above sets water injection hole(13), lower end sets osculum(14), running water is filled, is arranged
To the greatest extent osculum is closed after bubble(14)And water injection hole(13).Again by sensor main body part(4)The anti-glue that rises of outer one silicon rubber of cuff
Pipe(12), with fixed connection socket(2)The ground lower sleeve of PPE materials is inserted after connection in the lump(5)It is interior.In connection socket
(2)Top provided with automatic collector(1), automatic collector(1)Inside be provided with electronic commutator, Single-chip Controlling
System, memory, power supply circuit, communication interface simultaneously have site setup, running status to show, each function system, which is realized, effectively to be connected
Automatic frozen soil detection is can be carried out after connecing.The detection voltage that automatic collector provides sensor is AC12V.
In use, switching on power, electronic commutator is controlled using single-chip computer control system, sequentially one by one to adjacent two
Detecting electrode in individual chamber(11)Between alternating voltage data realize collection, judge storage, pass through the incoming host computer of 485 transmission means and accuse
Know, worked with the automatic detection that this implements frozen soil.
Claims (5)
1. freeze resistive frozen soil sensor, by column type sensor main body part(4), underground outer sleeve(5), heat insulating mattress(3), connection socket
(2), automatic collector(1)Composition, it is characterized in that the column type sensor main body part(4)Formed by process for un-metal material, it is interior
Bubble chamber is frozen provided with several centre-to-centre spacing for 1cm sense in portion(8), detecting electrode in chamber(11), sense freeze bubble connectivity slot(10), electrode leads
Linear sealing groove(9), water injection hole(13), osculum(14), the anti-sebific duct that rises of outside cuff(12), it is placed in underground outer sleeve(5)In, on
Portion passes through heat insulating mattress(3)With being connected socket(2)Connection.
2. freeze resistive frozen soil sensor according to claim 1, it is characterized in that detecting electrode in the chamber(11)Sense is embedded in freeze
Steep chamber(8)On the wall of vertical plane, its wire is through electrode cable seal groove(9)With being connected socket(2)Bore correspondence the company of being arranged in order
Connect.
3. freeze resistive frozen soil sensor according to claim 1, it is characterized in that bubble chamber is frozen in the sense(8)Freeze bubble connectivity slot with sense
(10)By water injection hole(13)Fill running water.
4. freeze resistive frozen soil sensor according to claim 1, it is characterized in that the automatic collector(1), consolidated by protective cover
It is scheduled on connection socket(2)Upper end, it is interior be provided with electronic commutator, single-chip computer control system, memory, power supply circuit, communication
Interface and site setup, running status are shown, are realized circuit with frozen soil sensor and host computer and are transmitted effective connection of signal.
5. freeze resistive frozen soil sensor according to claim 1 or 4, it is characterized in that the automatic collector is to utilize single-chip microcomputer
Control system controls electronic commutator, sequentially one by one to detecting electrode in two adjacent chambers(11)Alternating voltage data are realized
Collection, judgement, storage, are informed by the incoming host computers of transmission means such as 485, are worked with the automatic detection that this implements frozen soil.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710207837.7A CN106940334B (en) | 2017-03-31 | 2017-03-31 | Freeze resistive frozen soil sensor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710207837.7A CN106940334B (en) | 2017-03-31 | 2017-03-31 | Freeze resistive frozen soil sensor |
Publications (2)
Publication Number | Publication Date |
---|---|
CN106940334A true CN106940334A (en) | 2017-07-11 |
CN106940334B CN106940334B (en) | 2019-04-23 |
Family
ID=59463614
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710207837.7A Active CN106940334B (en) | 2017-03-31 | 2017-03-31 | Freeze resistive frozen soil sensor |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106940334B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108981560A (en) * | 2018-05-25 | 2018-12-11 | 河海大学 | A kind of detection device and application method for the dyke seepage control film depth of burying |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4406160A (en) * | 1979-08-02 | 1983-09-27 | Dai Nippon Insatsu Kabushiki Kaisha | Method of inspecting a resist layer on a gravure printing plate, and device for practicing same |
JP2003292097A (en) * | 2002-04-02 | 2003-10-15 | Hoshizaki Electric Co Ltd | Cold beverage feeder |
CN103901182A (en) * | 2014-04-29 | 2014-07-02 | 北京林业大学 | Multi-section tubular frozen soil sensor and frozen soil detection system |
CN106324043A (en) * | 2016-08-19 | 2017-01-11 | 成都理工大学 | Device and method for monitoring wetting depth of landslide mass |
-
2017
- 2017-03-31 CN CN201710207837.7A patent/CN106940334B/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4406160A (en) * | 1979-08-02 | 1983-09-27 | Dai Nippon Insatsu Kabushiki Kaisha | Method of inspecting a resist layer on a gravure printing plate, and device for practicing same |
JP2003292097A (en) * | 2002-04-02 | 2003-10-15 | Hoshizaki Electric Co Ltd | Cold beverage feeder |
CN103901182A (en) * | 2014-04-29 | 2014-07-02 | 北京林业大学 | Multi-section tubular frozen soil sensor and frozen soil detection system |
CN106324043A (en) * | 2016-08-19 | 2017-01-11 | 成都理工大学 | Device and method for monitoring wetting depth of landslide mass |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108981560A (en) * | 2018-05-25 | 2018-12-11 | 河海大学 | A kind of detection device and application method for the dyke seepage control film depth of burying |
CN108981560B (en) * | 2018-05-25 | 2021-07-27 | 河海大学 | Detection device for embedding depth of dam anti-seepage film and use method |
Also Published As
Publication number | Publication date |
---|---|
CN106940334B (en) | 2019-04-23 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN203848823U (en) | Combined type underground deep disaster monitoring device | |
CN206974932U (en) | Ground geo-thermal response test system | |
CN113418957B (en) | Soil body heat conductivity coefficient testing method and system | |
CN102864793A (en) | Test device for simulating permafrost region well heat insulation or heating | |
CN105783838A (en) | Frozen soil depth sensor | |
CN104965477A (en) | Tunnel automatic monitoring system and method | |
CN101749007A (en) | High-temperature cable direct-reading five-parameter logging instrument | |
CN110333269A (en) | The lossless formula measuring device and its measurement method of frozen soil Moisture Transfer Rule | |
CN201397207Y (en) | Device for continuously testing ground stress of coal rock mass | |
CN2924530Y (en) | Oil-water interface detection sensor | |
CN206772775U (en) | Utilize the system of search gas test coal body permeability | |
CN106940334A (en) | Freeze resistive frozen soil sensor | |
CN101782417A (en) | Method and device for automatically measuring water-level variation | |
CN108005635A (en) | A kind of deep water smart well huge discharge production fluid flow measuring device | |
CN106949648A (en) | Ground energy hot dry rock heat-exchanger rig monitoring system and its heat exchange monitoring method | |
CN201852804U (en) | Device for testing rock-soil thermophysical properties | |
CN205691088U (en) | A kind of frost penetration sensor | |
CN204738809U (en) | Permanent electron pressure meter in pit that is fit for CCS | |
CN209308680U (en) | A kind of compound logging sensor of optical fiber-electronics | |
CN205607365U (en) | Frozen soil depth sensor with bus driving force intensifier circuit | |
CN202718670U (en) | Remote control well-testing system downhole testing tool | |
CN211425457U (en) | Automatic groundwater permeability coefficient survey equipment of thing networking water injection formula | |
CN206959797U (en) | Country rock test system | |
CN206311600U (en) | A kind of geological stress changes liquid-phase detection device | |
CN207832159U (en) | Novel high-spatial and temporal resolution frost penetration sensor |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right | ||
TR01 | Transfer of patent right |
Effective date of registration: 20221208 Address after: 201, No. 7-1, Shiji Road, Hunnan District, Shenyang City, 110,000 Liaoning Province Patentee after: Shenyang Huakai High tech Co.,Ltd. Address before: 110003 Room 2012, Bainaowei, Sanhao Street, Heping District, Shenyang, Liaoning Patentee before: SHENYANG XINLI NEW INFORMATION TECHNOLOGY Co.,Ltd. |