CN104061902B - Combined type underground deep disaster monitoring device - Google Patents
Combined type underground deep disaster monitoring device Download PDFInfo
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- CN104061902B CN104061902B CN201410174024.9A CN201410174024A CN104061902B CN 104061902 B CN104061902 B CN 104061902B CN 201410174024 A CN201410174024 A CN 201410174024A CN 104061902 B CN104061902 B CN 104061902B
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- 238000012806 monitoring device Methods 0.000 title claims abstract description 18
- 238000012360 testing method Methods 0.000 claims abstract description 44
- 238000006073 displacement reaction Methods 0.000 claims abstract description 24
- 239000007788 liquid Substances 0.000 claims description 9
- 239000002689 soil Substances 0.000 claims description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 206010028347 Muscle twitching Diseases 0.000 claims description 3
- 239000003673 groundwater Substances 0.000 claims description 3
- 238000005259 measurement Methods 0.000 abstract description 24
- 238000012544 monitoring process Methods 0.000 abstract description 14
- 230000035945 sensitivity Effects 0.000 abstract description 6
- 230000008859 change Effects 0.000 abstract description 5
- 238000004064 recycling Methods 0.000 abstract description 4
- 230000035772 mutation Effects 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 4
- 239000011435 rock Substances 0.000 description 4
- 230000008878 coupling Effects 0.000 description 3
- 238000010168 coupling process Methods 0.000 description 3
- 238000005859 coupling reaction Methods 0.000 description 3
- 238000013480 data collection Methods 0.000 description 3
- 238000005553 drilling Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 238000012937 correction Methods 0.000 description 2
- 208000002925 dental caries Diseases 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 208000010392 Bone Fractures Diseases 0.000 description 1
- 208000007356 Fracture Dislocation Diseases 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- DMBHHRLKUKUOEG-UHFFFAOYSA-N diphenylamine Chemical compound C=1C=CC=CC=1NC1=CC=CC=C1 DMBHHRLKUKUOEG-UHFFFAOYSA-N 0.000 description 1
- 230000005059 dormancy Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C9/00—Measuring inclination, e.g. by clinometers, by levels
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
- G01B21/02—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring length, width, or thickness
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
- G01B21/32—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring the deformation in a solid
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Testing Or Calibration Of Command Recording Devices (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Geophysics And Detection Of Objects (AREA)
Abstract
The open a kind of combined type underground deep disaster monitoring device of the present invention, it includes test tube, manual deviational survey bar, flexible sensing band, big displacement survey line group, data acquisition module, wireless sending module and supply module.The present invention can measure the change of inclined in two-way angle and the Fault displacement amount of underground different depth the most automatically by flexible sensing band and big displacement survey line group, it is achieved that the automatic measurement of many physical quantitys；Double-shaft tilt angle sensor sensitivity within flexible sensing band is good, measurement data accurate, and when undergoing mutation in position, certain layer, underground, the double-shaft tilt angle sensor within flexible sensing band still can work, and is therefore difficult to lose efficacy；After some double-shaft tilt angle sensor in flexible sensing band breaks down, the mounting means of flexible sensing band determines flexible sensing band and can be easily removed, thus realize the replacing to corresponding double-shaft tilt angle sensor, this characteristic is equally beneficial for the recycling of monitoring device, thus is substantially reduced labor intensity and the monitoring expense of technical staff.
Description
Technical field
The present invention relates to underground deep disaster monitoring device.
Background technology
The earth's surface deformation of the safety monitoring of geological hazard body mainly monitoring disaster body and underground deep deformation, when disaster body
When deforming, being first under ground portion deformation, reflection is to earth's surface then, the soil body of the following different depth in earth's surface (or rock mass, soil
Rock mixture) deformation can the deformation tendency of direct reaction disaster body, therefore, carry out this monitoring to the prediction of disaster, pre-
Anti-very helpful.
The instrument being presently used for measuring underground deep deformation is mainly manual type inclinometer, and its measuring method is to utilize in advance
First it is installed on the inclinometer pipe with vertical rail in the boring of disaster body, periodically deviational survey bar is put into along track, at different depth
Stop measurement gradient, and then calculated what the displacement of different layers position, this instrument or method existed by degree of depth integrating meter
Problem mainly have following some: 1, measure cycle length, automaticity low.Periodically arrive monitoring click on owing to needing technician
Row manual operation, record, it is impossible to accomplish the intensive collection of Monitoring Data, Monitoring Data can compare after needing to input computer
To analysis, monitoring efficiency is the lowest；2, easily lost efficacy.After undergoing mutation in certain layer of position of disaster body, test tube generation crimp,
Deviational survey bar just can not pass through, can only drilling again, cause monitoring expense to increase and Monitoring Data discontinuous；3, measurement data
Error is big.When monitoring boring is deeper (general drilling depth is at 30～50 meters), test tube can rotate deformation, in test tube
Track reverses therewith, and the orientation that the torsion of track can directly result in the measurement of deviational survey bar changes, and produces measurement result straight
Connect impact (such as: what deviational survey bar was measured when earth's surface is to slide to vertical direction with disaster body, along with increase, the windup-degree of the degree of depth
Becoming big, possible deepest point track has created the windup-degree of tens degree, causes measurement deflection error).
In recent years, also occur in that some can all automatic measurement underground deep deformation device, such as stay-supported deep displacement
Measurement apparatus, full-automatic inclination measurement device.
Stay-supported deep displacement measurement apparatus: the survey line that some can be freely movable is caused underground different depth from earth's surface
Fixing, when after disaster body slide strips through generation block alternate displacement, survey line being elongated, changed by the bracing wire length measuring earth's surface
Obtaining disaster body sliding deformation, this method is insensitive to the inclination and distortion of disaster body early stage, can only measure side slope slide strips through
After big displacement, generally this stage is the most extremely dangerous, and possible Field Force has little time to withdraw.
Full-automatic inclination measurement device: some obliquity sensors are installed on following different layers position, earth's surface, measures each sensing in real time
The tilt data of device, this method exists that measurement amount is single, obliquity sensor once lost efficacy the shortcoming that cannot change.
Therefore, all there is single the asking of measurement amount in stay-supported deep displacement measurement apparatus and full-automatic inclination measurement device
Topic, meanwhile, there is also poor sensitivity and the problem that can not change sensing element respectively.
Summary of the invention
The inefficacy low, easy of exist for present technology or automaticity, error of measured data are big, or measurement amount is single,
Poor sensitivity, the problem of sensing element can not be changed, the present invention provide a kind of physical quantities full-automatic, many, be difficult to lose efficacy, spirit
Sensitivity is good, measurement data is accurate, sensing element is replaceable and the combined type deep safety monitoring assembly of recycling.
To achieve these goals, technical scheme is as follows:
A kind of combined type underground deep disaster monitoring device, it includes test tube, manual deviational survey bar, flexible sensing band, big position
Moving survey line group, data acquisition module, wireless sending module and supply module, described test tube is vertically installed at the boring under in depth
In, there are two floors that are axially extending and that be parallel to each other in described test tube, test tube is separated into three cavitys by two floors, wherein
The cavity being positioned at centre is that the second cavity, the both sides of the second cavity are respectively the first cavity and the 3rd cavity, described first cavity
Interior wall is provided with guide rail, and flexible sensing band is placed in the first cavity by described guide rail, inside described flexible sensing band
The some double-shaft tilt angle sensors arranged by perpendicular row are formed by bus parallel connection, and the wall in described second cavity is provided with rail
Road, is used for placing manual deviational survey bar, and described big displacement survey line group includes the flexible survey line of some different lengths, each flexible survey line
One end is individually fixed in test tube on the anchor of different layers bit depth, and the other end can be connected to earth's surface with freely twitching respectively
Displacement transducer on, described data acquisition module is connected with each sensor signal of telecommunication, described wireless sending module and data acquisition
Collection modular telecommunications number connects.
Preferably, the wall of described 3rd cavity is provided with and the opening connected of holing, and is provided with use in described 3rd cavity
In the liquid level sensor measuring level of ground water.
Preferably, if described test tube is formed by connecting by dry joint by some test tube sections, the floor in described joint is arranged
And the opening on joint sidewall is all identical with test tube section, described joint there is the cavity of sidewall opening in be provided with intelligent sensing
Device, the intelligence sensor being arranged in the joint of test tube different layers bit depth is identical or different.
Preferably, described intelligence sensor includes strain transducer and soil moisture content sensor.
For ensure flexible sensing band can be installed to the first cavity smoothly in and flexible sensing band and the first cavity contact closely knit,
Preferably, bottom described flexible sensing band, connection has weight.
Preferably, described manual deviational survey bar is the elongate rod with certain length, and its two ends are fixed with roller, internal setting
There are double-shaft tilt angle sensor and electronic compass.
Preferably, described supply module includes solar panel, Charge Management unit and accumulator.
Preferably, the outer surface of described test tube is provided with for limiting its locating slot rotated.
Preferably, described liquid level sensor is for measuring water body pressure type or resistance survey line formula.
Preferably, described flexible sensing band is with dimension mark.
The present invention can measure two-way the inclining of underground different depth the most automatically by flexible sensing band and big displacement survey line group
Rake angle change and Fault displacement amount, it is achieved that the automatic measurement of many physical quantitys；Double-shaft tilt angle sensing within flexible sensing band
Device sensitivity is good, measurement data accurate, the double-shaft tilt angle sensing when undergoing mutation in position, certain layer, underground, within flexible sensing band
Device still can work, and is therefore difficult to lose efficacy；After some double-shaft tilt angle sensor in flexible sensing band breaks down, flexible
The mounting means of sensing zone determines flexible sensing band and can be easily removed, thus realizes corresponding double-shaft tilt angle sensor
Changing, this characteristic is equally beneficial for the recycling of monitoring device, thus be substantially reduced technical staff labor intensity and
Monitoring expense.
Further, by installing liquid level sensor, strain transducer and soil moisture content sensor, this monitoring device is also
Measurably descend water level, crustal stress and soil moisture content.
Accompanying drawing explanation
Fig. 1 is the structural representation of test tube used by the embodiment of the present invention；
Fig. 2 is the cross sectional representation of test tube shown in Fig. 1；
Fig. 3 is the structural representation of manual deviational survey bar used by the embodiment of the present invention；
Fig. 4 and Fig. 5 is the part mounting structure schematic diagram of the embodiment of the present invention；
In figure: 00, earth's surface；0, basement rock；1, test tube section；11, the first cavity；111, guide rail；12, the second cavity；121, rail
Road；13, the 3rd cavity；131, opening；2, joint；3, manual deviational survey bar；31, roller；32, double-shaft tilt angle sensor；33, electronics
Compass；4, flexible sensing band；5, strain transducer；6, flexible survey line；7, displacement transducer；8, liquid level sensor；9, weight.
Detailed description of the invention
Below in conjunction with accompanying drawing, embodiments of the invention are described in detail.It should be noted that do not conflicting
In the case of, the embodiment in the application and the feature in embodiment can mutual combination in any.
With reference to Fig. 1～5, the combined type underground deep disaster monitoring device of the present embodiment is by test tube, flexible sensing band 4, hands
Dynamic deviational survey bar 3, big displacement survey line group, data acquisition module, wireless sending module, supply module are constituted.
Test tube: be formed by connecting by joint 2 by test tube section 1.
Test tube section 1 often saves a length of 1～3 meter.Two floors that are axially extending and that be parallel to each other are had in test tube section 1, two
Floor will be separated into three cavitys in test tube section 1, is wherein positioned at the both sides that cavity is second cavity the 12, second cavity 12 of centre
It is respectively the first cavity 11 and the 3rd cavity 13.Wall in first cavity 11 is provided with guide rail 111, is used for placing flexible sensing
Band 4；Wall in second cavity 12 is provided with track 121, is used for placing manual deviational survey bar 3；Set on the wall of the 3rd cavity 13
Having opening 131, after test tube is installed in earth drilling, the 3rd cavity 13 connects with boring surrounding rock body, can in the 3rd cavity 13
Place liquid level sensor 8, level of ground water is measured that (liquid-level type sensor 8 can be to measure water body pressure type or resistance to survey
Wire type).It is not limited to liquid level sensor 8 is only installed in 3rd cavity 13, can install other type of according to actual measurement demand
Sensor.
Floor setting in joint 2 and the opening on joint sidewall are all identical with test tube section 1, and joint 2 two ends are provided with and survey
The threaded fastener that pipeline section 1 connects.Joint 2 is divided into ordinary couplings and intelligent sensing to connect first two form.The effect of ordinary couplings
It is the connection between test tube section 1, has made the test tube section 1 of merogenesis connect into the test tube meeting drillable length；In intelligent sensing joint
Be embedded with strain transducer 5, complete outside ordinary couplings effect, be also with the cantilevered structure of sidewall upper shed, by dependent variable,
Mechanical parameters and joint lifting surface area, calculate the extruding force of surrounding soil suffered by joint area, i.e. crustal stress.Intelligence passes
Sense joint there is the cavity of sidewall opening in also can arrange other need sensor (such as soil moisture content sensor etc.).One
Can divide different layers position that the intelligent sensing joint of several embedded identical or different sensors is installed in set measurement apparatus, complete different layers
The physical quantity of position.
Flexible sensing band 4: the internal double-shaft tilt angle sensor arranged by some perpendicular row is formed by bus parallel connection, according to reality
Border measurement demand, the spacing of double-shaft tilt angle sensor can be arranged flexibly.After test tube is installed on boring, flexible sensing band 4 is along
The first cavity 11 put into by the guide rail 111 of one cavity 11, due to embedded double-shaft tilt angle sensor, therefore can measure different depth
Inclined in two-way angle changes, it is achieved full-automatic tilt data collection.The mounting means of flexible sensing band 4 determines it and installs, ties up
Protect, reusable outstanding advantage.For ensure flexible-belt 4 can be installed to the first cavity 11 smoothly in and flexible-belt 4 and the first cavity
The contact of 11 is closely knit, and flexible sensing band 4 bottom connects the weight 9 having constant weight.Flexible sensing band band 4 has dimension mark, uses
The length of the flexible sensing band of underground is put into when mark is installed.
Manual deviational survey bar 3: have the elongate rod of certain length, two ends are fixed with roller 31, and inside has double-shaft tilt angle to sense
Device 32 and electronic compass 33, electronic compass 33, for correction for direction, makes error in data less, and precision is higher.Manual deviational survey bar 3
Effect mainly include two aspects that one, after test tube installation, measure initial inclination angle and the different depth of different depth first
Test tube windup-degree, for data acquisition provide data correction parameters；Two, when not using flexible sensing band, by technical staff
By periodically using manual deviational survey bar manual type to be measured data collection task.
Big displacement survey line group: include the flexible survey line 6 (such as finer wire) of some different lengths, each flexible survey line 6 one end
It is individually fixed in test tube that on the anchor of different layers bit depth, (anchor is by the collar being installed on outside test tube and several steel
Silk composition, can follow surrounding soil and produce synchronous shift), the other end can be connected to the displacement on earth's surface 00 respectively and pass with freely twitching
On sensor 7.For ensureing the degree of freedom of flexible survey line, outside flexible survey line, it is cased with flexible steel sleeve pipe (such as stainless steel flexible hose).Calamity
During evil body generation block fracture dislocation displacement, flexible survey line is elongated, and amount of elongation is passed to the displacement transducer 7 on earth's surface 00,
Thus know Fault displacement amount, then judge fracture position by judging which root flexibility survey line is subjected to displacement.
Data acquisition module: complete full-automatic data collection task, the various data wires (or data/address bus) in test tube with
The corresponding interface of acquisition module connects.Acquisition module has some economize on electricitys and data acquisition, pretreatment logical algorithm, it is possible to realize
Timing Data Acquisition, device dormancy and electric energy management function.
Wireless sending module: be connected with acquisition module, it is achieved being wirelessly transferred of data, wireless type can be on-the-spot self-built
Wireless network (such as RF, WIFI, ZIGBEE etc.), it is also possible to be existing very-long-range wireless network (such as GSM, GPRS, the Big Dipper etc.).
Supply module: be made up of accumulator and solar energy electroplax, Charge Management unit, it is achieved the power pack of this device is complete
Complete independent.
Therefore, the present invention have physical quantity full-automatic, many, be difficult to lost efficacy, sensitivity is good, measurement data is accurate
Really, sensing element is replaceable and the advantage of recycling, is the ideal device of underground deep disaster monitoring.
The foregoing is only the preferred embodiments of the present invention, be not limited to the present invention, for the skill of this area
For art personnel, the present invention can have various modifications and variations.All within the spirit and principles in the present invention, that is made any repaiies
Change, equivalent, improvement etc., should be included within the scope of the present invention.
Claims (9)
1. a combined type underground deep disaster monitoring device, it is characterised in that: include test tube, manual deviational survey bar, flexible sensing
Band, big displacement survey line group, data acquisition module, wireless sending module and supply module, described test tube is vertically installed in depth
Under boring in, have two floors that are axially extending and that be parallel to each other in described test tube, test tube is separated into three by two floors
Cavity, the cavity being wherein positioned at centre is that the second cavity, the both sides of the second cavity are respectively the first cavity and the 3rd cavity, described
Wall in first cavity is provided with guide rail, and flexible sensing band is placed in the first cavity by described guide rail, described flexible biography
The some double-shaft tilt angle sensors arranged by perpendicular row inside sense band are formed by bus parallel connection, on the wall in described second cavity
Being provided with track, be used for placing manual deviational survey bar, described big displacement survey line group includes the flexible survey line of some different lengths, each soft
Property survey line one end is individually fixed in test tube on the anchor of different layers bit depth, and the other end can connect respectively with freely twitching
On the displacement transducer on earth's surface, described data acquisition module is connected with each sensor signal of telecommunication, described wireless sending module with
The data acquisition module signal of telecommunication connects.
Combined type underground deep disaster monitoring device the most according to claim 1, it is characterised in that: described 3rd cavity
Wall is provided with and the opening connected of holing, and is provided with the liquid level sensor for measuring level of ground water in described 3rd cavity.
Combined type underground deep disaster monitoring device the most according to claim 2, it is characterised in that: described test tube is by some
If test tube section is formed by connecting by dry joint, floor in described joint arrange and opening on joint sidewall all with test tube section phase
With, described joint there is the cavity of sidewall opening in be provided with intelligence sensor, be arranged on connecing of test tube different layers bit depth
Intelligence sensor in Tou is identical or different.
Combined type underground deep disaster monitoring device the most according to claim 3, it is characterised in that: described intelligence sensor
Including strain transducer and soil moisture content sensor.
Combined type underground deep disaster monitoring device the most according to claim 1, it is characterised in that: described flexible sensing band
Bottom connects weight.
Combined type underground deep disaster monitoring device the most according to claim 1, it is characterised in that: described manual deviational survey bar
For having the elongate rod of certain length, its two ends are fixed with roller, are internally provided with double-shaft tilt angle sensor and electronic compass.
Combined type underground deep disaster monitoring device the most according to claim 1, it is characterised in that: described supply module bag
Include solar panel, Charge Management unit and accumulator.
Combined type underground deep disaster monitoring device the most according to claim 1, it is characterised in that: the appearance of described test tube
Face is provided with for limiting its locating slot rotated.
Combined type underground deep disaster monitoring device the most according to claim 2, it is characterised in that: described liquid level sensor
For measuring water body pressure type or resistance survey line formula.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410174024.9A CN104061902B (en) | 2014-04-16 | 2014-04-28 | Combined type underground deep disaster monitoring device |
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|---|---|---|---|
| CN201410152784 | 2014-04-16 | ||
| CN201410152784X | 2014-04-16 | ||
| CN201410152784.X | 2014-04-16 | ||
| CN201410174024.9A CN104061902B (en) | 2014-04-16 | 2014-04-28 | Combined type underground deep disaster monitoring device |
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| CN104061902A CN104061902A (en) | 2014-09-24 |
| CN104061902B true CN104061902B (en) | 2016-08-24 |
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| CN201410174024.9A Active CN104061902B (en) | 2014-04-16 | 2014-04-28 | Combined type underground deep disaster monitoring device |
| CN201420209642.8U Withdrawn - After Issue CN203848823U (en) | 2014-04-16 | 2014-04-28 | Combined type underground deep disaster monitoring device |
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| CN201420209642.8U Withdrawn - After Issue CN203848823U (en) | 2014-04-16 | 2014-04-28 | Combined type underground deep disaster monitoring device |
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Families Citing this family (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104061902B (en) * | 2014-04-16 | 2016-08-24 | 许利凯 | Combined type underground deep disaster monitoring device |
| CN104359396A (en) * | 2014-12-04 | 2015-02-18 | 中国地质调查局水文地质环境地质调查中心 | Landslide deep inclination monitoring device and method |
| CN104931018A (en) * | 2015-06-26 | 2015-09-23 | 上海砺晟光电技术有限公司 | One-dimensional inclination noncontact measurement method and one-dimensional inclination noncontact measurement system based on absolute distance measurement |
| CN105091858A (en) * | 2015-08-02 | 2015-11-25 | 上海砺晟光电技术有限公司 | Two-dimension inclination angle non-contact measurement method and system based on absolute distance measurement |
| CN106759545A (en) * | 2016-12-30 | 2017-05-31 | 上海岩土工程勘察设计研究院有限公司 | A kind of recoverable lateral displacement test system in parallel |
| SG10201704580SA (en) * | 2017-06-05 | 2019-01-30 | Mikrosense Pte Ltd | Monitoring device and method |
| CN108168645B (en) * | 2018-03-23 | 2024-01-23 | 中国矿业大学(北京) | Multi-layer section simultaneous-measurement casing pipe and observation well |
| CN109323684A (en) * | 2018-10-11 | 2019-02-12 | 上海市岩土地质研究院有限公司 | A kind of inclination measurement system and its tilt measurement |
| CN109541181A (en) * | 2018-12-28 | 2019-03-29 | 昆明理工大学 | Open-pit mine blast deep Rock And Soil moisture content on-Line Monitor Device and monitoring method |
| CN109916369B (en) * | 2019-04-09 | 2020-05-05 | 招商局重庆交通科研设计院有限公司 | Deep hole deformation automatic monitoring device and method |
| CN111426263B (en) * | 2020-06-10 | 2020-10-09 | 湖南联智科技股份有限公司 | Slope monitoring device and monitoring method based on Beidou |
| CN113587998A (en) * | 2021-08-11 | 2021-11-02 | 广东智云工程科技有限公司 | Multifunctional integrated intelligent sensor equipment |
| CN114322888B (en) * | 2021-11-29 | 2023-08-22 | 淮北矿业股份有限公司 | Drilling deep separation type multi-base-point displacement monitoring method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201796490U (en) * | 2010-08-31 | 2011-04-13 | 航天科工惯性技术有限公司 | Automatic monitoring system for stratum deep part displacement |
| CN203405203U (en) * | 2013-07-12 | 2014-01-22 | 桂林市晶瑞传感技术有限公司 | High-accuracy double-shaft inclination angle measuring device |
| CN203848823U (en) * | 2014-04-16 | 2014-09-24 | 杨硕稳 | Combined type underground deep disaster monitoring device |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09236430A (en) * | 1996-03-01 | 1997-09-09 | Tone Corp | Measuring method for precision of multi-axis drilling shaft |
| KR101136211B1 (en) * | 2009-12-10 | 2012-04-17 | 한전케이피에스 주식회사 | Effective-area measurement for air-operated actuator |
-
2014
- 2014-04-28 CN CN201410174024.9A patent/CN104061902B/en active Active
- 2014-04-28 CN CN201420209642.8U patent/CN203848823U/en not_active Withdrawn - After Issue
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201796490U (en) * | 2010-08-31 | 2011-04-13 | 航天科工惯性技术有限公司 | Automatic monitoring system for stratum deep part displacement |
| CN203405203U (en) * | 2013-07-12 | 2014-01-22 | 桂林市晶瑞传感技术有限公司 | High-accuracy double-shaft inclination angle measuring device |
| CN203848823U (en) * | 2014-04-16 | 2014-09-24 | 杨硕稳 | Combined type underground deep disaster monitoring device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104061902A (en) | 2014-09-24 |
| CN203848823U (en) | 2014-09-24 |
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