CN216206257U - Array displacement measuring device for monitoring side slope slippage and settlement - Google Patents

Array displacement measuring device for monitoring side slope slippage and settlement Download PDF

Info

Publication number
CN216206257U
CN216206257U CN202122651561.6U CN202122651561U CN216206257U CN 216206257 U CN216206257 U CN 216206257U CN 202122651561 U CN202122651561 U CN 202122651561U CN 216206257 U CN216206257 U CN 216206257U
Authority
CN
China
Prior art keywords
magnetic sensor
sensor
magnetic
measuring
pipe
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.)
Active
Application number
CN202122651561.6U
Other languages
Chinese (zh)
Inventor
於三大
黄跃文
张锋
周芳芳
权录年
邹双朝
任大春
毛索颖
段杭
张乾
姚孟迪
张继楷
杜泽东
彭思唯
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Changjiang River Scientific Research Institute Changjiang Water Resources Commission
China Three Gorges Construction Engineering Co Ltd
Original Assignee
Changjiang River Scientific Research Institute Changjiang Water Resources Commission
China Three Gorges Construction Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Changjiang River Scientific Research Institute Changjiang Water Resources Commission, China Three Gorges Construction Engineering Co Ltd filed Critical Changjiang River Scientific Research Institute Changjiang Water Resources Commission
Priority to CN202122651561.6U priority Critical patent/CN216206257U/en
Application granted granted Critical
Publication of CN216206257U publication Critical patent/CN216206257U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Testing Or Calibration Of Command Recording Devices (AREA)
  • Measurement Of Length, Angles, Or The Like Using Electric Or Magnetic Means (AREA)

Abstract

The utility model provides an array displacement measuring device for monitoring side slope slippage and settlement, which comprises a plurality of steel pipes with pulleys, wherein two adjacent steel pipes are connected through flexible joints, and a measuring unit is arranged in each steel pipe; the measuring unit comprises at least two magnetic sensor measuring modules and a magnetic sensor and acceleration sensor measuring module which are in serial communication with each other, the measuring device is arranged in an inclinometer pipe or a sedimentation pipe of a side slope, and a permanent magnet is arranged on the inclinometer pipe or the sedimentation pipe corresponding to each steel pipe. According to the utility model, the magnetic sensor and the acceleration sensor are integrated in the device, so that the whole device realizes the real-time remote monitoring of the slope slippage and the settlement displacement, one measuring device simultaneously realizes the measurement of an inclinometer and a settlement instrument, the problems of complexity, limited measuring angle and the like caused by the repeated arrangement of the inclinometer and the settlement instrument in an engineering field are solved, the automatic measurement can be realized, the manual participation is not required, and the arrangement is simple and convenient.

Description

Array displacement measuring device for monitoring side slope slippage and settlement
Technical Field
The utility model relates to the technical field of deformation monitoring, in particular to an array displacement measuring device for monitoring side slope slippage and settlement.
Background
The conventional array type displacement meter is a sensor for testing acceleration and displacement based on the testing principle of a micro-electro-mechanical system, is connected with adjacent steel pipes through flexible joints, is internally provided with the sensor, and can be used for deformation testing of geotechnical engineering under a static state.
When the displacement meter is used for monitoring deformation such as slope slippage, the displacement meter needs to be placed in an inclinometer tube, and the displacement meter is easy to freely slide in the inclinometer tube due to no supporting structure, so that the displacement of the common array displacement meter cannot reflect real slope slippage; in addition, currently, the inclinometry and the settlement are measured by independent instruments, only one instrument can be put into a single inclinometry pipe, the arrangement of the instruments is complicated, and the cost is increased; the utility model discloses a "201910507535.0" discloses a soil body layering subsides and horizontal displacement combined measurement device, system, is a measuring device who needs manual operation, needs manual operation device to measure subside and horizontal displacement on every layer respectively, can not realize automatic real-time measurement.
SUMMERY OF THE UTILITY MODEL
The utility model provides an array displacement measuring device for monitoring side slope slippage and settlement, which realizes real-time remote monitoring of side slope slippage and settlement displacement and solves the problems of complexity, limited measuring angle and the like of repeated arrangement of an engineering field inclinometer and a settlement gauge.
An array displacement measuring device for monitoring side slope slippage and settlement comprises a plurality of steel pipes with pulleys, wherein two adjacent steel pipes are connected through flexible joints, and a measuring unit is arranged in each steel pipe; the measuring unit comprises at least two magnetic sensor measuring modules and a magnetic sensor and acceleration sensor measuring module which are mutually communicated in series, the measuring device is arranged in an inclinometer pipe or a sedimentation pipe of a side slope, and a permanent magnet is arranged on the inclinometer pipe or the sedimentation pipe corresponding to each steel pipe; the magnetic sensor measuring module comprises a first microprocessor, a first magnetic sensor and a first CAN bus communication interface, wherein the first magnetic sensor and the first CAN bus communication interface are connected with the first microprocessor; the magnetic sensor and acceleration sensor measuring module comprises a second microprocessor, a second magnetic sensor connected with the second microprocessor, a three-axis acceleration sensor and a second CAN bus communication interface, the second microprocessor is used for data acquisition, calculation and communication protocol processing of the second magnetic sensor, data acquisition, angle calculation and coordinate conversion of the three-axis acceleration sensor, the second magnetic sensor is used for detecting the magnetic induction intensity of the current position in real time, and the three-axis acceleration sensor is used for outputting acceleration values of the sensor in three directions in a three-dimensional space coordinate system.
Furthermore, the magnetic sensor measurement module and the acceleration sensor measurement module are in serial communication through a first CAN bus communication interface and a second CAN bus communication interface by using a CAN bus.
Further, the steel pipe is made of nonmagnetic stainless steel, aluminum or copper.
Further, the first magnetic sensor and the second magnetic sensor are one of a hall sensor, an anisotropic magnetic resistance sensor, a giant magnetic resistance sensor, and a tunnel magnetic resistance sensor.
The pulley is arranged on the outer side of the steel pipe, the integrity of the whole structure is not affected, the whole device is connected into a whole, only one cable is led out, and the field installation is convenient; according to the utility model, the magnetic sensor and the acceleration sensor are integrated in the device, so that the whole device realizes the real-time remote monitoring of the slope slippage and the settlement displacement, one measuring device simultaneously realizes the measurement of an inclinometer and a settlement instrument, the problems of complexity, limited measuring angle and the like caused by the repeated arrangement of the inclinometer and the settlement instrument in an engineering field are solved, the automatic measurement can be realized, the manual participation is not required, and the arrangement is simple and convenient.
Drawings
FIG. 1 is a schematic structural diagram of an array displacement measuring device for slope slip and settlement monitoring according to an embodiment of the present invention;
FIG. 2 is a diagram of the internal circuitry of one of the measurement units of the present invention;
FIG. 3 is a schematic diagram of the arrangement of the measuring unit and the permanent magnet ring in the present invention;
FIG. 4 is a schematic diagram of a prior art magnetic flux measurement method using an array of magnetic sensors to measure displacement;
fig. 5 is a structural schematic diagram of the array displacement measurement method for slope slip and settlement monitoring according to the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. All other embodiments, which can be obtained by a person skilled in the art without any inventive step based on the embodiments of the present invention, are within the scope of the present invention.
Referring to fig. 1, which is a structural view of one embodiment of the array displacement measuring device for monitoring slope slippage and settlement of the present invention, the device includes a plurality of steel pipes 1 connected in series and provided with pulleys, two adjacent steel pipes are connected by a flexible joint 2, a measuring unit is installed inside each steel pipe 1, the device is placed in an inclinometer pipe or a settlement pipe of a slope during measurement, and a permanent magnet is installed on the inclinometer pipe or the settlement pipe corresponding to each steel pipe.
As shown in fig. 2, the measuring unit 1 includes a plurality of magnetic sensors and a three-axis acceleration sensor, the number and arrangement of the magnetic sensors are determined according to the length of the steel pipe of each measuring unit, each sensor is equipped with a microprocessor and a communication module (such as a CAN bus communication interface) for data acquisition, processing, storage and communication, and is equipped with a power module to ensure stable power supply of each module on the circuit board. Each sensor and other modules form a single measuring module, and the measuring modules are uniformly distributed in the steel pipe. For example, a magnetic sensor 111, a microprocessor 112 and a CAN bus communication interface 113 constitute the magnetic sensor measurement module 11, wherein the magnetic sensor 111 and the CAN bus communication interface 113 are respectively connected to the microprocessor 112; the magnetic sensor and acceleration sensor measuring module 12 is composed of a magnetic sensor 121, a triaxial acceleration sensor 123, a microprocessor 122 and a CAN bus communication interface 124, the magnetic sensor 121, the triaxial acceleration sensor 123 and the CAN bus communication interface 124 are respectively connected with the microprocessor 122, and the magnetic sensor measuring module 11 and the magnetic sensor and acceleration sensor measuring module 12 communicate with each other through respective CAN bus communication interfaces by using CAN buses. The magnetic sensor measuring module 11 is used for determining the position of the permanent magnet through the detected magnetic induction intensity, and further determining the relative displacement value of the measuring device; the magnetic sensor and acceleration sensor measuring module 12 is used for measuring the inclination angle of the device and determining the three-dimensional coordinates of the space through the three-axis acceleration sensor, so as to determine the variation displacement of the measuring device in the three-dimensional space, and also determining the position of the permanent magnet through the magnetic induction intensity detected by the magnetic sensor, so as to determine the relative displacement value of the measuring device.
During on-site measurement, the whole flexible array displacement measurement device is placed in an inclinometer pipe of a side slope, permanent magnets are arranged at different elevations of the inclinometer pipe, the position of one section of steel pipe corresponds to one permanent magnet, such as a permanent magnet magnetic ring, and a single measurement unit is arranged inside each section of steel pipe.
When each measuring unit is installed, a single sensor measuring module circuit board consisting of the magnetic sensor and the triaxial acceleration sensor is uniformly fixed on the semi-cylindrical structural member, and the circuit board and the semi-cylindrical structural member are installed in the steel pipe together after the circuit board is fixed. The steel pipe is made of nonmagnetic stainless steel, aluminum, copper and the like, which otherwise affects the measurement of the magnetic sensor, and the magnetic sensor can be one of Hall sensor, AMR (anisotropic magnetoresistive sensor), GMR (giant magnetoresistive sensor), TMR (giant magnetoresistive sensor) and the like.
The utility model adopts a magnetic flux measuring method of a magnetic sensor array to measure the position of an external permanent magnet magnetic ring, combines a triaxial acceleration sensor to measure the three-dimensional attitude of each measuring unit, and uses a CAN bus to complete the stable communication of a plurality of measuring units and the array magnetic sensor.
The principle of measuring displacement by using a magnetic flux measuring method of a magnetic sensor array in the prior art is introduced as follows:
(1) each section of the measuring unit is provided with a permanent magnet magnetic ring, as shown in fig. 3, the permanent magnet magnetic ring is arranged outside the whole array displacement measuring device, and magnetic flux is generated at the magnetic sensor near the permanent magnet.
(2) The magnetic sensor measures the magnetic induction intensity in the magnetic circuit, obtains the voltage value of direct current signal, and the magnetic flux that is closest to the magnetic sensor is the biggest, and the magnetic sensor that upper position or lower position are close to a little also has certain magnetic flux.
(3) The magnetic induction intensity of the magnetic sensor CAN be changed along with the position reduction of the permanent magnet, the voltage value output by the magnetic sensor passes through the amplifier and the filter, the voltage value is converted into a digital signal after being acquired by the A/D of the microprocessor, the microprocessor calculates the sinking displacement of the permanent magnet according to the corresponding relation between the magnetic induction intensity and the displacement between the permanent magnet and the magnetic sensor, and then the displacement calculated value is transmitted to the data acquisition equipment through the CAN bus.
As shown in fig. 4, when a certain point is located on the central axis of the permanent magnet magnetic ring and the distance from the permanent magnet magnetic ring is X, the magnetic induction formula is:
Figure BDA0003332694940000051
wherein Br is the remanence of the permanent magnet and represents the maximum magnetic flux value provided by the magnet, R is the outer diameter of the permanent magnet magnetic ring, R is the inner diameter of the permanent magnet magnetic ring, and X is the distance between a certain point and the permanent magnet magnetic ring.
Although there is a corresponding calculation formula, it is inconvenient for the microprocessor to directly calculate the distance from the permanent magnet magnetic ring according to the magnetic induction intensity measured by the magnetic sensor, and the magnetic sensor is not exactly installed on the central axis of the magnetic ring. The method adopts a mode of measuring a fitting curve in advance, fits a corresponding curve of the measured value of the magnetic sensor and the position value of the magnetic ring of the permanent magnet, and calculates the distance value through the corresponding curve, which is explained in detail as follows.
The embodiment of the utility model provides an array displacement measurement method for monitoring side slope slippage and settlement, which is carried out by adopting the device and comprises the following steps:
step one, after each section of measuring unit is installed, the measuring unit is placed on an electric calibration table, a permanent magnet magnetic ring is installed on the periphery of the measuring unit, and the same permanent magnet magnetic ring is needed during field installation in order to keep data consistency;
moving the permanent magnet magnetic ring on the calibration platform along the direction of the measuring unit, recording the magnetic induction intensity of each magnetic sensor in the measuring unit at the moment when moving a small section, and fitting a polynomial calibration curve through the displacement of each magnetic sensor and the measurement data of the magnetic induction intensity, wherein the polynomial calibration curve is shown as follows;
X=a×B(X)2+d×B(X)+e×B(X)-1+f×B(X)-2+c
a. d, e, f and c are calibrated coefficients, X is the displacement value of the magnetic sensor from the magnetic ring of the permanent magnet, and B (X) is the magnetic induction intensity of the magnetic sensor. The formula of the calibration curve is adjusted correspondingly according to different performances of the magnetic sensors.
The calibration platform adopts a motor to drive a bearing so that the permanent magnet magnetic ring moves in the axis direction of the device, and the reading heads of the permanent magnet magnetic ring and the grating ruler are relatively fixed, so that the moving distance of the permanent magnet magnetic ring can be obtained according to the data of the grating ruler.
As shown in fig. 5, the distance between two magnetic sensors is L, each measurement unit is located at the first magnetic sensor, and is determined as the measurement origin of the current measurement unit, but here is the estimated position, and needs to be determined by the magnetic sensor measurement value, i.e. the magnetic induction intensity, and B is set01Is the maximum value of the first magnetic sensor when the magnetic ring moves along the whole measuring unit, B01The value is determined by the proximity of the permanent magnet to the first magnetic sensorWhen the magnetic sensor is close to the magnetic sensor, the minimum resolution of the displacement value is used, the displacement value of the minimum resolution is recorded when the permanent magnet moves for each step, and the measurement value of the magnetic induction intensity of the first magnetic sensor is recorded, wherein the maximum measurement value of the magnetic induction intensity is B10. When the measured value B of the first magnetic sensor1=B10When the magnetic ring moves along the whole measuring unit, the magnetic ring is measured according to a certain interval quantity, the position of the magnetic ring at which the magnetic ring is located can not be found exactly, and at the moment, the magnetic ring is slightly higher or slightly lower than the position of the magnetic sensor at which the magnetic ring is located, so that the position of the magnetic ring at which the magnetic ring is located can be judged according to the value of the second magnetic sensor, B1=B10When the second magnetic sensor has two measured values, B2=B2iOr B2=B2j(wherein B is2i>B2i) The magnetic ring is selected to have a larger value B in the second magnetic sensor2iThe measurement origin is determined, that is, the measurement origin is ensured to be in the interval between the first magnetic sensor and the second magnetic sensor. When B is present1<B10And B is2>B2iAt this time, the magnetic ring moves toward the second magnetic sensor, and a polynomial calibration curve is formed by the displacement value and the measurement value of the first magnetic sensor.
When the magnetic ring is positioned between the first magnetic sensor and the second magnetic sensor, a position needs to be determined, when the magnetic ring moves to the second magnetic sensor from the position, the value of the second magnetic sensor is required to be a calibration value of displacement, and when B is required to be the calibration value of displacement1=B1k,B2=B2fWhen B is the junction point between the first and second magnetic sensors1<B1k,B2>B1fThen, a calibration curve is formed by the displacement value and the measured value of the second magnetic sensor until B2=B2k,B3=B3f
B is located at the upper position and the lower position of the second sensor at equal distances2Are identical, and therefore need to be in accordance with B1And B3Is determined to be at a particular location. When B is present1>B3When it is located above the second magnetic sensor, when B is1<B3And is located below the second magnetic sensor.
When the magnetic ring moves towards the third magnetic sensor, the definition method is analogized.
Because a single magnetic sensor has strong magnetic flux to the adjacent permanent magnet magnetic ring, the magnetic flux generated by the permanent magnet magnetic ring corresponding to other measuring units can be ignored and is not influenced by the permanent magnet magnetic ring.
And step three, connecting the steel pipes 1 where the measuring units are located through the flexible joints 2, and installing the steel pipes into an inclinometer pipe or a settling tube, wherein although the field environment changes, the installation position of the magnetic ring and the relative position of the array displacement measuring device are unchanged, and the influence of the field soil on the magnetic induction intensity is small, so that the displacement value of the permanent magnet magnetic ring can be calculated according to a polynomial calibration curve fitted in a laboratory and the magnetic induction intensity measured by the magnetic sensor in real time, the position of the permanent magnet magnetic ring can be determined according to the magnetic induction intensity of the magnetic sensor, and the displacement value of the measuring device can be further determined.
And step four, the magnetic sensor of each measuring unit measures the sinking displacement, the three-axis acceleration sensor also measures the space three-dimensional attitude of the three-axis acceleration sensor, the three-dimensional coordinates of the sensor are output after data processing is carried out through the microprocessor, so that the real-time attitude of the whole measuring unit is positioned, and when the sensor is inclined, the inclined angle and the displacement value can be determined through comparison with the coordinate value of the initial state. Although the three-axis acceleration sensor can calculate the three-dimensional space coordinates, the initial value is the acceleration values of the three axes of the sensor and the gravity direction, so when the device only moves downwards along the gravity direction, the displacement along the gravity direction cannot be calculated, and at the moment, the displacement of the method can be compensated by combining the settlement displacement measured by the magnetic sensor, and the coordinate value can be calculated again.
By adopting the CAN bus communication technology, the serial access of 150 sensors CAN be supported.
The above description is only an embodiment of the present invention, but the scope of the present invention is not limited thereto, and any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope of the present invention are included in the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.

Claims (4)

1. The utility model provides an array displacement measurement device for side slope is slided and is subsided monitoring which characterized in that: the device comprises a plurality of steel pipes with pulleys, wherein two adjacent steel pipes are connected through a flexible joint, and a measuring unit is arranged in each steel pipe; the measuring unit comprises at least two magnetic sensor measuring modules and a magnetic sensor and acceleration sensor measuring module which are mutually communicated in series, the measuring device is arranged in an inclinometer pipe or a sedimentation pipe of a side slope, and a permanent magnet is arranged on the inclinometer pipe or the sedimentation pipe corresponding to each steel pipe; the magnetic sensor measuring module comprises a first microprocessor, a first magnetic sensor and a first CAN bus communication interface, wherein the first magnetic sensor and the first CAN bus communication interface are connected with the first microprocessor; the magnetic sensor and acceleration sensor measuring module comprises a second microprocessor, a second magnetic sensor connected with the second microprocessor, a three-axis acceleration sensor and a second CAN bus communication interface, the second microprocessor is used for data acquisition, calculation and communication protocol processing of the second magnetic sensor, data acquisition, angle calculation and coordinate conversion of the three-axis acceleration sensor, the second magnetic sensor is used for detecting the magnetic induction intensity of the current position in real time, and the three-axis acceleration sensor is used for outputting acceleration values of the sensor in three directions in a three-dimensional space coordinate system.
2. The array displacement measurement device for slope slip and settlement monitoring of claim 1, wherein: the magnetic sensor measuring module and the magnetic sensor and acceleration sensor measuring module are in serial communication through a first CAN bus communication interface and a second CAN bus communication interface by using a CAN bus.
3. The array displacement measurement device for slope slip and settlement monitoring of claim 1, wherein: the steel pipe is made of nonmagnetic stainless steel, aluminum or copper.
4. The array displacement measurement device for slope slip and settlement monitoring of claim 1, wherein: the first magnetic sensor and the second magnetic sensor are one of a hall sensor, an anisotropic magnetoresistive sensor, a giant magnetoresistive sensor and a tunnel magnetoresistive sensor.
CN202122651561.6U 2021-11-01 2021-11-01 Array displacement measuring device for monitoring side slope slippage and settlement Active CN216206257U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202122651561.6U CN216206257U (en) 2021-11-01 2021-11-01 Array displacement measuring device for monitoring side slope slippage and settlement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202122651561.6U CN216206257U (en) 2021-11-01 2021-11-01 Array displacement measuring device for monitoring side slope slippage and settlement

Publications (1)

Publication Number Publication Date
CN216206257U true CN216206257U (en) 2022-04-05

Family

ID=80898559

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202122651561.6U Active CN216206257U (en) 2021-11-01 2021-11-01 Array displacement measuring device for monitoring side slope slippage and settlement

Country Status (1)

Country Link
CN (1) CN216206257U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116642458A (en) * 2023-07-25 2023-08-25 北京中弘泰科科技有限公司 Automatic monitoring system and method for layered settlement and horizontal displacement of dam through same holes

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116642458A (en) * 2023-07-25 2023-08-25 北京中弘泰科科技有限公司 Automatic monitoring system and method for layered settlement and horizontal displacement of dam through same holes
CN116642458B (en) * 2023-07-25 2023-10-27 江河安澜工程咨询有限公司 Automatic monitoring system and method for layered settlement and horizontal displacement of dam through same holes

Similar Documents

Publication Publication Date Title
CN105043278B (en) A kind of method of contactless multimetering bore inner diameter
CN103235349B (en) Three-dimensional measuring method and measuring system for underground deformation
CN106290968B (en) A kind of large space pulsatile flow field three-dimension measuring system and measurement method
CN101109670A (en) Three-dimensional force transducer calibration device
TWI499791B (en) A compensating apparatus for a non-contact current sensor installing variation in two wire power cable
CN210222235U (en) Magnetic sensor&#39;s test system
CN106018942A (en) Current sensor array used for measuring three-phase current and measuring method thereof
CN216206257U (en) Array displacement measuring device for monitoring side slope slippage and settlement
CN215252761U (en) Recoverable soft soil layered settlement remote real-time automatic monitoring device
WO2019013673A1 (en) Magnetic flaw detector for diagnostics of underground steel pipelines
CN202031580U (en) Active magnetic field calibrator with MWD (measurement while drilling) directional probe
CN107390155A (en) A kind of Magnetic Sensor calibrating installation and method
CN207300230U (en) Movable type inclinometer
CN203203587U (en) Real-point real-time gradient measuring device based on laser ranging
CN113959322A (en) Array displacement measuring device and method for monitoring side slope slippage and settlement
CN106772635A (en) A kind of buried cable 3 D locating device and localization method crossed based on scanning
CN206146426U (en) A device of magnetic field environment steadily is provided
CN201314822Y (en) Laser shafting detecting instrument
CN116736199A (en) Space static magnetic field distribution measurement system and method
CN206020457U (en) A kind of five-hole probe based on inertial sensor
CN107014400A (en) The self-checking device and calibration method of unmanned plane inertial navigation unit
CN207231472U (en) Fixed capacitive grating encoder inclination measurement device, inclinometer, deviation survey equipment and inclination measurement system
CN105509871A (en) Self-calibration device and method applied to vibration sensor
CN206593749U (en) A kind of field calibration system for magnetoelectric sensor
CN109633539A (en) A kind of the static immobilization device and static immobilization method of magnetic source

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant