CN207407864U - A kind of automatic inclinometer device - Google Patents
A kind of automatic inclinometer device Download PDFInfo
- Publication number
- CN207407864U CN207407864U CN201721375734.3U CN201721375734U CN207407864U CN 207407864 U CN207407864 U CN 207407864U CN 201721375734 U CN201721375734 U CN 201721375734U CN 207407864 U CN207407864 U CN 207407864U
- Authority
- CN
- China
- Prior art keywords
- module
- automatic
- measuring probe
- signal cable
- cable
- 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.)
- Withdrawn - After Issue
Links
- 239000000523 sample Substances 0.000 claims abstract description 80
- 238000005259 measurement Methods 0.000 claims abstract description 40
- 229920003023 plastic Polymers 0.000 claims abstract description 16
- 239000004033 plastic Substances 0.000 claims abstract description 16
- 238000012546 transfer Methods 0.000 claims abstract description 8
- 238000004891 communication Methods 0.000 claims description 13
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 12
- 239000004568 cement Substances 0.000 claims description 11
- 239000003638 chemical reducing agent Substances 0.000 claims description 10
- 230000001133 acceleration Effects 0.000 claims description 7
- 239000002184 metal Substances 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 230000005611 electricity Effects 0.000 claims description 5
- 238000001514 detection method Methods 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000013519 translation Methods 0.000 claims description 2
- 238000005516 engineering process Methods 0.000 abstract description 3
- 239000000284 extract Substances 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 13
- 230000008569 process Effects 0.000 description 7
- 238000010586 diagram Methods 0.000 description 6
- 238000006073 displacement reaction Methods 0.000 description 4
- 230000008859 change Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000013500 data storage Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- 238000009472 formulation Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- Testing Or Calibration Of Command Recording Devices (AREA)
Abstract
The utility model is related to a kind of automatic inclinometer device, including measuring probe, signal cable, automatic takeup module, control tank module, vehicle frame, terminal device；Signal cable is wrapped in automatic takeup module, and signal cable both ends are connected respectively with measuring probe and control tank module；Automatic takeup module and control tank module are each attached on vehicle frame；The movement of control tank module control automatic takeup module simultaneously sends the data that measuring probe measures to terminal device in real time；Measuring probe transfers to bottom of foundation ditch by plastic conduit of the pre-plugged in foundation pit.The utility model overcomes traditional inclinometer and the height of worker is relied on, measurement data, which extracts, will also be reprocessed, it not only solves the problems such as inaccuracy of prior art measurement data, precision is not high, also substantially increases measurement efficiency, belong to foundation pit measurement technology.
Description
Technical field
The utility model is related to a kind of foundation pit measurement technology more particularly to a kind of automatic inclinometer devices, belong to ground work
Journey technical field.
Background technology
As present city high rise building, the quick of subway are built, the depth of foundation pit is continuously increased, along with many foundation engineerings
Geological conditions it is again extremely complex, therefore more and more need to the horizontal displacements such as foundation pit, side slope and surface subsidence progress
The real-time formulation for monitoring to facilitate construction plan.And inclinometer is mainly the device applied in this field, it mainly passes through
It extend into pre-drilled dell, the crimp generated using two pairs above and below the inclinometer Shrinking wheels with spring causes deviational survey
The horizontal displacement of each point in foundation pit is calculated by formula for the variable quantity of instrument main shaft and plumb line angle.
Lift and fixed is roughly divided into using the mode of inclinometer device currently on the market, wherein lift is to pass through
Clinometer probe is stretched into pre-drilled foundation pit, then equidistantly pull up to measure the horizontal displacement of each node.It is fixed
Formula is just to measure clinometer probe mounted on fixed position during foundation pit is bored.On the market largely be
Lift, recently as the rising of human cost, there has been proposed some new ideas to be intended to oneself of realization inclinometer devices
Dynamicization measures, and if Application No. 201610576955.0 discloses a kind of automation Portable dip instrument, mainly passes through coiling
Disk folding and unfolding cable controls the lifting of clinometer probe, then realizes the mutual of measurement data and terminal device using bluetooth module
Communication, but this device can not achieve complete automatic measurement, and bluetooth module works together comparatively laborious, and stability is not
It is high；Application No. 201610495097.7 discloses a kind of complete intelligent inclination measurement device and tilt measurement, mainly passes through high-precision
Wireless probe and probe positions posture automaton cooperate, and will be surveyed using the data storage module of the internal installation of probe
The data of amount first store, and treat that probe is raised to the terminal that suitable position recycles wireless communication to transfer data on ground and sets
Standby, but this device operability is not strong, does not account for actual foundation pit pipeline in installing and using, bottom is more or less
Silt and water can be entered, the real depth of foundation pit is caused to be less than the depth drilled through in advance, therefore when deviation occurs in measurement data
When cannot be made adjustment in time due to that can not see data in real time；Also some schemes are wireless in probe using being mounted on
Communication module transfers data to the terminal device on ground in real time, but this scheme is highly susceptible to foundation depth and surrounding ring
The influence in border, and then can not ensure the precision and accuracy of measurement.
To sum up, some existing improvement projects all there are it is respective the defects of, engineer can not be met to phases such as foundation pits
Close the increasing requirement of data accuracy.Existing inclinometer equipment cannot fully achieve automation and measurement data can not be real
When, be accurately transferred to required terminal.
Utility model content
For technical problem in the prior art, the purpose of this utility model is：It provides and is collected in a kind of foundation pit
Data ground is transferred to by wired mode and the automatic inclinometer device of terminal device is uploaded to using wireless module.
In order to achieve the above object, the utility model adopts the following technical solution：
A kind of automatic inclinometer device, including measuring probe, signal cable, automatic takeup module, control tank module, vehicle
Frame, terminal device；Signal cable is wrapped in automatic takeup module, signal cable both ends respectively with measuring probe and control cabinet mould
Block is connected；Automatic takeup module and control tank module are each attached on vehicle frame；Control the fortune of tank module control automatic takeup module
It moves and sends the data that measuring probe measures in real time to terminal device；Measuring probe includes wiring annular seal space, main probe, connection electricity
Cable, circuit board annular seal space, circuit module, wiring annular seal space, main probe, circuit board annular seal space are set gradually from top to bottom, circuit
Module is located in circuit board annular seal space, and the upper end of connecting cable connects with signal cable in wiring annular seal space, in connecting cable
Through main probe, the lower end of connecting cable connects section with circuit module；Measuring probe by pre-plugged foundation pit plastic tube
Bottom of foundation ditch is transferred in road.
Circuit module includes control circuit, whether detection measuring probe reaches the acceleration transducer of bottom of foundation ditch, is used for
Angular transducer of the measurement foundation pit at the inclination angle of each measuring node, the STC15F2K60S2 monolithics that are handled measurement data
Machine.
Plastic conduit includes the casing that several conduits are connected with by conduit；Pipe inner wall is circumferentially uniformly provided with 4 for drawing
The guide groove of measuring probe upper and lower translation is led, conduit outer wall is circumferentially laid with 4 boss with casing cooperation, guide groove face
Boss.
The casing apart from ground 0.5m depths of top, which is arranged to stage casing, has the connecting sleeve of smooth inner wall structure；Connection
The upper end inner wall and lower end inner wall of casing are circumferentially uniformly provided with 4 grooves, the boss cooperation of groove and conduit outer wall；Connector sleeve
The internal diameter of the smooth inner wall of pipe is identical with the outer diameter of conduit.
Signal cable is four core metal silk cables, wherein two one metal wires, as supply lines, two are used as signal wire；Signal
Cable is equipped with several digital labels for being different from signal cable coat color in outer surface, except two of close measuring probe
Outside the distance of adjacent digital label is closer, the distance between other two neighboring digital labels are all 0.5m.
Automatic takeup module include wire spool, speed reducer, servomotor, pedestal, tilted supporter, color mark sensor, fixed pulley,
Connector, connector；Wire spool, speed reducer, servomotor, fixed pulley are relatively fixed with pedestal, and wire spool is internally provided with anti-
360 ° of rotary connectors of stop signal cable torsion, servomotor drive wire spool to rotate by speed reducer, color mark sensor, company
Fitting, tilted supporter, pedestal connect successively, and connector is equipped with circular hole, and the light source of color mark sensor, circular hole, fixed pulley are successively just
It is right, so as to which the light that the light source of color mark sensor is sent just is radiated at the highest point through the signal cable of fixed pulley.
Tank module is controlled to include control cabinet, air switch, Switching Power Supply, servo-driver, PLC, DTU module；Control cabinet
Shell be equipped with several buttons and be used to control the normal work of automatic inclinometer device, the bottom of control cabinet is provided with a circular hole, should
For circular hole for automatic takeup module with the connection cables of tank module is controlled to pass through, DTU module passes through RS485 communication modules and PLC
485 interfaces be connected, using wireless communication by the data transfer that PLC is received to terminal device.
Automatic takeup module and control tank module are fixed together by angle steel and are integrally attached on vehicle frame.
A kind of automatic inclinometer device further includes the cement base being arranged on by foundation pit, set in the middle part of cement base there are three
Location hole coordinates with three positioning cylinders of bottom of frame, is positioned to being pushed into the vehicle frame by foundation pit.
A kind of measuring method of automatic inclinometer device, using automatic inclinometer device, includes the following steps：
Set-up procedure：It is determined first according to approximate depth, measurement point spacing, the measuring probe uplink and downlink speed of measurement foundation pit
Then parameter in PLC program is moved to automatic inclinometer device near foundation pit, vehicle frame is fixed on three of cement base
On location hole, then measuring probe is placed in plastic conduit and connects 220V mobile powers, only established terminal before measuring and set
The standby communication with DTU module.
X is to measurement process：First by the button control measuring probe of control cabinet with certain speed uniform descent, at this time
Color mark sensor does not work, when measuring probe reaches bottom of foundation ditch, due to soil and the resistance of water, acceleration transducer detection
Can signal be sent to PLC immediately when there are velocity variations to measuring probe, PLC control servomotors stop operating, then pass through button
Servomotor reversion pull-up measuring probe is controlled, and using the digital label on color mark sensor detection signal cable, each
Servomotor can shut down when having detected digital label, the measuring probe for treating this moment surveyed data and pass through DTU module into
The data handled well are uploaded to after terminal device and run well again by work(, during which do not exceed 1s, when color mark sensor detects
When on signal cable near the digital label of measuring probe, remaining phase is smaller than according to this digital label and adjacent label
The characteristic of adjacent digital label spacing, PLC judges that this has been surveyed to data, and servomotor is controlled to stop operating.
Steering procedure：For X after having surveyed, measuring probe is located at the top of foundation pit, is then manually pulled up to measuring probe
The upper roller of the main probe of measuring probe just goes out plastic conduit, and the bottom roller of the main probe of measuring probe is located among connecting sleeve
Smooth inner wall when, manual rotation measuring probe makes two pairs of idler wheels be located in the guide groove of Y-direction.
Y-direction measurement process：After the completion of steering, control servomotor is again started up, and completes to move to measurement process is identical with X
Make, complete Y-direction measurement process.
Mobile whole device carries out the measurement of next foundation pit.
Generally speaking, the utility model has the following advantages that：
1. providing a kind of high reliability, high-precision, easy-operating automatic inclinometer device, the number of terminal device is uploaded to
According to being treated by microcontroller, overcome traditional inclinometer and the height of worker is relied on, data, which extract, will also carry out again
Processing, not only solves the problems such as inaccuracy of prior art measurement data, precision is not high, also substantially increases measurement
Efficiency.
2. the utility model combines practical engineering experience, it is contemplated that the bottom of foundation ditch really measured is impregnated with substantial amounts of silt
And water, the depth of foundation pit reality is caused to be less than the value initially drilled through, the introducing of acceleration transducer can effectively solve measurement and visit
The problem of head enters silt and causes measurement data inaccurate.The location hole of cement base can ensure around fixed pulley simultaneously
Vertical cable is placed exactly in by the gravity of measuring probe at the central axis of pipeline, reduces unnecessary positioner.
Description of the drawings
Fig. 1 is a kind of overall schematic of automatic inclinometer device.
Fig. 2 is the measuring probe structure diagram of the utility model.
Fig. 3 a are the plastic pipe structure schematic diagrames of the utility model.
Fig. 3 b are the sectional views of Fig. 3 a.
Fig. 4 is the automatic takeup modular structure schematic diagram of the utility model.
Fig. 5 is the control cabinet module placement schematic diagram of the utility model.
Fig. 6 is the body frame structure for automotive schematic diagram of the utility model.
Fig. 7 is the cement base schematic diagram of the utility model.
Label and corresponding parts title in figure are：Measuring probe 101, plastic conduit 102, signal cable 103, water
Mud pedestal 104, automatic takeup module 105 control tank module 106, vehicle frame 107, terminal device 108, locking waterproof connector
201, wiring annular seal space 202, main probe 203, connecting cable 204, circuit board annular seal space 205, circuit module 206, conduit 301,
Connecting sleeve 302, smooth inner wall 303, guide groove 304, boss 305, groove 306, wire spool 401, speed reducer 402, servo electricity
Machine 403, pedestal 404, tilted supporter 405, color mark sensor 406, fixed pulley 407, control cabinet 501, air switch 502, switch electricity
Source 503, servo-driver 504, PLC505, DTU module 506, button 507, circular hole 508, positioning cylinder 601, location hole 701.
Specific embodiment
It is next below that the utility model is described in more detail.
A kind of automatic inclinometer device, including measuring probe 101, signal cable 103, automatic takeup module 105, control cabinet
Module 106, vehicle frame 107 and terminal device 108, cement base 104.
Measuring probe 101 is connected with one end of signal cable 103, and the other end of signal cable 103 is wrapped in automatic takeup
On the wire spool 401 of module 105, automatic takeup module 105 and control tank module 106 are fixed on vehicle frame 107, control tank module
The movement of 106 control automatic takeup modules 105 and the data for sending measurement in real time to terminal device 108.
Further, measuring probe 101 includes wiring annular seal space 202, main probe 203, connecting cable 204, circuit board sealing
Chamber 205, circuit module 206.Wiring annular seal space 202 is used to lock signal cable 103 and measurement by locking waterproof connector 201
The junction of probe 101 and the connector of protection signal cable 103 and connecting cable 204, main probe 203 are telescopic including two pairs
Spring roller (upper roller and bottom roller), each pair idler wheel is made of two metal wheels being fixed on same stent, according to every
The upper roller and the horizontal relative displacement amount Δ i of bottom roller obtained during secondary measurement, combined standard idler wheel spacing L=0.5m, by public affairs
Formula Δ i=Lsin ɑ can calculate the inclination angle ɑ of measuring probe, and foundation pit horizontal-shift is can be obtained by by the measurement of multiple points
The change curve of amount.Connecting cable 204 is fixed in the groove of 203 side walls of main probe, for connecting circuit module 206 and signal
Cable 103.Circuit board annular seal space 205 makes for protecting the connector of the circuit module 206 being fixed therein and connecting cable 204
Entire measuring probe 101 has very high water proofing property.Circuit module 206 includes control circuit, acceleration transducer, angle sensor
Device and STC15F2K60S2 microcontrollers, for detecting whether measuring probe 101 reaches bottom of foundation ditch, angle passes acceleration transducer
For sensor for measuring foundation pit at the inclination angle of each measuring node, STC15F2K60S2 microcontrollers pass through correlation formula and algorithm logarithm
According to being handled, the data handled well are then transferred to PLC505 using serial communication.
Further, measuring probe 101 transfers to bottom of foundation ditch, plastics by plastic conduit 102 of the pre-plugged in foundation pit
Pipeline 102 is made up of long 2m or 4m meters of conduit 301 casing connection.301 inner wall of conduit is circumferentially uniformly provided with 4 guiding
Slot 304 pops one's head in 101 two pairs of spring rollers for guiding measuring, it is made not relatively rotated when moving up and down, so as to protect
Demonstrate,prove the accuracy of measurement data.301 outer wall of conduit is equally laid with 4 boss 305, for coordinating with casing.
Further, plastic conduit 102 is setting a structure to be slightly different from remaining casing close to ground about 0.5m depths
Connecting sleeve 302.302 both ends inner wall of connecting sleeve is each to be uniformly provided with one section of 4 groove 306,4, both ends groove, 306 position phase
Corresponding, size is identical with the boss 305 of 301 outer wall of conduit, for the two sections of conduits 301 that are connected, has about among connecting sleeve 302
The smooth inner wall 303 of 0.1m long, the internal diameter of smooth inner wall is identical with the outer diameter of conduit 301, so as to which a pair of of bottom roller can be in the portion
Position circumferentially rotate, when measuring probe 101 one group to having surveyed data into guide groove 304 after, drawn high it is main probe 203 on
A pair of of spring roller in portion has just gone out plastic conduit 102, and a pair of of spring roller of lower part is located just at the connecting sleeve close to ground
At smooth inner wall 303 among 302, then measuring probe 101 is rotated by 90 ° to the measurement for carrying out another direction manually, so as to
Ensure the accuracy of measurement data.
Further, signal cable 103 is four core metal silk cables, wherein two are responsible for as supply lines to circuit module
206 power supplies, two information and data for being responsible for collecting circuit module 206 as signal wire are transferred in control tank module 106
The DTU module 506 in portion and then terminal device 108 is uploaded to by wireless communication.Signal cable 103 is due to 101 weight of measuring probe
The effect of power in tensioned state, so as to ensure that signal cable 103 is wound around on wire spool 401, and closely rides over always
On fixed pulley.
Further, signal cable 103 is equipped with the number mark that several are different from 103 coat color of signal cable in outer surface
Label, wherein, two adjacent digital tag distances close to measuring probe 101 are closer (being less than 0.5m), other two neighboring marks
The distance between label are 0.5m, and are equipped with optional network specific digit on corresponding digital label.
Further, automatic takeup module 105 include wire spool 401, speed reducer 402, servomotor 403, pedestal 404, tiltedly
Stent 405, color mark sensor 406, fixed pulley 407.Wire spool 401 is internally provided with 360 ° of rotary connectors, ensures wire spool 401
During retractable cable, relative rotation will not occur for 103 other end of signal cable, and connector is existing part.Wire spool 401 passes through company
The control of servomotor 403 for connecing speed reducer 402 rotates, and speed reducer 402 is fixed on pedestal 404, and both ends connect wire spool respectively
401 and servomotor 403,405 one end of tilted supporter be fixed on pedestal 404, the other end fixes color mark sensor by connector
406, connector is provided with a circular hole at 406 light sources of color mark sensor, fixed pulley 407 be fixed on connector circular hole just under
Side, makes the light that 406 light sources of color mark sensor are sent just be radiated at 103 highest point of signal cable through fixed pulley 407.
Further, tank module 106 is controlled to include control cabinet 501, air switch 502, Switching Power Supply 503, servo-driver
504th, PLC505, DTU module 506.501 shell of control cabinet is equipped with the normal work that several buttons 507 are used to control whole device,
501 bottom of control cabinet is provided with a circular hole 508 and is used for through automatic takeup module 105 and the connection cables for controlling tank module 106.It is empty
Air cock 502 is used to control the contactor of entire control tank module 106, and Switching Power Supply 503 is used to provide to whole device straight
Galvanic electricity source, servo-driver 504 are used to drive the movement of servomotor 403, and PLC505 is used to receive color mark sensor 406 and survey
Amount probe 101 signal and to servo-driver 504 send instruction, DTU module 506 by RS485 communication modules with
485 interfaces of PLC505 are connected, and using wireless communication by the data transfer that PLC505 is received to terminal device 108.
Further, automatic takeup module 105 and control tank module 106 are fixed together by vehicle frame 107 using angle steel, are realized
The portability of whole device.107 bottom of vehicle frame is set to be used for and three on cement base 104 positioning there are three positioning cylinder 601
Hole 701 coordinates, so that signal cable 103 is in the center of plastic conduit 102 when declining always.
Further, cement base 104 is arranged on beside foundation pit, and to be square or circular, surface area is slightly less than 107 bottom of vehicle frame
Face is steadily placed convenient for vehicle frame, and 104 middle part of cement base is set there are three location hole 701, and diameter is slightly larger than positioning cylinder 601.
Further, terminal device 108 can be mobile phone, iPad or PC.
A kind of measuring method of automatic inclinometer device is as follows：
Set-up procedure：First according to approximate depth, measurement point spacing, the 101 uplink and downlink speed of measuring probe of measurement foundation pit
Determine the relevant parameter (setting of relevant parameter is the conventional technical means of those skilled in the art) in PLC505 programs, then
Whole device is moved near foundation pit, vehicle frame 107 is fixed on three location holes 701 of cement base 104, then will measurement
Probe 101 is placed in plastic conduit 102 and connects 220V mobile powers, only establishes terminal device 108 and DTU moulds before measuring
The communication of block 506.
X is to measurement process：Measuring probe 101 is controlled with certain speed uniform descent by associated button 507 first, this
When color mark sensor 406 do not work, when measuring probe 101 reaches bottom of foundation ditch, due to soil and the resistance of water, acceleration passes
Sensor, which detects measuring probe 101 to have during velocity variations, to send signal, PLC505 control servomotors 403 to PLC505 immediately
It stops operating, then the reversion pull-up measuring probe 101 of servomotor 403 is controlled by button 507, and utilize color mark sensor 406
The label on signal cable 103 is detected, servomotor 403 can shut down when having detected label every time, treat survey this moment
Amount probe 101 has surveyed data and has passed through DTU module 506 and successfully uploaded to the data handled well after terminal device 108 again normally
Operating, does not during which exceed 1s, when color mark sensor 406 is detected on signal cable 103 near the label of measuring probe 101
When, the characteristic of 0.5m is smaller than according to this label and adjacent label, PLC505 is allowed to judge that this has been surveyed to data, and is controlled
Servomotor 403 processed stops operating.
Steering procedure：For X after having surveyed, measuring probe 101 is located at the top of foundation pit, then manually by measuring probe 101
It is pulled up to upper roller and has just gone out plastic conduit 102, when bottom roller is located at the smooth inner wall 303 among connecting sleeve 302, manual rotation
Measuring probe 101 makes two pairs of idler wheels be located in the guide groove 304 of Y-direction.
Y-direction measurement process：After the completion of steering, control servomotor 403 is again started up, and completes and X is basic to measurement process
Then the measurement that whole device carries out next foundation pit is moved in identical action.
Above-described embodiment is the preferable embodiment of the utility model, but the embodiment of the utility model and from above-mentioned
The limitation of embodiment, the change made under other any Spirit Essences and principle without departing from the utility model are modified, replaced
Generation, combination simplify, and should be equivalent substitute mode, are included within the scope of protection of the utility model.
Claims (9)
1. a kind of automatic inclinometer device, it is characterised in that：Including measuring probe, signal cable, automatic takeup module, control cabinet
Module, vehicle frame, terminal device；Signal cable is wrapped in automatic takeup module, signal cable both ends respectively with measuring probe and
Control tank module is connected；Automatic takeup module and control tank module are each attached on vehicle frame；Control tank module control automatic takeup
The movement of module simultaneously sends the data that measuring probe measures to terminal device in real time；Measuring probe includes wiring annular seal space, main spy
Head, connecting cable, circuit board annular seal space, circuit module, wiring annular seal space, main probe, circuit board annular seal space are from top to bottom successively
It sets, circuit module is located in circuit board annular seal space, and the upper end of connecting cable connects with signal cable in wiring annular seal space, connection
The stage casing of cable passes through main probe, and the lower end of connecting cable connects with circuit module；Measuring probe is by pre-plugged in foundation pit
Plastic conduit transfer to bottom of foundation ditch.
2. a kind of automatic inclinometer device described in accordance with the claim 1, it is characterised in that：Circuit module include control circuit,
Whether detection measuring probe reaches the acceleration transducer of bottom of foundation ditch, for measuring foundation pit at the inclination angle of each measuring node
Angular transducer, the STC15F2K60S2 microcontrollers handled measurement data.
3. a kind of automatic inclinometer device described in accordance with the claim 1, it is characterised in that：Plastic conduit include several conduits and
The casing that conduit is connected；Pipe inner wall is circumferentially uniformly provided with 4 guide grooves for guiding measuring probe upper and lower translation, conduit
Outer wall is circumferentially laid with 4 boss with casing cooperation, guide groove face boss.
4. a kind of automatic inclinometer device described in accordance with the claim 3, it is characterised in that：The top it is deep apart from ground 0.5m
The casing at place, which is arranged to stage casing, has the connecting sleeve of smooth inner wall structure；The upper end inner wall and lower end inner wall of connecting sleeve are all
To 4 grooves are uniformly provided with, the boss of groove and conduit outer wall coordinates；The internal diameter of the smooth inner wall of connecting sleeve and conduit it is outer
Footpath is identical.
5. a kind of automatic inclinometer device described in accordance with the claim 1, it is characterised in that：Signal cable is four core metal silks electricity
Cable, wherein two one metal wires, as supply lines, two are used as signal wire；Signal cable is different from letter in outer surface equipped with several
The digital label of number cable sheath color, in addition to the distance of two adjacent digital labels close to measuring probe is closer,
The distance between other two neighboring digital labels are all 0.5m.
6. a kind of automatic inclinometer device described in accordance with the claim 1, it is characterised in that：Automatic takeup module includes coiling
Disk, speed reducer, servomotor, pedestal, tilted supporter, color mark sensor, fixed pulley, connector, connector；Wire spool, speed reducer,
Servomotor, fixed pulley are relatively fixed with pedestal, and wire spool is internally provided with 360 ° of rotatable connections for preventing signal cable from reversing
Device, servomotor drive wire spool to rotate by speed reducer, and color mark sensor, connector, tilted supporter, pedestal connect successively, even
Fitting is equipped with circular hole, and the light source of color mark sensor, circular hole, fixed pulley face successively send so as to the light source of color mark sensor
Light be just radiated at the highest point through the signal cable of fixed pulley.
7. a kind of automatic inclinometer device described in accordance with the claim 1, it is characterised in that：Control tank module include control cabinet,
Air switch, Switching Power Supply, servo-driver, PLC, DTU module；It is automatic for controlling that the shell of control cabinet is equipped with several buttons
The normal work of inclinometer device, the bottom of control cabinet are provided with a circular hole, and the circular hole is for automatic takeup module and control cabinet mould
The connection cables of block pass through, and DTU module is connected by RS485 communication modules with 485 interfaces of PLC, using wireless communication by PLC
The data transfer received is to terminal device.
8. a kind of automatic inclinometer device described in accordance with the claim 1, it is characterised in that：Automatic takeup module and control cabinet mould
Block is fixed together by angle steel and is integrally attached on vehicle frame.
9. according to a kind of automatic inclinometer device described in claim 8, it is characterised in that：Further include the water being arranged on by foundation pit
Mud pedestal is set in the middle part of cement base there are three location hole, is coordinated with three positioning cylinders of bottom of frame, to being pushed by foundation pit
Vehicle frame positioning.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721375734.3U CN207407864U (en) | 2017-10-24 | 2017-10-24 | A kind of automatic inclinometer device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721375734.3U CN207407864U (en) | 2017-10-24 | 2017-10-24 | A kind of automatic inclinometer device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207407864U true CN207407864U (en) | 2018-05-25 |
Family
ID=62321179
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721375734.3U Withdrawn - After Issue CN207407864U (en) | 2017-10-24 | 2017-10-24 | A kind of automatic inclinometer device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207407864U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107796366A (en) * | 2017-10-24 | 2018-03-13 | 华南理工大学 | A kind of automatic deviational survey instrument apparatus and its measuring method |
| CN109798858A (en) * | 2019-03-07 | 2019-05-24 | 上海米度测控科技有限公司 | A kind of automatic traction measuring device and application method for geotechnical engineering |
| CN110044332A (en) * | 2019-05-05 | 2019-07-23 | 杨梅 | A kind of tilt measurement |
| CN111649721A (en) * | 2020-06-03 | 2020-09-11 | 辽宁鑫知界科技有限公司 | Be used for high-rise building foundation ditch engineering detection device |
| CN114252053A (en) * | 2021-12-30 | 2022-03-29 | 中国矿业大学 | Variable-length inclinometer probe |
-
2017
- 2017-10-24 CN CN201721375734.3U patent/CN207407864U/en not_active Withdrawn - After Issue
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107796366A (en) * | 2017-10-24 | 2018-03-13 | 华南理工大学 | A kind of automatic deviational survey instrument apparatus and its measuring method |
| CN107796366B (en) * | 2017-10-24 | 2023-12-22 | 华南理工大学 | Automatic inclinometer device and measuring method thereof |
| CN109798858A (en) * | 2019-03-07 | 2019-05-24 | 上海米度测控科技有限公司 | A kind of automatic traction measuring device and application method for geotechnical engineering |
| CN110044332A (en) * | 2019-05-05 | 2019-07-23 | 杨梅 | A kind of tilt measurement |
| CN111649721A (en) * | 2020-06-03 | 2020-09-11 | 辽宁鑫知界科技有限公司 | Be used for high-rise building foundation ditch engineering detection device |
| CN111649721B (en) * | 2020-06-03 | 2022-04-12 | 辽宁鑫知界科技有限公司 | Be used for high-rise building foundation ditch engineering detection device |
| CN114252053A (en) * | 2021-12-30 | 2022-03-29 | 中国矿业大学 | Variable-length inclinometer probe |
| CN114252053B (en) * | 2021-12-30 | 2024-04-05 | 中国矿业大学 | Length-variable inclinometer probe |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207407864U (en) | A kind of automatic inclinometer device | |
| CN107796366A (en) | A kind of automatic deviational survey instrument apparatus and its measuring method | |
| CN105937898A (en) | Fully-intelligent inclination measuring device and inclination measuring method | |
| US9989671B2 (en) | Tunnel construction large-scale integrated geophysical advanced detection model test device | |
| CN106123776B (en) | A kind of push pipe intelligence jacking measuring system and measurement method | |
| CN105887942B (en) | A kind of automated intelligent pit inclinometer method | |
| CN207501919U (en) | A kind of mobile inclination measurement device of automation | |
| CN205748352U (en) | A kind of full Intelligent testing ramp | |
| CN100462884C (en) | Crawling intelligent controller in submarine pipeline | |
| CN109000625A (en) | For circular open caisson sinking posture automatic measurement system and method | |
| CN202928548U (en) | Bottom protecting soft mattress underwater positioning detection system | |
| CN104677352B (en) | The method and apparatus of earth magnetism indoor positioning benchmark graph data collection | |
| CN110411407A (en) | Measuring device and differential settlement real-time detecting system | |
| CN205278702U (en) | Support is measured in accurate leveling of intelligence | |
| CN206223091U (en) | A kind of push pipe intelligence jacking measuring system | |
| CN209248023U (en) | A kind of static pile press automatic positioning stake position system | |
| CN103590826A (en) | Detection device for large underground horizontal dissolving cavity | |
| CN104563080A (en) | Optical inclination measuring device | |
| CN110006595A (en) | A kind of Retaining Structure of Extra-deep Excavation plane leakage detection method | |
| CN103541545B (en) | The method that large-scale arcuate structure model sheetinstallat controls and vertical centering device thereof | |
| CN216112480U (en) | High-precision pipeline pushing system | |
| CN213579343U (en) | Laser plumb line measuring device and laser plumb line measuring system | |
| CN110206539A (en) | A kind of extra-deep hole drilling intelligent water level monitoring device | |
| CN209941761U (en) | Deep horizontal displacement intelligent monitoring device of deep foundation pit diaphragm wall | |
| CN107655462A (en) | The surveying instrument used based on land survey |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20180525 Effective date of abandoning: 20231222 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20180525 Effective date of abandoning: 20231222 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |