CN207570530U - A kind of electromagnetic type solum settlement measuring device - Google Patents

A kind of electromagnetic type solum settlement measuring device Download PDF

Info

Publication number
CN207570530U
CN207570530U CN201721537980.4U CN201721537980U CN207570530U CN 207570530 U CN207570530 U CN 207570530U CN 201721537980 U CN201721537980 U CN 201721537980U CN 207570530 U CN207570530 U CN 207570530U
Authority
CN
China
Prior art keywords
slip joint
signal cable
microprocessor
measuring device
electromagnetic type
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
CN201721537980.4U
Other languages
Chinese (zh)
Inventor
周中
邢凯
张健
刘五
刘五一
高文渊
刘撞撞
张称呈
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.)
Central South University
Sinohydro Bureau 8 Co Ltd
Original Assignee
Central South University
Sinohydro Bureau 8 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 Central South University, Sinohydro Bureau 8 Co Ltd filed Critical Central South University
Priority to CN201721537980.4U priority Critical patent/CN207570530U/en
Application granted granted Critical
Publication of CN207570530U publication Critical patent/CN207570530U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Measurement Of Length, Angles, Or The Like Using Electric Or Magnetic Means (AREA)

Abstract

The utility model discloses a kind of electromagnetic type solum settlement measuring devices, including stent, microprocessor, signal cable, sedimentation probe, resistor disc is fixed in signal cable, slip joint is fixed on stent, signal cable is pierced by out of slip joint and is connected with sedimentation probe, slip joint and resistor disc sliding contact, microprocessor is electrically connected to form closed circuit by the tail end and slip joint of conducting wire and signal cable respectively, electromagnetic switch is equipped on closed circuit, when signal cable slides in slip joint, slip joint contacts always with resistor disc, the feedback signal control electromagnetic switch that microprocessor can receive to settle probe detection to magnet ring disconnects, microprocessor calculates automatically according to the variation of resistance value in closed circuit simultaneously, it preserves and shows the corresponding descending depth of sedimentation probe.The utility model is based on slide rheostat principle, and microprocessor automatically saves the sinking data of display sedimentation probe, avoids the subjectivity error of artificial reading.

Description

A kind of electromagnetic type solum settlement measuring device
Technical field
The utility model belongs to technology of instrument and meter field more particularly to a kind of electromagnetic type solum settlement measuring device.
Background technology
In engineering safety detection field, the observation of the settling amount of building is measured, traditional method is using electromagnetism Formula sedimentometer is by manually being operated.Settlement gauge is the principle based on electromagnetic induction, in the different elevation locations of building Settlement monitoring point is placed, i.e., magnet ring is sleeved on sedimentation pipe, and when settling probe detection to settlement point position, buzzer sends out sound Sound, far from settlement point when, sound disappear.During buzzer sounding, operating personnel are first sound using by way of subjective determination Determine position, the method estimated later by eyes reads the corresponding position of settlement point in measurement ruler and records data.It was operated Cheng Wei:First by probe placement to nozzle, the depth of sedimentation pipe is differed from tens of rice to hundreds of meters.Then it is pulled by operating personnel Measurement ruler dragging probe slowly falls, and when encountering magnet ring during probe falls, buzzer can make a sound, at this time operator Member's eyes are observed and record the scale in measurement ruler.One engineering usually has multiple settlement observation holes, such repeated several times, directly To the entire measurement process of completion.Traditional settlement gauge test method, the subjectivity error that human factor is brought is larger, main to collect In in following problem:1:It is inaccurate there are reading using artificial reading during reading;2:When probe detection is to magnet ring position, It moves up and down due to manually pulling measurement ruler and by acoustic fix ranging is listened to put, can not precisely determine magnet ring position, it is easy to occur Error within 10mm;3:Measurement ruler is used from aperture fixed position reading, but aperture will appear inclination and sedimentation in Practical Project Protuberance deformation, from the position measurement, there are errors.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of electromagnetic type solum settlement surveys of high certainty of measurement Measure device.
In order to solve the above technical problems, electromagnetic type solum settlement measuring device provided by the utility model, including stent, Microprocessor, signal cable, sedimentation are popped one's head in, and are fixed with resistor disc on the signal cable, cunning is fixed on the stent Dynamic connector, the signal cable are pierced by out of described slip joint and are connected with sedimentation probe, the slip joint and the electricity Piece sliding contact is hindered, the microprocessor is electrically connected to form closure by the tail end and slip joint of conducting wire and signal cable respectively Circuit is equipped with electromagnetic switch on the closed circuit, and when signal cable slides in the slip joint, the slip connects Head is in close contact always with the resistor disc, and the microprocessor can receive to settle feedback signal control of the probe detection to magnet ring Electromagnetic switch processed disconnects, and at the same time microprocessor is calculated, preserves and shown according to the variation of resistance value in closed circuit automatically The corresponding descending depth of sedimentation probe.
Further, the stent for adjustable support and which is provided with scalable Sopwith staff and level(l)ing bubble.
Further, the stent be adjustable for height A-frame, the A-frame top be horizontal checkout platform, institute Scalable Sopwith staff, level(l)ing bubble and slip joint is stated to be mounted on the horizontal checkout platform.
Further, the signal cable is wrapped on wire spool.
Further, power supply and total control switch are come in the microprocessor.
Compared with prior art, for traditional measurement there are the problem of, the utility model correspondence propose a solution:It is based on Slide rheostat principle is converted into the variation of resistance in closed circuit by that will settle probe fall depth, when sedimentation probe is visited When measuring magnet ring, sedimentation probe detection to magnet ring position sends out feedback signal, and microprocessor controls the disconnection of electromagnetic switch, micro- Processor reading preserves cable depth when circuit disconnects, i.e., when probe detection is to magnet ring, function is preserved using microprocessor.It is sliding Artificial reading can be improved to processor and data are read from circuit variation by dynamic rheostat principle, solved artificial naked eyes reading and asked Topic;The setting of magnetic switch so that settle probe detection disconnects switch to feedback signal is sent out during magnet ring position at once, micro- at this time Data when processor records this solve the problems, such as that artificially there are errors with sound estimation magnet ring position is listened;Horizon adjustable stent Setting settlement measurement datum mark can be made to be determined in the form of absolute elevation, solve traditional approach using aperture as datum mark without Method considers the problems of that orifice position moves.
Description of the drawings
Fig. 1 detects status diagram for the utility model;
Fig. 2 is signal cable schematic diagram.
Specific embodiment
The utility model is further described below in conjunction with the drawings and specific embodiments.
Referring to Fig. 1 and Fig. 2, a kind of electromagnetic type solum settlement measuring device, including stent 2, microprocessor 6, signal cable 4th, probe 11 is settled, resistor disc 13 is fixed on signal cable 4 and is wound on wire spool 5, the both ends of resistor disc 13 and letter The both ends of number cable 4 are concordant, and stent 2 is adjustable for height A-frame, and A-frame top is horizontal checkout platform, is surveyed in level Scalable Sopwith staff 3, level(l)ing bubble 1 and slip joint 10 be installed in test stand, signal cable 4 be pierced by out of slip joint 10 and with 11 connection of sedimentation probe, slip joint 10 and 13 sliding contact of resistor disc, microprocessor 6 pass through conducting wire and signal cable 4 respectively Tail end and slip joint 10 be electrically connected to form closed circuit, electromagnetic switch 7 is equipped on closed circuit 10, in microprocessor 6 Come with power supply 8 and total control switch 9, when signal cable 4 is slided in the slip joint 10, slip joint 10 always with resistance Piece 13 is in close contact, and sedimentation probe 11 is made of stainless steel, and inside is equipped with magnetic sensors, and microprocessor 6 can receive to sink The feedback signal control electromagnetic switch 7 that drop probe 11 detects magnet ring disconnects, and at the same time microprocessor 6 is according in closed circuit The variation of resistance value is calculated, is preserved and shows sedimentation 11 corresponding descending depths of probe automatically.
The measurement process of the present embodiment electromagnetic type solum settlement measuring device is:A-frame is mounted on to the pipe of inclinometer pipe At mouthful, using level(l)ing bubble by stent leveling, opening total control switch 9 controls the signal cable 4 with resistor disc along survey manually Vertical drop in inclined tube, when sedimentation probe 11, which senses that deviational survey tube wall is pre-packed, settles magnet ring 12, microprocessor 6 receives The feedback signal control electromagnetic switch 7 of sedimentation probe 11 disconnects, and the resistance value in closed circuit is calculated, protected automatically simultaneously It deposits and shows sedimentation 11 corresponding descending depths of probe, after reading, open magnetic switch 7, whereabouts signal cable 4 carries out Next operation.

Claims (5)

1. a kind of electromagnetic type solum settlement measuring device, it is characterised in that:It is visited including stent, microprocessor, signal cable, sedimentation Head is fixed with resistor disc on the signal cable, is fixed with slip joint on the stent, and the signal cable is from described It is pierced by and is connected with sedimentation probe, the slip joint and the resistor disc sliding contact, the microprocessor in slip joint Closed circuit is electrically connected to form by the tail end and slip joint of conducting wire and signal cable respectively, is equipped on the closed circuit Electromagnetic switch, when signal cable slides in the slip joint, the slip joint closely connects always with the resistor disc It touches.
2. electromagnetic type solum settlement measuring device according to claim 1, it is characterised in that:The stent is adjustable branch Frame and it which is provided with scalable Sopwith staff and level(l)ing bubble.
3. electromagnetic type solum settlement measuring device according to claim 2, it is characterised in that:The stent is adjustable for height A-frame, the A-frame top be horizontal checkout platform, the scalable Sopwith staff, level(l)ing bubble and slip joint are pacified Loaded on the horizontal checkout platform.
4. electromagnetic type solum settlement measuring device according to claim 1 or 2, it is characterised in that:The signal cable twines It is wound on wire spool.
5. electromagnetic type solum settlement measuring device according to claim 1 or 2, it is characterised in that:In the microprocessor Come with power supply and total control switch.
CN201721537980.4U 2017-11-17 2017-11-17 A kind of electromagnetic type solum settlement measuring device Active CN207570530U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721537980.4U CN207570530U (en) 2017-11-17 2017-11-17 A kind of electromagnetic type solum settlement measuring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721537980.4U CN207570530U (en) 2017-11-17 2017-11-17 A kind of electromagnetic type solum settlement measuring device

Publications (1)

Publication Number Publication Date
CN207570530U true CN207570530U (en) 2018-07-03

Family

ID=62690575

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721537980.4U Active CN207570530U (en) 2017-11-17 2017-11-17 A kind of electromagnetic type solum settlement measuring device

Country Status (1)

Country Link
CN (1) CN207570530U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107741216A (en) * 2017-11-17 2018-02-27 中南大学 A kind of electromagnetic type solum settlement measurement apparatus
CN110106851A (en) * 2019-05-13 2019-08-09 燕山大学 A kind of delaminating deposition measuring device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107741216A (en) * 2017-11-17 2018-02-27 中南大学 A kind of electromagnetic type solum settlement measurement apparatus
CN110106851A (en) * 2019-05-13 2019-08-09 燕山大学 A kind of delaminating deposition measuring device

Similar Documents

Publication Publication Date Title
CN107894381B (en) South is for river Sand measuring device and method
CN207570530U (en) A kind of electromagnetic type solum settlement measuring device
CN107741216A (en) A kind of electromagnetic type solum settlement measurement apparatus
CN106197607B (en) A kind of device and method of precise measurement level of ground water
CN210238470U (en) Sliding type inclination measuring device with settlement observation function
CN210487017U (en) Circulating tank mud liquid level monitoring device
CN110616750A (en) Intelligent discrimination system and method for pile foundation hole forming quality
CN209979024U (en) Oil tank liquid level monitoring system
CN211205265U (en) Constant temperature static force leveling system
CN205333456U (en) Device of spot test coal ash content
CN105160075B (en) A kind of application of farmland irrigated area open channel measuring automatically flow mathematical model
CN208269816U (en) A kind of degree of plainness for wall surface detection device for Real Estate Appraisal
CN111678579A (en) Device for automatically measuring ice coating weight of analog lead
CN107084909A (en) A kind of convenient method and system for determining rock forming mineral density
CN207881604U (en) A kind of river bottom mud measurer for thickness
CN207231472U (en) Fixed capacitive grating encoder inclination measurement device, inclinometer, deviation survey equipment and inclination measurement system
CN210090284U (en) Falling ball type soil body moisture content rapid determination device based on fiber grating
CN210180503U (en) Water level measuring instrument
CN103267509B (en) Hanging box digital flow direction deflection angle indicator
CN105910577B (en) A kind of tunnel arch top settlement plumb bob observation device and application method
CN205909901U (en) Liquid level gauge chi
CN110849443A (en) Hydrology and water conservancy laser liquid level meter
CN210887351U (en) Intelligent discrimination system for pile foundation pore-forming quality
CN216246641U (en) Geological exploration underground water level observer
CN2921834Y (en) Intelligent large tank oil-water testing device

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant