CN108534836A - A kind of automatic detection device and method for cylindrical rock sample - Google Patents
A kind of automatic detection device and method for cylindrical rock sample Download PDFInfo
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- CN108534836A CN108534836A CN201810445930.6A CN201810445930A CN108534836A CN 108534836 A CN108534836 A CN 108534836A CN 201810445930 A CN201810445930 A CN 201810445930A CN 108534836 A CN108534836 A CN 108534836A
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- side plate
- push rod
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01D—MEASURING NOT SPECIALLY ADAPTED FOR A SPECIFIC VARIABLE; ARRANGEMENTS FOR MEASURING TWO OR MORE VARIABLES NOT COVERED IN A SINGLE OTHER SUBCLASS; TARIFF METERING APPARATUS; MEASURING OR TESTING NOT OTHERWISE PROVIDED FOR
- G01D21/00—Measuring or testing not otherwise provided for
- G01D21/02—Measuring two or more variables by means not covered by a single other subclass
Abstract
The invention discloses a kind of automatic detection devices for cylindrical rock sample, including pedestal, perpendicular side plate unit A, perpendicular side plate unit B, sample pedestal, sliding test platform unit and control processor, perpendicular side plate unit A, perpendicular side plate unit B and sample pedestal are mounted on pedestal, and perpendicular side plate unit A and perpendicular side plate unit B face are arranged in the both sides of sample pedestal;The sliding test platform level is set to the top of sample pedestal, and perpendicular side plate unit A is connected with perpendicular side plate unit B by sliding test platform;Control processor is connected with perpendicular side plate unit A, perpendicular side plate unit B, sliding test platform and sample pedestal respectively.The present invention also provides a kind of cylindrical rock sample automated detection methods.Beneficial effects of the present invention are:In conjunction with laser displacement measuring technology, electrical retractor system and computer technology, by a setting-out, while many kinds of parameters such as rock sample flatness, verticality, the depth of parallelism, specimen size, density, high degree of automation are measured.
Description
Technical field
The present invention relates to geotechnical engineering laboratory test technologies, and in particular to a kind of automation for cylindrical rock sample
Detection device and method.
Background technology
The preparation and selection work of rock sample are the important steps of rock sample indoor test.Rock sample end face flatness,
Verticality, the depth of parallelism and rock sample size etc. on test result influence it is great, such as occur because not being inconsistent standardization bias by
The problems such as pressure, stress concentration, can cause the failure entirely tested.For cylindrical rock sample, be mostly by protolith coring,
End face, which polishes, to be process.
According to《2001 hydraulic and hydroelectric engineering rock test regulations》Content, laboratory test require used by rock sample
Height is 48-54mm, and height of specimen and diameter ratio are preferably 2.0-2.5;Highly, diameter or length of side tolerance ± 0.3mm;
Test specimen end face irregularity degree tolerance ± 0.05mm;End face should be 0.25 ° perpendicular to end-section axis, tolerance.In rock
Sample is processed in preparation process, and due to machining accuracy, to prepare grinding tool irregular and artificial due to the improper initiation of detection method
Error causes part rock sample not to be inconsistent standardization, thus except prepare link carry out high standards in addition to, to rock sample into
The stringent screening operation of row is also very necessary.
Currently, the combination of the multiple types of tools such as generally use ruler, edge-shaped square, vernier caliper is detected, detected
Journey is cumbersome;Meanwhile the processes such as involved measuring for verticality (light gap method), accuracy of detection is poor, therefore, it is necessary to the prior art
It is improved.
Invention content
It is an object of the present invention in view of the deficiencies of the prior art, provide that a kind of accuracy of detection is high, easy to operate is used for
The automatic detection device and method of cylindrical rock sample.
The technical solution adopted by the present invention is:A kind of automatic detection device for cylindrical rock sample, it is main to wrap
Pedestal, perpendicular side plate unit A, perpendicular side plate unit B, sample pedestal, sliding test platform unit and control processor are included, it is described
Perpendicular side plate unit A, perpendicular side plate unit B and sample pedestal are mounted on pedestal, perpendicular side plate unit A and perpendicular side plate list
First B faces are arranged in the both sides of sample pedestal;The sliding test platform level is set to the top of sample pedestal, perpendicular side plate list
First A is connected with perpendicular side plate unit B by sliding test platform;The control processor respectively with perpendicular side plate unit A, vertical
Side plate unit B, sliding test platform and sample pedestal are connected.
By said program, the perpendicular side plate unit A includes iron plate body A, push rod A and push rod actuator A, iron plate body A's
Bottom is connected with pedestal, and groove is reserved at the top of iron plate body A;Mounting hole A, laser built in mounting hole A are equipped in the iron plate body A
Displacement sensor A, laser displacement sensor A are fixed on push rod A, and push rod A is connected with push rod actuator A;The push rod start
Device A is equipped with drawstring encoder A, laser displacement sensor A and drawstring encoder A is connected with control processor.
By said program, the perpendicular side plate unit B includes iron plate body B, push rod B and push rod actuator B, iron plate body B's
Bottom is connected with pedestal, and groove is reserved at the top of iron plate body B;Mounting hole B, laser built in mounting hole B are equipped in the iron plate body B
Displacement sensor B, laser displacement sensor B are fixed on push rod B, and push rod B is connected with push rod actuator B;The push rod start
Device B is equipped with drawstring encoder B, laser displacement sensor B and drawstring encoder B is connected with control processor.
By said program, the sliding test platform unit includes track, fixed bin, laser displacement sensor C, push rod dress
It sets and magnetic suction base;The track is made of two guide rails parallel with susceptor surface, in the magnetic suction base of guide rail both ends consolidation
It is placed in the top of perpendicular side plate unit A and perpendicular side plate unit B;The fixed bin is connected with pushing meanss, installation in fixed bin
Laser displacement sensor C, fixed bin inlay card is in orbit, and is slided along the length direction of track under the action of pushing meanss.
By said program, the push rod device include installation push rod actuator C and push rod C in orbit, push rod C with it is solid
Determine box to be connected;The drawstring encoder C is fixed on push rod actuator C, the laser displacement sensor C and drawstring encoder C
Respectively it is connected with control processor.
By said program, the sample pedestal includes turntable, and the center of turntable is equipped with the rotation being connected with control processor
Encoder, the turntable top are equipped with weighing instrument, and the plate face of weighing instrument is provided centrally with the examination separated by sample marking line
Sample area, rock sample are positioned in sample area.
By said program, the weighing instrument plate face on the outside of the sample marking line is equipped with the clamp system of two groups of faces, folder
Tight mechanism in rotary course for clamping rock sample.
By said program, the clamp system includes the clamp base being fixed on weighing instrument, the company across clamp base
Bar, the baffle for being fixed on link end, and the clamping screw at the top of clamp base;The clamping screw stretches into clamping base
The top of seat, fixation is held out against with connecting rod.
By said program, the turntable includes turntable outer ring, turntable inner ring, and set on turntable inner ring and turntable outer ring it
Between ball, turntable outer ring and turntable inner ring relatively rotate;The bottom of the turntable has a magnetic limiting plate, magnetic limiting plate with
Iron baffle absorption locking on pedestal;The iron baffle includes iron baffle one and iron baffle two, iron baffle one and iron baffle
Two are located at turntable bottom surface diameter of a circle institute on straight line.
The present invention also provides a kind of cylindrical rock sample automated detection methods, include the following steps:
Step 1: providing automatic detection device as described above;
Step 2: the sample marking line by sample pedestal positions rock sample, ensure the lower end of rock sample
The face center of circle is overlapped with the center of sample area;
Step 3: synchronous push two clamp systems to fix rock sample;
Step 4: spinning sample pedestal, makes the magnetic limiting plate on pedestal be fixed with the absorption of irony baffle one, records sample
Weighing instrument reading on pedestal;
Step 5: the rectangular magnetic suction base correspondence in track both ends is positioned over perpendicular side plate unit A and perpendicular side plate unit B
In the groove at top, and sliding platform unit is adsorbed by magnetic suction base and is fixed;
Step 6: by control processor synchronous averaging push rod A, push rod B and push rod C, and pass through laser displacement sensor A
The outer wall of rock sample is measured to the distance of perpendicular side plate unit A, rock sample is measured by laser displacement sensor B
Outer wall measures rock sample top end surface by laser displacement sensor C and sliding test is flat to the distance of perpendicular side plate unit B
The distance of platform unit;Control processor receives above three groups of range data and analyzing processing, obtains the diameter and phase of rock sample
To height parameter;
It is analyzed Step 7: being calculated by control processor, obtains the verticality parameter of rock sample;
Step 8: by the angle of sample pedestal rotation setting, step 5~step 7 is repeated;
Step 9: the 8th step is repeated, until magnetic limiting plate is fixed with the absorption of irony baffle two;
Step 10: control processor makes each push rod reset, each laser displacement sensor is closed;
Step 11: flatness, the depth of parallelism, verticality index that control processor passes through the above parameter detecting rock sample
And density parameter is obtained, while being fitted based on data are measured, establish the three-dimensional model of rock sample.
Beneficial effects of the present invention are:
1. the present invention combines laser displacement measuring technology, electrical retractor system and computer technology, by once putting
Sample, while many kinds of parameters such as rock sample flatness, verticality, the depth of parallelism, specimen size, density are measured, high degree of automation,
It is easy to operate, it is easy to use, influence of the human factor (such as light gap method) to testing result is further reduced, testing result is more
Add accurate;And the present invention is recorded characteristic point, is measured that parameter representativeness is stronger, and method is more closed using multi-angle, multi-measuring point method
Reason is improved and is simplified rock sample indoor test sample testing and chooses work;
2. the present invention uses laser displacement sensor (measurement accuracy is up to 0.01mm), drawstring encoder (measurement accuracy
The high certainty of measurement such as 0.05mm) meet the detection work of indoor cylindrical rock sample;
3. apparatus of the present invention and method combination laser displacement sensor, drawstring encoder and rotary encoder read parameter,
More accurate rock sample three-dimensional model is established by data fitting, the comparative analysis for later stage rock test provides preciousness
Three-dimensional digital model, while logarithm experiment have greater significance.
Description of the drawings
Fig. 1 is the structural schematic diagram of a specific embodiment of the invention.
Fig. 2 is that pedestal in the present embodiment, perpendicular side plate unit A, perpendicular side plate unit B, sample pedestal and sliding test are flat
The connection front view of platform unit.
Fig. 3 is the vertical view of Fig. 2.
Fig. 4 is the front view that test platform unit is slided in the present embodiment.
Fig. 5 is the vertical view that test platform unit is slided in the present embodiment.
Fig. 6 is the A-A sectional views in Fig. 5 in the present embodiment.
Fig. 7 is the turntable structure schematic diagram of sample pedestal in the present embodiment.
Fig. 8 is the connection diagram of weighing instrument and turntable in the present embodiment.
Fig. 9 is the structural schematic diagram of perpendicular side plate unit A in the present embodiment.
Figure 10 is the structural schematic diagram of perpendicular side plate unit B in the present embodiment.
In figure:1- pedestals;2- perpendicular side plate units A;201- laser displacement sensors A;202- push rods A;203- drawstrings are compiled
Code device A;204- push rod actuator A;205- connection pedestals;206- iron plate bodies A;3- sliding platform units;301- plugs;302- electricity
Source line C;303- signal transmssion lines C;304- push rod actuator C;305- push rods C;306- fixed bins;307- tracks;308- is magnetic
Suction base;309- laser displacement sensors C;310- drawstring encoders C;4- perpendicular side plate unit Bs;401- laser displacement sensors B;
402- push rods B;403- drawstring encoders B;404- push rod actuator B;405- iron plate bodies B;5- sample pedestals;501- fixes spiral shell
Hole;502- turntables outer ring;503- rotary encoders;504- turntable inner rings;505- balls;506- signal transmssion lines D;507- samples
Mark line;508- fixing bolts;509- clamping screws;510- connecting rods;511- clamping devices;512- weighing instruments;513- liquid crystals
Display screen;514- baffles;515- iron baffle two;516- iron baffle one;517- magnetism limiting plates;6- rock samples;7- control process
Device;701- handles maincenter platform;702- portable controllers;703- power cords;704- signal transmssion lines.
Specific implementation mode
For a better understanding of the present invention, the present invention is further described in the following with reference to the drawings and specific embodiments.
A kind of automatic detection device for cylindrical rock sample as shown in Figures 1 to 3 includes mainly pedestal 1, hangs down
Front plate unit A2, perpendicular side plate unit B 4, sample pedestal 5, sliding test platform unit 3 and control processor 7, it is described vertical
Side plate unit A2, perpendicular side plate unit B 4 and sample pedestal 5 are mounted on pedestal 1, perpendicular side plate unit A2 and perpendicular side plate
4 face of unit B is arranged in the both sides of sample pedestal 5;The 3 horizontal top for being set to sample pedestal 5 of the sliding test platform, vertically
Side plate unit A2 is connected with perpendicular side plate unit B 4 by sliding test platform 3;The control processor 7 is passed by signal respectively
Defeated line, power cord and perpendicular side plate unit A2, perpendicular side plate unit B 4, sliding test platform 3 carry out signal transmission and are supplied with power
It answers, signal transmission is carried out by signal transmssion line and sample pedestal 5.
In the present invention, the pedestal 1 is flat, hollow box structure, and each signal transmssion line and power cord are arranged in 1 inside of pedestal;
Pedestal 1 has certain wall thickness and greater stiffness, can prevent deformation from causing error;1 surfacing of pedestal is smooth, meets indoor accurate
Experiment demand.
In the present invention, the perpendicular side plate unit A2 includes flat smooth and the iron iron plate body A206 of rule, iron plate body
The bottom of A206 is connected with pedestal 1, and groove A (can be square groove) is reserved at the top of iron plate body A206;The iron plate body A206
Interior to be equipped with mounting hole A, mounting hole A is built-in with high-precision laser displacement sensor A201, and laser displacement sensor A201 is fixed
On push rod A202, push rod A202 is connected with push rod actuator A204, and laser displacement sensor A201 is in push rod A202 and push rod
It can be moved in the vertical direction under the action of actuator A204;The push rod actuator A204 is equipped with drawstring encoder A203,
Effect is to be accurately positioned, measure the displacement of laser displacement sensor A201;Laser displacement sensor A201 and drawstring encoder
A203 carries out signal transmission by signal transmssion line A and control processor 7.Perpendicular side plate unit B 4 and perpendicular side plate unit A2
Structure is identical comprising the bottom of flat smooth and the iron plate body B405 of rule, iron plate body B405 are connected with pedestal 1, iron plate body
Reserve groove B (can be square groove) in the top of B405;Mounting hole B is equipped in the iron plate body B405, mounting hole B is built-in with height
The laser displacement sensor B401 of precision, laser displacement sensor B401 are fixed on push rod B402, and push rod B402 makees with push rod
Dynamic device B404 is connected, and laser displacement sensor B401 can be vertically under the action of push rod B402 and push rod actuator B404
It is mobile;The push rod actuator B404 is equipped with drawstring encoder B403, and effect is to be accurately positioned and measure laser displacement biography
The displacement of sensor B401;Laser displacement sensor B401 and drawstring encoder B403 is by signal transmssion line B and control
It manages device 7 and carries out signal transmission.In the present embodiment, the height of the iron plate body A206 and iron plate body B405 is 150mm, the two it
Between between be divided into 200mm;Drawstring encoder A203 range 0-500mm, measurement accuracy 0.05mm.
In the present invention, the sliding test platform unit 3 includes track 307, fixed bin 306, high-precision laser displacement
Sensor C309, push rod device, drawstring encoder C310, rectangular magnetic suction base 308, signal transmssion line C303 and power cord
302;The track 307 is made of two guide rails parallel with 1 surface of pedestal, and the magnetic suction base 308 of guide rail both ends consolidation can be interior
It is placed in the groove at 4 top perpendicular side plate unit A2 and perpendicular side plate unit B and is adsorbed fixed (magneticaction) with it;It is described solid
Determine box 306 with pushing meanss to be connected, the high-precision laser displacement sensor C309 of installation, 306 inlay card of fixed bin in fixed bin 306
On track 307, and slided along the length direction of track 307 under the action of pushing meanss;The push rod device includes installation
Push rod actuator C304 and push rod C305 in orbit, push rod C305 are connected with fixed bin 306;The drawstring encoder C310
It is fixed on push rod actuator C304 by the seat of honour, fixed bin is fixed in bracing wire port one end;The signal transmssion line 303 and electricity
Source line 302 is drawn through push rod actuator C304, the pedestal 205 that the other end is connect by plug 301 and the tops iron plate body A206
Flexible connection;The laser displacement sensor C309 and drawstring encoder C310 pass through signal transmssion line C303 and control process
Device 7 carries out signal transmission.
In the present invention, the sample pedestal 5 includes the turntable of flat contact ball-type, and the center of turntable is equipped with to be passed by signal
The effect of the rotary encoder 503 that defeated line D506 is connected with control processor 7, rotary encoder 503 is accurate measurement sample base
5 rotation angles of seat;It (can be that the electronic type with liquid crystal display 513 claims that the turntable top, which is equipped with high-precision weighing instrument 512,
Weight instrument), the plate face of weighing instrument 512 is provided centrally with the sample area separated by sample marking line 507, and rock sample 6 is positioned over
In sample area, center and laser displacement sensor A201, laser displacement sensor B401, the laser displacement of rock sample 6 sense
Device C309 is coplanar;The weighing instrument 512 in 507 outside of sample marking line is equipped with the clamp system of two groups of faces, and clamp system is used for
Rock sample 6 is clamped in rotary course.Preferably, the clamp system includes the clamp base being fixed on weighing instrument 512
511, across the connecting rod 510 of clamp base 511, be fixed on the baffle 514 of 510 end of connecting rod, and pushed up set on clamp base 511
The clamping screw 509 in portion;The clamping screw 509 stretches into the top of clamp base 511, and fixation is held out against with connecting rod 510;The gear
Plate 514 is arc panel, is used for the clamping of rock sample 6.Preferably, the turntable includes turntable outer ring 502, turntable inner ring 504,
And the ball 505 between turntable inner ring 504 and turntable outer ring 502, turntable outer ring 502 and turntable inner ring 504 can be opposite
Rotation.Preferably, the bottom of the turntable has magnetic limiting plate 517, and magnetic limiting plate 517 is kept off with the iron on pedestal 1
Plate absorption locking;The iron baffle is two panels (including iron baffle 1 and iron baffle 2 515), and two panels iron baffle is located at turntable
Where one diameter of bottom surface circle on straight line, to ensure ranging from 0-180 ° of 5 angle rotatable of sample pedestal.In the present embodiment,
The turntable is connected by fixing bolt 508 with weighing instrument 512;The weighing instrument 512 is high-precision electronic type weighing instrument (electricity
Source is provided by internal battery), measurement accuracy reaches 0.01g;The sample marking line 507 on 512 surface of weighing instrument is
5 interval between diameters be 1mm concentric circles, the center of circle of each concentric circles and sliding test platform unit 3, perpendicular side plate unit A2,
The laser displacement sensor of perpendicular side plate unit B 4 it is coplanar (namely with laser displacement sensor A201, laser displacement sensor
B401, laser displacement sensor C309 are coplanar);The baffle 514 is made of friction material and rigidity is larger, is radius
The arc panel of 100mm.
In the present invention, the control processor 7 includes the processing maincenter platform 701 being connected and portable controller 702, place
Reason maincenter platform 701 is connected by signal transmssion line with each sensor;During the portable controller 702 can be also similar to
Pivot platform 701 operates the driving of each push rod actuator, increases simple operation.In the present embodiment, the control processor 7 can
Carry out the control of storage, the processing and detection process of data.
The present invention also provides a kind of cylindrical rock sample detection methods, specifically include following steps:
Step 1: providing automatic detection device as described above;
Step 2: by the sample marking line 507 of sample pedestal 5, i.e.,5 interval between diameters be 1mm
Concentric circles positions rock sample 6, ensures the lower face center of circle of rock sample 6 and the center of circle (namely the sample area of concentric circles
Center) overlap;
Step 3: the synchronous connecting rod 510 for pushing two clamp systems, makes the baffle 514 of 510 end of connecting rod clamp rock examination
After sample 6, connecting rod 510, fixed rock sample 6 are locked by locking bolt 509;
Step 4: spinning sample pedestal 5, makes the magnetic limiting plate 517 on pedestal 1 be fixed with the absorption of irony baffle 1,
Record the reading of the weighing instrument 512 on sample pedestal 5;
Step 5: the rectangular correspondence of magnetic suction base 308 in 307 both ends of track is positioned over perpendicular side plate unit A2 and vertical side
In groove at the top of plate unit B4, and sliding platform unit 3 is adsorbed by the effect of the magnetic absorption of magnetic suction base 308 and is fixed;
Plug 301 is inserted into connection pedestal 205, the power cord 302 and signal transmssion line 303 of sliding platform unit 3 are connected;
Step 6: by 7 synchronous averaging push rod A202 of control processor, push rod B402 and push rod C305, and pass through laser
Displacement sensor A201 measures the outer wall of rock sample 6 to the distance of perpendicular side plate unit A2, is sensed by laser displacement
Device B401 measures the outer wall of rock sample 6 to the distance of perpendicular side plate unit B 4, and rock is measured by laser displacement sensor C309
6 top end surface of stone sample is at a distance from sliding test platform unit 3, wherein the distance that laser displacement sensor A201 is measured is read
Number is a1、a2……an;The range reading that laser displacement sensor B401 is measured is b1、b2……bn;Laser displacement sensor
Multi-measuring point relative altitude value is h at the top of the rock sample that C309 is measured1、h2、h3……hm;Control processor 7 receives above three groups
Data and analyzing processing obtain the diameter parameters and relative altitude parameter of rock sample 6;The calculating process of control processor 7 is:
1) the distance between laser displacement sensor A201 and laser displacement sensor B401 are L1=200mm, at control
Manage calculation procedure D built in device 71=1/n { (L1-a1-b1)+(L1-a2-b2)+……+(L1-an-bn) wherein D1For rock sample 6
Average diameter;Dmax1=Max | L1-ai-bi|, (i=1,2......n), Dmax1For the maximum value of 6 diameter of rock sample;Dmin1
=Min | L1-ai-bi|, (i=1,2......n), Dmin1For the minimum value of 6 diameter of rock sample;Rock is obtained by calculation procedure
The average diameter D of stone sample 61And maximum deflection difference value (the D of 6 diameter of rock samplemax1-Dmin1), when the diameter of rock sample 6 is inclined
When difference is less than 0.3mm, indicate that the diameter of the rock sample 6 meets codes and standards;
2) laser displacement sensor C309 measures 512 panel of weighing instrument and sliding the distance between test platform unit 3 is
L2=150mm, calculation procedure built in control processor 7:H1=1/m { (L2-h1)+(L2-h2)++……+(L2-hm), wherein H1
For the average height of rock sample 6;Hmax1=Max | (hi-hj) |, (i, j=1,2.....m, i ≠ j) (m values can voluntarily be chosen,
Such as m=5, i.e. measuring point is the starting endpoint of corresponding diameter, 1/4 point, the center of circle, 3/4 point, termination end points), Hmax1It is tried for rock
The maximum deflection difference value of 6 height of sample;The average height H of rock sample 6 is obtained by calculation procedure1And the maximum of rock sample height
Deviation Hmax1, when the height tolerance of rock sample 6 is less than 0.3mm, indicate that the height of the rock sample 6 meets specification mark
It is accurate;
It is analyzed Step 7: being calculated by control processor 7, obtains the verticality parameter (face and wire clamp angle) of rock sample 6
α1And α2;Calculation procedure a built in control processor 71=arctan [| a1-an|/H1] a2=arctan [| b1-bn|/H1], wherein
H1For the average height of rock sample 6;Work as α1And α2At respectively less than 0.25 °, indicate that the verticality of rock sample 6 meets specification mark
It is accurate;
Step 8: by the angle of the rotation setting of sample pedestal 5, step 5~step 7 is repeated;Journey built in control processor 7
Sequence, identical such as 20 °, 30 ° or 60 ° of the rotation every time of angle that sample pedestal 5 rotates every time, can be to 180 ° after multiple rotary;
Step 9: repeating the 8th step, fixed up to magnetic limiting plate 517 is adsorbed with irony baffle 2 515, at this time sample base
5 180 ° of rotation of seat;
Step 10: control processor 7 makes each push rod reset, each laser displacement sensor is closed;
Step 11: control processor 7 is by summarizing relative altitude value h1~hz(z is last relative altitude test No.)
Etc. the above parameter detecting rock flatness and the depth of parallelism, a variety of ginsengs such as verticality, diameter, height, density of rock sample are obtained
Number, and being fitted based on measuring data establishes the more accurately three-dimensional model of rock sample 6.
Finally it should be noted that these are only the preferred embodiment of the present invention, it is not intended to restrict the invention, although
With reference to embodiment, invention is explained in detail, for those skilled in the art, still can be to aforementioned
Technical solution recorded in each embodiment is modified or equivalent replacement of some of the technical features, but it is all
Within the spirit and principles in the present invention, any modification, equivalent replacement, improvement and so on should be included in the protection of the present invention
Within the scope of.
Claims (10)
1. a kind of automatic detection device for cylindrical rock sample, which is characterized in that include mainly pedestal, perpendicular side plate
Unit A, perpendicular side plate unit B, sample pedestal, sliding test platform unit and control processor, the perpendicular side plate unit A,
Perpendicular side plate unit B and sample pedestal are mounted on pedestal, and perpendicular side plate unit A and perpendicular side plate unit B face are arranged in
The both sides of sample pedestal;The sliding test platform level is set to the top of sample pedestal, perpendicular side plate unit A and perpendicular side plate
Unit B is connected by sliding test platform;The control processor respectively with perpendicular side plate unit A, perpendicular side plate unit B, cunning
Dynamic test platform and sample pedestal are connected.
2. being used for the automatic detection device of cylindrical rock sample as described in claim 1, which is characterized in that described vertical
Side plate unit A includes iron plate body A, push rod A and push rod actuator A, and bottom and the pedestal of iron plate body A are connected, the top of iron plate body A
Reserved groove;Mounting hole A, laser displacement sensor A built in mounting hole A, laser displacement sensor A are equipped in the iron plate body A
It is fixed on push rod A, push rod A is connected with push rod actuator A;The push rod actuator A is equipped with drawstring encoder A, laser position
Displacement sensor A and drawstring encoder A are connected with control processor.
3. being used for the automatic detection device of cylindrical rock sample as described in claim 1, which is characterized in that described vertical
Side plate unit B includes iron plate body B, push rod B and push rod actuator B, and bottom and the pedestal of iron plate body B are connected, the top of iron plate body B
Reserved groove;Mounting hole B, laser displacement sensor B built in mounting hole B, laser displacement sensor B are equipped in the iron plate body B
It is fixed on push rod B, push rod B is connected with push rod actuator B;The push rod actuator B is equipped with drawstring encoder B, laser position
Displacement sensor B and drawstring encoder B are connected with control processor.
4. being used for the automatic detection device of cylindrical rock sample as described in claim 1, which is characterized in that the sliding
Test platform unit includes track, fixed bin, laser displacement sensor C, push rod device and magnetic suction base;The track is by two
The guide rail composition parallel with susceptor surface, the magnetic suction base of guide rail both ends consolidation are built in perpendicular side plate unit A and perpendicular side plate
The top of unit B;The fixed bin is connected with pushing meanss, and laser displacement sensor C is installed in fixed bin, and fixed bin inlay card exists
On track, and slided along the length direction of track under the action of pushing meanss.
5. being used for the automatic detection device of cylindrical rock sample as claimed in claim 4, which is characterized in that the push rod
Device includes installation push rod actuator C and push rod C in orbit, and push rod C is connected with fixed bin;The drawstring encoder C is solid
Due on push rod actuator C, the laser displacement sensor C and drawstring encoder C are respectively connected with control processor.
6. being used for the automatic detection device of cylindrical rock sample as described in claim 1, which is characterized in that the sample
Pedestal includes turntable, and the center of turntable is equipped with the rotary encoder being connected with control processor, and the turntable top is equipped with title
Weight instrument, the plate face of weighing instrument are provided centrally with the sample area separated by sample marking line, and rock sample is positioned in sample area.
7. being used for the automatic detection device of cylindrical rock sample as claimed in claim 6, which is characterized in that the sample
Weighing instrument plate face on the outside of mark line is equipped with the clamp system of two groups of faces, and clamp system in rotary course for clamping rock
Stone sample.
8. being used for the automatic detection device of cylindrical rock sample as claimed in claim 7, which is characterized in that the clamping
Mechanism include the clamp base being fixed on weighing instrument, across clamp base connecting rod, be fixed on the baffle of link end, and
Clamping screw at the top of clamp base;The clamping screw stretches into the top of clamp base, and fixation is held out against with connecting rod.
9. being used for the automatic detection device of cylindrical rock sample as claimed in claim 6, which is characterized in that the turntable
Ball including turntable outer ring, turntable inner ring, and between turntable inner ring and turntable outer ring, turntable outer ring and turntable inner ring
It relatively rotates;The bottom of the turntable has magnetic limiting plate, and magnetic limiting plate is locked with the iron baffle absorption on pedestal;
The iron baffle includes iron baffle one and iron baffle two, and iron baffle one and iron baffle two are located at where the diameter of a circle of turntable bottom surface directly
On line.
10. a kind of cylindrical rock sample automated detection method, which is characterized in that include the following steps:
Step 1: providing automatic detection device described in claim 1;
Step 2: the sample marking line by sample pedestal positions rock sample, ensure the lower face circle of rock sample
The heart is overlapped with the center of sample area;
Step 3: synchronous push two clamp systems to fix rock sample;
Step 4: spinning sample pedestal, makes the magnetic limiting plate on pedestal be fixed with the absorption of irony baffle one, records sample pedestal
On weighing instrument reading;
Step 5: the rectangular magnetic suction base correspondence in track both ends is positioned at the top of perpendicular side plate unit A and perpendicular side plate unit B
Groove in, and by magnetic suction base by sliding platform unit adsorb fix;
Step 6: by control processor synchronous averaging push rod A, push rod B and push rod C, and measured by laser displacement sensor A
The outer wall of rock sample is measured to the distance of perpendicular side plate unit A, the outer wall of rock sample is measured by laser displacement sensor B
To the distance of perpendicular side plate unit B, rock sample top end surface and sliding test platform list are measured by laser displacement sensor C
The distance of member;Control processor receives above three groups of range data and analyzing processings, obtains the diameter of rock sample and relatively high
Spend parameter;
It is analyzed Step 7: being calculated by control processor, obtains the verticality parameter of rock sample;
Step 8: by the angle of sample pedestal rotation setting, step 5~step 7 is repeated;
Step 9: the 8th step is repeated, until magnetic limiting plate is fixed with the absorption of irony baffle two;
Step 10: control processor makes each push rod reset, each laser displacement sensor is closed;
Step 11: control processor is by the flatness of the above parameter detecting rock sample, the depth of parallelism, verticality index and obtains
It is fitted to density parameter, while based on data are measured, establishes the three-dimensional model of rock sample.
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