CN107132334A - Rock physical and mechanic parameter intelligent integral test system and its method of testing - Google Patents
Rock physical and mechanic parameter intelligent integral test system and its method of testing Download PDFInfo
- Publication number
- CN107132334A CN107132334A CN201710295970.2A CN201710295970A CN107132334A CN 107132334 A CN107132334 A CN 107132334A CN 201710295970 A CN201710295970 A CN 201710295970A CN 107132334 A CN107132334 A CN 107132334A
- Authority
- CN
- China
- Prior art keywords
- intelligent
- test
- sample
- data
- control centre
- 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.)
- Granted
Links
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
- G01N33/24—Earth materials
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N1/00—Sampling; Preparing specimens for investigation
- G01N1/28—Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q
- G01N1/286—Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q involving mechanical work, e.g. chopping, disintegrating, compacting, homogenising
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N15/00—Investigating characteristics of particles; Investigating permeability, pore-volume, or surface-area of porous materials
- G01N15/08—Investigating permeability, pore-volume, or surface area of porous materials
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N15/00—Investigating characteristics of particles; Investigating permeability, pore-volume, or surface-area of porous materials
- G01N15/08—Investigating permeability, pore-volume, or surface area of porous materials
- G01N15/088—Investigating volume, surface area, size or distribution of pores; Porosimetry
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/08—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/24—Investigating strength properties of solid materials by application of mechanical stress by applying steady shearing forces
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N9/00—Investigating density or specific gravity of materials; Analysing materials by determining density or specific gravity
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/0014—Type of force applied
- G01N2203/0016—Tensile or compressive
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/0058—Kind of property studied
- G01N2203/006—Crack, flaws, fracture or rupture
- G01N2203/0067—Fracture or rupture
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/02—Details not specific for a particular testing method
- G01N2203/025—Geometry of the test
- G01N2203/0252—Monoaxial, i.e. the forces being applied along a single axis of the specimen
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/02—Details not specific for a particular testing method
- G01N2203/025—Geometry of the test
- G01N2203/0256—Triaxial, i.e. the forces being applied along three normal axes of the specimen
Abstract
The present invention relates to a kind of rock physical and mechanic parameter intelligent integral test system, including：Man-machine interactive system, is connected with control centre, for input test command information and be transmitted to control centre；Control centre, is connected with man-machine interactive system and intelligent test system, and intelligent test system is sent to for receiving the test command information that man-machine interactive system transmission comes, and by test command information；Intelligent test system, is connected with control centre, for receiving the test tested instruction and carry out rock sample that control centre sends.The present invention provides a kind of intelligent, test system, the to greatest extent various instruments of optimization design of integration cooperative working process, realizes real intellectualized operation, overall-in-one control schema.
Description
Technical field
The present invention relates to rock physical and mechanic parameter technical field of measurement and test, specifically, it is related to a kind of rock physicses mechanics
Parameter intelligent integrated measurement system and its method of testing.
Background technology
In Geological Engineering, Geotechnical Engineering, Hydraulic and Hydro-Power Engineering, Tunnel Engineering, natural petroleum gas field engineering isolith lapicide
In the scientific research of journey, design, work progress, it is required for using rock physical and mechanic parameter.Conventional rock physical and mechanic parameter master
Including：Density, fluid (water, oil, gas) saturation degree, porosity, permeability, acoustic velocity, uniaxial compressive strength, uniaxial tension
Intensity, modulus of elasticity, Poisson's ratio, shearing strength, cohesive force (C values), internal friction angle (Value), triaxial shear strength, rock break
Split toughness etc..Some other relevant parameter can be converted by empirical equation.
Specimen types, experimental condition, method of testing, tester that above-mentioned parameter is related to etc. are different.At present, state
The professional subdivision degree of inside and outside laboratory is high, and due to the limitation such as instrument, personnel depaly, site condition, some specialized laboratory has
When be only capable of test a kind of or a limited number of kind of rock physical and mechanic parameter.The test base of above-mentioned common rock physical and mechanic parameter
All it is that, in different laboratory dispersions, independent progress, even commensurate, the laboratory of different cities are not surveyed sometimes in sheet
Examination.
Because the traffic-operating period of not commensurate, different experiments room has differences, such as：Queuing sample number, instrument operation shape
State quality, tester's working condition quality etc., all can largely influence rock mechanics parameters testing efficiency, sometimes
Finish the test of one or more of parameters, it may be necessary to wait a kind of or several under for a long time (one week even more than January) aptitude test
Parameter is planted, this prolonged interval not only influences scientific research efficiency and project progress.Along with being removed back and forth between different experiments room
Transport sample, disturbance can be inevitably caused to sample, is also unfavorable for the preservation of the live conditions of sample, test agent utilize when
Effect property and the accuracy of test parameter can all have a greatly reduced quality, it is impossible to reflect real mechanical properties of rock and behavioural characteristic, and then
Mislead scientific knowledge and engineering design.In addition, the skills involved in the labour of different testers, working specification degree, attitude are tight
The human factors such as whether careful, emotional state, can all influence the reliability of measuring accuracy and result, and current scientific research and engineering design
Scheme requires more and more higher to parametric reliability, therefore, needs interference of the reduction human factor to measuring accuracy as far as possible badly.
The content of the invention
It is an object of the invention to provide a kind of rock physical and mechanic parameter intelligent integral test platform and method, it is based on
Artificial intelligence technology and advanced measurement, control system, a variety of instruments, equipment optimization are integrated, the one of pipeline system is formed
Change Synergism Testing platform, both improved rock physical and mechanic parameter testing efficiency, human resources are saved again, reduction human factor is to surveying
Try the interference of precision.
The technical scheme that the present invention solves above-mentioned technical problem is as follows：
The present invention provides a kind of rock physical and mechanic parameter intelligent integral test system, including：
Man-machine interactive system, is connected with control centre, for input test command information and be transmitted to control
Center；
Control centre, is connected with man-machine interactive system and intelligent test system, for receiving man-machine interactive system transmission
The test command information come, and test command information is sent to intelligent test system；
Intelligent test system, is connected with control centre, instructs for receiving the test that control centre sends and carries out rock
The test of stone sample.
The beneficial effects of the present invention are：A kind of intelligent, integration examining system is provided, optimization design is each to greatest extent
The cooperative working process of instrument is planted, real intellectualized operation, overall-in-one control schema is realized.
Further, the intelligent test system includes：Intelligent specimen preparation system, intelligent sample-conveying system, intelligence examination
Sample installation system, intelligent sample loading system, intelligence test and data collecting system, intelligent data transmission system and intelligent number
According to processing and visualization system；
The intelligent specimen preparation system is connected with control centre and intelligent sample-conveying system, for receiving and performing
The instruction that control centre sends, sillar sample to be tested is prepared into by sillar；
The intelligent sample-conveying system is connected with control centre, intelligent specimen preparation system and intelligent sample installation system
Connect, for receiving the instruction sent with mission control center, and the sillar prepared in intelligent specimen preparation system is to be tested
Sample is delivered to intelligent sample installation system；
The intelligent sample installation system and control centre, intelligent sample-conveying system and intelligence test and data acquisition system
System is connected, for the instruction received and mission control center sends, and the sillar that the conveying of intelligent sample-conveying system comes is treated
Test specimens are attached to intelligence test and data collecting system；
The intelligence test and data collecting system, with control centre, intelligent sample installation system and intelligent data transmission
System is connected, and for the instruction received and mission control center sends, sillar sample to be tested is tested and number will be tested
According to being sent to intelligent data transmission system；
The intelligent data transmission system and control centre, intelligence test and data collecting system and data intelligence processing and
Visualization system is connected, for the instruction received and mission control center sends, receives intelligence test and data collecting system
The next test data of transmission is simultaneously transmitted to data intelligence processing and visualization system；
The data intelligence processing and visualization system are connected with control centre and intelligent data transmission system, for connecing
Receive and the instruction that sends of mission control center, receive data that the transmission of intelligent data transmission system comes and carry out data storage and
Processing.
That is, the present invention is based on prior art and equipment and existing intelligent-induction equipment is installed thereon, lead to
Cross optimization hardware device configuration mode and connected mode, by existing intelligent signal transmission technology realize with control centre and
The interactive communication of man-machine interactive system.In addition, for control centre and man-machine mutual system, on the basis of integrated prior art
On, according to rock sample type and its physical and mechanical parameter method of testing the characteristics of, set up rock physical and mechanic parameter test side
The expertise database of case, pointedly the intelligentized control program of optimization design, lifts computer learning ability and man-machine
Exchange efficiency, and then realize intelligent, integrative coordinated control so that every test system be not mutually exclusive Effec-tive Function, carry
High testing efficiency.
Further, the test instruction inputted in man-machine interactive system includes：Density, fluid saturation (fluid include water,
Oil, gas), porosity, permeability, acoustic velocity (compressional wave and shear wave), uniaxial compressive strength, uniaxial tension test, modulus of elasticity,
Poisson's ratio, shearing strength, cohesive force, internal friction angle, triaxial shear strength, rock fracture toughness etc..
Further, the tester in the intelligence test data collecting system includes but is not limited to uniaxial compression test
Machine, uniaxial tensile test machine, etc. confined pressure new triaxial test equipment, pressure-shear test machine, true triaxial compression test, true triaxial pressure break
At least one of testing machine.
Further, in addition to intelligent visualizations system, the intelligent visualizations system prepares with control centre, intelligent sample and is
System, intelligent sample-conveying system are connected with intelligent data transmission system；The intelligent visualizations system is received and performed in control
The instruction that the heart is sent, for carrying out acoustic velocity test, density measurement, CT scan and three-dimensionalreconstruction to rock sample to be tested, and
The data information transfer that above-mentioned test is obtained is to intelligent data transmission system.
The invention further relates to a kind of rock physical and mechanic parameter intelligent integral method of testing, comprise the following steps：
S1) the input test command information in man-machine interactive system, and be sent to control centre；
S2) control centre receives in man-machine interactive system and input test command information and is transferred to intelligent test system；
S3) intelligent test system receives test command information that control centre sends and carries out rock physical and mechanic parameter survey
Examination.
Further, the step S3 comprises the following steps：
S3-1) intelligent specimen preparation system receive command information that control centre sends and carry out core sample or cube
The preparation of body sample, step S3-2 is met when preparing sample for core sample, and step S3-2 is met when preparing sample for cuboid sample；
S3-2 core sample) is transported to wave velocity testing platform and density measurement platform successively by intelligent sample-conveying system
On, under the auxiliary of intelligent sample installation system, the vertical transverse wave speed and density of test sample；Intelligent sample-conveying system is transported again
Progress core internal structure sketch on CT scan platform is sent to, measured value, image and sound are gathered by intelligent data acqusition system
The data such as sound, and data intelligence processing and visualization system are sent to by intelligent data transmission system in real time；
S3-3) the cuboid sample that will be prepared in core sample or step S3-1 that CT scan is completed in step S3-2,
The test inputted in control centre according to man-machine interactive system instructs intelligent Matching tester, by intelligent sample-conveying system
Independently it is transported to the tester of intelligence test and data collecting system；
S3-4) core sample or cuboid sample are arranged on intelligence test and data acquisition by intelligent sample installation system
On the tester of system；
S3-5) tester of intelligence test and data collecting system is tested core sample or cuboid sample
And test, and the data that test is obtained are transferred to data intelligence processing and visualization system by intelligent data transmission system.
Further, the step S3-3) in also include by intelligent sample-conveying system first by core sample or cube
Body sample is transported to observation probe or the installation of annex is popped one's head in or measured to annex mounting platform, then by core sample or stands
Cube sample is transported to the tester of intelligence test and data collecting system.
Further, for core sample, the tester be uniaxial compression test machine, uniaxial tensile test machine, etc. enclose
Press at least one of new triaxial test equipment；For cuboid sample, the tester is pressure-shear test machine, true triaxial pressure
At least one of contracting testing machine or true triaxial crushing test machine.
The beneficial effects of the present invention are：
(1) the multiple rock physical and mechanic parameter testers integrated based on artificial intelligence technology, both can be only
It is vertical to complete special parameter testing task, also many kinds of parameters can be tested by intelligent collaborative work mode simultaneously.
(2) utilization rate and degree of share of dependence test instrument are greatly improved, intelligent, standardized test flow is realized,
Improve the efficiency, accuracy, ageing of rock physical and mechanic parameter test.
(3) reduce process of the test interference from human factor, improve test result uniformity and comparativity, save manpower into
This.
Brief description of the drawings
Fig. 1 is the configuration diagram of rock physical and mechanic parameter intelligent integral test system of the present invention；
Fig. 2 is the flow chart of rock physical and mechanic parameter intelligent integral method of testing of the present invention.
Embodiment
The principle and feature of the present invention are described below in conjunction with accompanying drawing, the given examples are served only to explain the present invention, and
It is non-to be used to limit the scope of the present invention.
The present invention provides a kind of rock physical and mechanic parameter intelligent integral test system, as shown in figure 1, including：
Man-machine interactive system, is connected with control centre, for input test command information and be transmitted to control
Center；
Control centre, is connected with man-machine interactive system and intelligent test system, for receiving man-machine interactive system transmission
The test command information come, and test command information is sent to intelligent test system；
Intelligent test system, is connected with control centre, instructs for receiving the test that control centre sends and carries out rock
The test of stone sample.
The beneficial effects of the present invention are：A kind of intelligent, integration examining system is provided, optimization design is each to greatest extent
The cooperative working process of instrument is planted, real intellectualized operation, overall-in-one control schema is realized.
As the further scheme of the present invention, the intelligent test system includes：Intelligent specimen preparation system, intelligent sample
Induction system, intelligent sample installation system, intelligent sample loading system, intelligence test and data collecting system, intelligent data are passed
Defeated system and data intelligence processing and visualization system；
The intelligent specimen preparation system is connected with control centre and intelligent sample-conveying system, for receiving and performing
The instruction that control centre sends, sillar sample to be tested is prepared into by sillar；
The intelligent sample-conveying system is connected with control centre, intelligent specimen preparation system and intelligent sample installation system
Connect, for receiving the instruction sent with mission control center, and the sillar prepared in intelligent specimen preparation system is to be tested
Sample is delivered to intelligent sample installation system；
The intelligent sample installation system and control centre, intelligent sample-conveying system and intelligence test and data acquisition system
System is connected, for the instruction received and mission control center sends, and the sillar that the conveying of intelligent sample-conveying system comes is treated
Test specimens are attached to intelligence test and data collecting system；
The intelligence test and data collecting system, with control centre, intelligent sample installation system and intelligent data transmission
System is connected, and for the instruction received and mission control center sends, sillar sample to be tested is tested and number will be tested
According to being sent to intelligent data transmission system；
The intelligent data transmission system and control centre, intelligence test and data collecting system and data intelligence processing and
Visualization system is connected, for the instruction received and mission control center sends, receives intelligence test and data collecting system
The next test data of transmission is simultaneously transmitted to data intelligence processing and visualization system；
The data intelligence processing and visualization system are connected with control centre and intelligent data transmission system, for connecing
Receive and the instruction that sends of mission control center, receive data that the transmission of intelligent data transmission system comes and carry out data storage and
Processing.
That is, the present invention is based on prior art and equipment and existing intelligent-induction equipment is installed thereon, lead to
Cross optimization hardware device configuration mode and connected mode, by existing intelligent signal transmission technology realize with control centre and
The interactive communication of man-machine interactive system.In addition, for control centre and man-machine mutual system, on the basis of integrated prior art
On, according to rock sample type and its physical and mechanical parameter method of testing the characteristics of, set up rock physical and mechanic parameter test side
The expertise database of case, pointedly the intelligentized control program of optimization design, lifts computer learning ability and man-machine
Exchange efficiency, and then realize intelligent, integrative coordinated control so that every test system be not mutually exclusive Effec-tive Function, carry
High testing efficiency.
As the further scheme of the present invention, the test instruction inputted in man-machine interactive system includes：Density, saturated with fluid
Degree (fluid includes water, oil, gas), porosity, permeability, acoustic velocity (compressional wave and shear wave), uniaxial compressive strength, uniaxial tension
Intensity, modulus of elasticity, Poisson's ratio, shearing strength, cohesive force, internal friction angle, triaxial shear strength, rock fracture toughness etc..
As the further scheme of the present invention, the tester in the intelligence test data collecting system includes but not limited
In uniaxial compression test machine, uniaxial tensile test machine, etc. confined pressure new triaxial test equipment, pressure-shear test machine, true triaxial compression examination
Test at least one of machine, true triaxial crushing test machine.
As the further scheme of the present invention, in addition to intelligent visualizations system, the intelligent visualizations system and control centre,
Intelligent specimen preparation system, intelligent sample-conveying system are connected with intelligent data transmission system；The intelligent visualizations system connects
The instruction sent with mission control center is received, for carrying out acoustic velocity test, density measurement, CT scan to rock sample to be tested
And three-dimensionalreconstruction, and the data information transfer that above-mentioned test is obtained is to intelligent data transmission system.
In other words, technical characteristics of the invention can also be summarised as down some：
Using artificial intelligence technology, intelligent specimen preparation system, intelligent sample-conveying system, intelligent sample are installed and be
System, intelligent sample loading system and intelligent data acqusition system, intelligent data transmission system, intelligent big data processing and visualization
The optimization such as system is integrated, science matching test process, it is ensured that not being mutually exclusive of multi-parameters test process, effective.
The artificial intelligence technology applied in test system includes：Intelligence learning and memory system, intelligent robot, voice are known
Other system, Visual identification technology, human-computer interaction technology, Optimal Matching etc..
Using the intelligent robot for possessing above-mentioned artificial intelligence technology, in interactive process, whole test side is realized
The optimization design of case, including：The intelligence such as sample preparation, sample conveying, instrument distribution, sample installation, sample loading, data acquisition
Change, integrated design scheme.
The intelligent robot that will be provided with man-machine interactive system is connected with digital control sample preparation system, realizes sample preparation
Intellectuality.According to the testing requirement of different rock physical and mechanic parameters, by being surveyed needed for man-machine interactive system phonetic entry
The keyword of parameter is tried, the corresponding shape of intelligent robot intelligent Matching from database, occurrence, size, quantity and sample preparation are set
It is standby, and Test Engineer is informed in the way of voice and image, after the confirmation of engineer's phonetic order is obtained, intelligent robot is opened
Dynamic numerical control sample preparation program, until original rock sample is processed into the standard specimen tested needed for a certain parameter, and according to testing requirement
Specimen surface is polished, polish and standard size detection etc..
Needed according to special test, using Visual identification technology, intelligence determines the measurement position arrangement optimized,
And by intelligent robot according to operational procedure specimen surface completes various measurement devices (such as foil gauge, acoustic emission probe etc.)
Install, fix.
Between intelligent specimen preparation system and different parameter testing instruments, connected, realized by intelligent sample-conveying system
The intelligent Matching and multi-channel parallel of sample and parameter testing instrument are transmitted.
Intelligent sample-conveying system is connected with intelligent sample installation system, and intelligent sample installation system execute instruction will be tried
Sample is arranged on tester or fixture.
Intelligent robot controls intelligent sample loading system and intelligent data, image acquisition system by phonetic order, and
According to test experience intelligent optimization loading scheme or data acquisition plan.
In full chain test step, by intelligence learning, memory and sorting technique, record man-machine interaction content, in real time
Test Information, instrument running status, rock physical and mechanic parameter and the other specification that can convert etc., passed by wireless data
Defeated system uploads to database.
Above-mentioned technical characterstic, based on existing test equipment and robot technology, and it is special according to rock material feature, instrument
Point and testing requirement, are applied to rock physical and mechanic parameter testing field by above-mentioned technology first, devise a set of suitable rock
The technical scheme of physical and mechanical parameter integrated testing, the technical scheme relates generally to the Intelligent Recognition for rock sample type
Technology, the respectively logic control of test link and Collaborative Control technology, the Real-time feed back techniques of test mode etc., bring rock thing
Manage the high efficiency of mechanics parameter test.
By big data processing and the data received in visualization system processing data storehouse, utilize big data to calculate and excavate
Various inner links and statistical law between data and parameter, and intelligently generate visual map, generation test result point
Analysis report.
Tester can include but is not limited to the instrument for being used for testing above-mentioned common rock physical and mechanic parameter, mainly
Including physical properties of rock tester, rock testing instrument, rock deformation tester and other dependence test annexes etc., newly
The instrument of appearance can also be compatible, and each quasi-instrument is by the integrated control of artificial intelligence technology and distributes rationally.
The invention further relates to a kind of rock physical and mechanic parameter intelligent integral method of testing, comprise the following steps：
S1) the input test command information in man-machine interactive system, and be sent to control centre；
S2) control centre receives in man-machine interactive system and input test command information and is transferred to intelligent test system；
S3) intelligent test system receives test command information that control centre sends and carries out rock physical and mechanic parameter survey
Examination.
As the further scheme of the present invention, the step S3 comprises the following steps：
S3-1) intelligent specimen preparation system receive command information that control centre sends and carry out core sample or cube
The preparation of body sample, step S3-2 is met when preparing sample for core sample, and step S3-2 is met when preparing sample for cuboid sample；
S3-2 core sample) is transported to wave velocity testing platform and density measurement platform successively by intelligent sample-conveying system
On, under the auxiliary of intelligent sample installation system, the vertical transverse wave speed and density of test sample；Intelligent sample-conveying system is transported again
Progress core internal structure sketch on CT scan platform is sent to, measured value, image and sound are gathered by intelligent data acqusition system
The data such as sound, and data intelligence processing and visualization system are sent to by intelligent data transmission system in real time；
S3-3) the cuboid sample that will be prepared in core sample or step S3-1 that CT scan is completed in step S3-2,
The test inputted in control centre according to man-machine interactive system instructs intelligent Matching tester, by intelligent sample-conveying system
Independently it is transported to the tester of intelligence test and data collecting system；
S3-4) core sample or cuboid sample are arranged on intelligence test and data acquisition by intelligent sample installation system
On the tester of system；
S3-5) tester of intelligence test and data collecting system is tested core sample or cuboid sample
And test, and the data that test is obtained are transferred to data intelligence processing and visualization system by intelligent data transmission system.
Be used as the further scheme of the present invention, the step S3-3) in also include first by intelligent sample-conveying system
Core sample or cuboid sample are transported to observation probe or the installation of annex is popped one's head in or measured to annex mounting platform, then
Core sample or cuboid sample are transported to the tester of intelligence test and data collecting system.
As the further scheme of the present invention, for core sample, the tester is uniaxial compression test machine, single shaft
Cupping machine, etc. at least one of confined pressure new triaxial test equipment；For cuboid sample, the tester is compression shear
At least one of testing machine, true triaxial compression test or true triaxial crushing test machine.
The present invention is applied to synchronous, the efficient test of a variety of rock physical and mechanic parameters, is carried out below with one embodiment
Illustrate, the testing process of the embodiment is shown in Fig. 2.
It is sample preparation section first, the square sillar prepared is transported to specified location, Ke Yifang by intelligent robot
Two plots of square sillars, one piece is used for core-drilling, and another piece is used to prepare cuboid sample.By intelligent sample-conveying system by two
The square sillar of block is sent to two independent samples and prepares platform respectively, and intelligent robot can overturn according to instruction, adjust square rock
Block direction, is then fixed.Core sample and cuboid sample are prepared by two sets of smart-cut system complete independentlies simultaneously.(1) it is right
In core sample, specimen size is quickly measured according to optical measuring system, according to core-drilling diameter in square sillar
The latticed boundary line of surface rendering.Smart-cut system is drilled through with not resting successively by recognizing the position of latticed boundary line
Core, is drilled one and just moves on to next position and drill through.A core is often drilled through, intelligent robot is by optical measurement determination
It is no to meet size requirement, if undesirable, relic is directly put into by intelligent robot or residue induction system is discharged.Such as
Fruit meets size requirement, into next step smart-cut process, and length survey is all automatically performed under artificial intelligence technology control
Amount, core be installed to block, end face is polished, polished.(2) for cuboid sample, also according to optical measuring system to examination
Sample ruler little progress row is quickly measured, according to the cuboid sample length of side in the square latticed boundary line of sillar surface rendering.Smart-cut
System recognizes the position of latticed boundary line by feeling, cuts with not resting successively, and cutting completes one and just moves on to next position
Put cutting.A cuboid sample has often been cut, if there is damage, relic or residue delivery system are just put into by intelligent robot
System discharge, otherwise, into next step smart-cut process, be all automatically performed under artificial intelligence technology control linear measure longimetry,
Sillar cutting, end face are polished, polished, and for true triaxial pressure break sample, also to be drilled.
After the completion of prepared by sample, test step is entered, core sample and cuboid sample independently complete test：
(1) for core sample, it is transported to successively on wave velocity testing platform and density measurement platform by intelligent sample-conveying system, in intelligence
Under the auxiliary of energy sample installation system, the vertical transverse wave speed and density of test sample are then transported on CT scan platform and carried out
Core internal structure sketch, gathers the data such as measured value, image and sound, and pass through intelligent number by intelligent data acqusition system
Data intelligence processing and visualization system are sent in real time according to Transmission system.Complete after CT scan, according to intelligent of testing standard
With tester, observation probe or measurement annex mounting platform are independently transported to by intelligent sample-conveying system, by intelligence
Robot is installed, and each sample is installed after probe or measurement annex, and uniaxial compression test is transported to according to testing scheme
Machine, uniaxial tensile test machine wait confined pressure new triaxial test equipment, by intelligent sample installation system and intelligence loading sample loading
System completes experiment Installation And Test, original test data is gathered by intelligent data acqusition system, while by intelligent data transmission
System is sent to data intelligence processing and visualization system.(2) for cuboid sample, tested according to testing standard intelligent Matching
Instrument, is independently transported to observation probe or measurement annex mounting platform, by intelligent robot by intelligent sample-conveying system
Installed, each sample is installed after probe or measurement annex, and pressure-shear test machine, true triaxial pressure are transported to according to testing scheme
Contracting testing machine or true triaxial crushing test machine, experiment peace is completed by intelligent sample installation system and intelligence loading sample loading system
Dress and test, gather original test data, while being sent to intelligence by intelligent data transmission system by intelligent data acqusition system
Data processing and visualization system.
Data intelligence processing carries out intelligent storage to the data of acquisition with visualization system and intelligence is called, and calculates rock thing
Manage mechanics parameter and other relevance parameters, set up the visualization data volume with physical and mechanical parameter, and carry out big data calculating,
Statistics, comparative analysis is associated with experience database before, intelligentized test, analysis report is generated, by intelligence machine
People provides possible new discovery, new rule.
The foregoing is only presently preferred embodiments of the present invention, be not intended to limit the invention, it is all the present invention spirit and
Within principle, any modification, equivalent substitution and improvements made etc. should be included in the scope of the protection.
Claims (9)
1. a kind of rock physical and mechanic parameter intelligent integral test system, it is characterised in that including：
Man-machine interactive system, is connected with control centre, for input test parameter information and be transmitted to control centre；
Control centre, is connected with man-machine interactive system and intelligent test system, comes for receiving man-machine interactive system transmission
Test parameter information, changes into corresponding test by test parameter information and instructs, and test instruction is sent into intelligent testing
Test system；
Intelligent test system, is connected with control centre, instructs for receiving the test that control centre sends and carries out rock examination
The test of sample.
2. rock physical and mechanic parameter intelligent integral test system according to claim 1, it is characterised in that the intelligence
Energy test system includes：Intelligent specimen preparation system, intelligent sample-conveying system, intelligent sample installation system, intelligent sample add
Loading system, intelligence test and data collecting system, intelligent data transmission system and data intelligence processing and visualization system；
The intelligent specimen preparation system is connected with control centre and intelligent sample-conveying system, for receiving and performing control
The sample that center is sent prepares instruction, and sillar is prepared into sillar sample to be tested；
The intelligent sample-conveying system is connected with control centre, intelligent specimen preparation system and intelligent sample installation system,
Conveying for receiving and mission control center sends is instructed, and the sillar prepared in intelligent specimen preparation system is to be tested
Sample is delivered to intelligent sample installation system；
The intelligent sample installation system and control centre, intelligent sample-conveying system and intelligence test and data collecting system phase
Connection, is treated for the installation instruction received and mission control center sends, and by the sillar that the conveying of intelligent sample-conveying system comes
Test specimens are attached to intelligence test and data collecting system；
The intelligence test and data collecting system, with control centre, intelligent sample installation system and intelligent data transmission system
It is connected, for the test instruction received and mission control center sends, sillar sample to be tested is tested, and number will be tested
According to being sent to intelligent data transmission system；
The intelligent data transmission system is with control centre, intelligence test and data collecting system and data intelligence processing and visually
Change system is connected, and for the transmission instruction received and mission control center sends, receives intelligence test and data collecting system
The next test data of transmission is simultaneously transmitted to data intelligence processing and visualization system；
The data intelligence processing and visualization system are connected with control centre and intelligent data transmission system, for receive and
The process instruction that mission control center sends, data that the intelligent data transmission system transmission of reception comes and carry out data storage and
Processing.
3. a kind of rock physical and mechanic parameter intelligent integral test system according to claim 1, it is characterised in that
The test parameter information of man-machine interactive system input includes：Density, fluid saturation, porosity, permeability, acoustic velocity, list
Axle compression strength, uniaxial tension test, modulus of elasticity, Poisson's ratio, shearing strength, cohesive force, internal friction angle, triaxial shear strength
And rock fracture toughness.
4. a kind of rock physical and mechanic parameter intelligent integral test system according to claim 1, it is characterised in that institute
State tester in intelligence test data collecting system include uniaxial compression test machine, uniaxial tensile test machine, etc. confined pressure three
At least one of axle compression test, pressure-shear test machine, true triaxial compression test, true triaxial crushing test machine.
5. a kind of rock physical and mechanic parameter intelligent integral test system according to claim 1, it is characterised in that also
Including intelligent loading system, the intelligent loading system and control centre, intelligent specimen preparation system, intelligent sample-conveying system
It is connected with intelligent data transmission system；The instruction that the intelligent loading system is received and mission control center sends, for pair
Rock sample to be tested carries out acoustic velocity test, density measurement, CT scan and three-dimensionalreconstruction, and the data that above-mentioned test is obtained
Information transmission is to intelligent data transmission system.
6. a kind of rock physical and mechanic parameter intelligent integral method of testing, it is characterised in that comprise the following steps：
S1, the input test command information in man-machine interactive system, and it is sent to control centre；
S2, control centre receives in man-machine interactive system and input test command information and is transferred to intelligent test system；
S3, intelligent test system receives the test command information that control centre sends and carries out rock physical and mechanic parameter test.
7. a kind of rock physical and mechanic parameter intelligent integral method of testing according to claim 6, it is characterised in that institute
Step S3 is stated to comprise the following steps：
S3.1, intelligent specimen preparation system receives the command information that control centre sends and carries out core sample or cube examination
The preparation of sample, step S3-2 is met when preparing sample for core sample, and step S3-2 is met when preparing sample for cuboid sample；
S3.2, core sample is transported on wave velocity testing platform and density measurement platform successively by intelligent sample-conveying system,
Under the auxiliary of intelligent sample installation system, the vertical transverse wave speed and density of test sample；Pass through intelligent sample-conveying system again
Be transported on CT scan platform progress core internal structure scanning, by intelligent data acqusition system gather measured value, image and
Voice data, and data intelligence processing and visualization system are sent to by intelligent data transmission system in real time；
S3.3, the cuboid sample that will be prepared in core sample or step S3-1 that CT scan is completed in step S3-2, in control
The test inputted in center processed according to man-machine interactive system instructs intelligent Matching tester, is distinguished by intelligent sample-conveying system
Independent delivery is to intelligence test and the tester of data collecting system；
Core sample or cuboid sample are arranged on intelligence test and data collecting system by S3.4, intelligent sample installation system
Tester on；
The tester of S3.5, intelligence test and data collecting system is tested and surveyed to core sample or cuboid sample
Examination, and the data that test is obtained are transferred to data intelligence processing and visualization system by intelligent data transmission system.
8. a kind of rock physical and mechanic parameter intelligent integral method of testing according to claim 7, it is characterised in that institute
State also includes core sample or cuboid sample first are transported into observation spy by intelligent sample-conveying system in step S3.3
Head or annex mounting platform, are popped one's head in or are measured the installation of annex, then core sample or cuboid sample are transported into intelligence
Energy test and the tester of data collecting system.
9. a kind of rock physical and mechanic parameter intelligent integral method of testing according to claim 7 or 8, its feature exists
In, for core sample, the tester be uniaxial compression test machine, uniaxial tensile test machine, etc. the examination of confined pressure triaxial compressions
Test at least one of machine；For cuboid sample, the tester is pressure-shear test machine, true triaxial compression test or true
At least one of three axle crushing test machines.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710295970.2A CN107132334B (en) | 2017-04-28 | 2017-04-28 | Intelligent integrated testing system and testing method for rock physical and mechanical parameters |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710295970.2A CN107132334B (en) | 2017-04-28 | 2017-04-28 | Intelligent integrated testing system and testing method for rock physical and mechanical parameters |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107132334A true CN107132334A (en) | 2017-09-05 |
| CN107132334B CN107132334B (en) | 2020-10-02 |
Family
ID=59715065
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710295970.2A Active CN107132334B (en) | 2017-04-28 | 2017-04-28 | Intelligent integrated testing system and testing method for rock physical and mechanical parameters |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107132334B (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107832513A (en) * | 2017-11-01 | 2018-03-23 | 中科吉奥（北京）地质工程咨询有限责任公司 | Rock mass engineering project calculation method of parameters and system based on statistical mechanics of rockmass |
| CN107944068A (en) * | 2017-09-12 | 2018-04-20 | 中科吉奥（北京）地质工程咨询有限责任公司 | A kind of anisotropic rock mass quality grading method and system |
| CN108303909A (en) * | 2018-01-05 | 2018-07-20 | 中山大学 | A kind of intelligent sensing control device of multi-parameter measurement electricity |
| CN108303910A (en) * | 2018-01-15 | 2018-07-20 | 中山大学 | A kind of population parameter realtime four-dimensional reconstruct collaboration sensing control system |
| CN108388246A (en) * | 2018-01-19 | 2018-08-10 | 中山大学 | A kind of accurate sensing-controlling device of test specimen intelligent transport |
| CN108804849A (en) * | 2018-06-22 | 2018-11-13 | 西南石油大学 | A kind of rock mechanics parameters evaluation method based on structure complexity |
| CN109163997A (en) * | 2018-09-18 | 2019-01-08 | 天津大学 | A kind of rock surface strength detection method based on sonograph deep learning |
| CN109254135A (en) * | 2018-08-18 | 2019-01-22 | 中山大学 | A kind of continuous scale of rock synchronizes high spectrum pilot system |
| CN110987748A (en) * | 2019-10-28 | 2020-04-10 | 中国科学院武汉岩土力学研究所 | Nondestructive prediction combination method for evaluating uniaxial compressive strength of rock under freeze-thaw cycle |
| CN111044406A (en) * | 2019-12-30 | 2020-04-21 | 核工业北京地质研究院 | Method for measuring density of calcium-bearing rock |
| CN111579405A (en) * | 2020-05-20 | 2020-08-25 | 河南工程学院 | Multifunctional rock test system |
| CN113242972A (en) * | 2018-07-27 | 2021-08-10 | 莱博斯克伯德股份有限公司 | Method and system for an automated Artificial Intelligence (AI) tester |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002162326A (en) * | 2000-11-24 | 2002-06-07 | Kyushu Electric Power Co Inc | Device for testing discontinuous plane in rock |
| CN2578828Y (en) * | 2002-11-15 | 2003-10-08 | 朱效荣 | High-performance concrete comprehensive property measuring device |
| CN202204808U (en) * | 2011-08-25 | 2012-04-25 | 安徽理工大学 | Solid coupling parameter tester for coal gas containing mashgas |
| CN102621012A (en) * | 2012-03-31 | 2012-08-01 | 重庆大学 | Multifunctional true triaxial rock creepmeter |
| CN203216804U (en) * | 2013-01-15 | 2013-09-25 | 合肥工业大学 | Uniaxial rock compression creepmeter in dry-wet circulating process |
| CN103558096A (en) * | 2013-11-04 | 2014-02-05 | 中国地质科学院地质力学研究所 | Rock and earth mass in-situ direct shear test device with automatic data acquisition system and rock and earth mass in-situ direct shear test method |
| CN103954470A (en) * | 2013-10-30 | 2014-07-30 | 中国矿业大学(北京) | Portable automatic feeding sample cutting equipment |
| CN104076131A (en) * | 2014-06-27 | 2014-10-01 | 中国地质科学院水文地质环境地质研究所 | Preloading multifunctional automatic testing system and method |
| EP2833118A1 (en) * | 2012-03-31 | 2015-02-04 | China University Of Mining & Technology (Beijing) | Simulated impact-type rock burst experiment apparatus |
| CN204632098U (en) * | 2015-03-20 | 2015-09-09 | 蒋海兵 | A kind of fully-automatic intelligent test macro |
| CN205139089U (en) * | 2015-12-08 | 2016-04-06 | 西南石油大学 | Multi -functional rock test system |
| CN106053183A (en) * | 2016-08-10 | 2016-10-26 | 山东大学 | Foam concrete sample production apparatus abutted to indoor rock soil mechanical test machine, and method thereof |
| CN106197521A (en) * | 2015-12-20 | 2016-12-07 | 南阳师范学院 | A kind of sillar mechanics parameter data collecting system and method |
-
2017
- 2017-04-28 CN CN201710295970.2A patent/CN107132334B/en active Active
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002162326A (en) * | 2000-11-24 | 2002-06-07 | Kyushu Electric Power Co Inc | Device for testing discontinuous plane in rock |
| CN2578828Y (en) * | 2002-11-15 | 2003-10-08 | 朱效荣 | High-performance concrete comprehensive property measuring device |
| CN202204808U (en) * | 2011-08-25 | 2012-04-25 | 安徽理工大学 | Solid coupling parameter tester for coal gas containing mashgas |
| CN102621012A (en) * | 2012-03-31 | 2012-08-01 | 重庆大学 | Multifunctional true triaxial rock creepmeter |
| EP2833118A1 (en) * | 2012-03-31 | 2015-02-04 | China University Of Mining & Technology (Beijing) | Simulated impact-type rock burst experiment apparatus |
| CN203216804U (en) * | 2013-01-15 | 2013-09-25 | 合肥工业大学 | Uniaxial rock compression creepmeter in dry-wet circulating process |
| CN103954470A (en) * | 2013-10-30 | 2014-07-30 | 中国矿业大学(北京) | Portable automatic feeding sample cutting equipment |
| CN103558096A (en) * | 2013-11-04 | 2014-02-05 | 中国地质科学院地质力学研究所 | Rock and earth mass in-situ direct shear test device with automatic data acquisition system and rock and earth mass in-situ direct shear test method |
| CN104076131A (en) * | 2014-06-27 | 2014-10-01 | 中国地质科学院水文地质环境地质研究所 | Preloading multifunctional automatic testing system and method |
| CN204632098U (en) * | 2015-03-20 | 2015-09-09 | 蒋海兵 | A kind of fully-automatic intelligent test macro |
| CN205139089U (en) * | 2015-12-08 | 2016-04-06 | 西南石油大学 | Multi -functional rock test system |
| CN106197521A (en) * | 2015-12-20 | 2016-12-07 | 南阳师范学院 | A kind of sillar mechanics parameter data collecting system and method |
| CN106053183A (en) * | 2016-08-10 | 2016-10-26 | 山东大学 | Foam concrete sample production apparatus abutted to indoor rock soil mechanical test machine, and method thereof |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107944068A (en) * | 2017-09-12 | 2018-04-20 | 中科吉奥（北京）地质工程咨询有限责任公司 | A kind of anisotropic rock mass quality grading method and system |
| CN107832513A (en) * | 2017-11-01 | 2018-03-23 | 中科吉奥（北京）地质工程咨询有限责任公司 | Rock mass engineering project calculation method of parameters and system based on statistical mechanics of rockmass |
| CN108303909A (en) * | 2018-01-05 | 2018-07-20 | 中山大学 | A kind of intelligent sensing control device of multi-parameter measurement electricity |
| CN108303910A (en) * | 2018-01-15 | 2018-07-20 | 中山大学 | A kind of population parameter realtime four-dimensional reconstruct collaboration sensing control system |
| CN108388246A (en) * | 2018-01-19 | 2018-08-10 | 中山大学 | A kind of accurate sensing-controlling device of test specimen intelligent transport |
| CN108804849A (en) * | 2018-06-22 | 2018-11-13 | 西南石油大学 | A kind of rock mechanics parameters evaluation method based on structure complexity |
| CN108804849B (en) * | 2018-06-22 | 2022-04-26 | 西南石油大学 | Rock mechanical parameter evaluation method based on structural complexity |
| CN113242972A (en) * | 2018-07-27 | 2021-08-10 | 莱博斯克伯德股份有限公司 | Method and system for an automated Artificial Intelligence (AI) tester |
| EP3830584A4 (en) * | 2018-07-27 | 2022-04-27 | Labscubed Inc. | Method and system for an automated artificial intelligence (ai) testing machine |
| CN109254135A (en) * | 2018-08-18 | 2019-01-22 | 中山大学 | A kind of continuous scale of rock synchronizes high spectrum pilot system |
| CN109163997A (en) * | 2018-09-18 | 2019-01-08 | 天津大学 | A kind of rock surface strength detection method based on sonograph deep learning |
| CN110987748A (en) * | 2019-10-28 | 2020-04-10 | 中国科学院武汉岩土力学研究所 | Nondestructive prediction combination method for evaluating uniaxial compressive strength of rock under freeze-thaw cycle |
| CN111044406A (en) * | 2019-12-30 | 2020-04-21 | 核工业北京地质研究院 | Method for measuring density of calcium-bearing rock |
| CN111579405A (en) * | 2020-05-20 | 2020-08-25 | 河南工程学院 | Multifunctional rock test system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107132334B (en) | 2020-10-02 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107132334A (en) | Rock physical and mechanic parameter intelligent integral test system and its method of testing | |
| CN111879858B (en) | Rock damage prediction method based on acoustic emission seismic source dominant frequency uniqueness | |
| CN101762830B (en) | Distributed coal mine rock burst monitoring method | |
| CN104990777B (en) | A kind of preparation of impact injury rock sample and assay method based on SHPB experiments | |
| CN106988739A (en) | Shale reservoir fracturing fracture is recognized and explanation evaluating method | |
| CN113218766B (en) | Rock crack initiation stress and damage stress identification method based on moment tensor analysis | |
| CN107091623B (en) | Tunnel surrounding relaxation zone THICKNESS CALCULATION method | |
| WO2020125682A1 (en) | Method and system for calculating rock strength using logging-while-drilling data | |
| CN106197798A (en) | Visco elastic strain surveys the test device of on-the-spot crustal stress | |
| CN109387565A (en) | A method of brake block internal flaw is detected by analysis voice signal | |
| Wang et al. | Three-dimensional crack recognition by unsupervised machine learning | |
| CN209311230U (en) | A kind of active and passive real-time sonic test approved sample device of rock failure mechanism of rock process | |
| CN107060714B (en) | Study the large-scale real triaxial Logistics automatic system method of thin interbed fracturing fracture Extending Law | |
| CN113484910B (en) | Tunnel advanced geological prediction method and system based on seismic interferometry | |
| CN106323749A (en) | Device and method for quantificationally analyzing rock brittleness | |
| Wang et al. | Investigation of the spatial distribution pattern of 3D microcracks in single-cracked breakage | |
| Villaescusa et al. | Experimental verification of AE in situ stress measurements | |
| CN105738215A (en) | Novel method for testing geostress jointly by acoustic emission and differential strain | |
| CN113988142B (en) | Tunnel lining cavity acoustic identification method based on convolutional neural network | |
| Turek et al. | Dynamic characteristics of a 17th century church in Quito, Ecuador | |
| CN113281148B (en) | Method for identifying initial time of rock creep damage microcrack penetration stage | |
| CN114354351A (en) | Rock destruction process real-time monitoring and early warning system and method based on multi-source heterogeneous data | |
| CN109271745A (en) | A kind of Datamation System of Geotechnical Experiment | |
| CN206960672U (en) | A kind of wireless controlled passes the Tunnel prediction system of acceleration transducer | |
| CN100485412C (en) | Method for controlling field earthquake prospecting collection process |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |