Visco elastic strain surveys the test device of on-the-spot crustal stress
Technical field
The present invention relates to a kind of petroleum engineering technology, survey the survey of on-the-spot crustal stress particularly to a kind of Visco elastic strain
Electricity testing device.
Background technology
Well in the data about In-situ stress, such as drilling process is had increasing need in petroleum engineering
Stable problem;Formation fracture pressure prediction;Fracturing engineering designs;Formation fracture problem in high pressure water injection;The slip of tomography and
Resurrection problem;Carry outside casing pipe to calculate and resist and squeeze Life Calculation problem etc..Existing ask all of crustal stress size and direction
In method, having certain limitation, therefore cut both ways, the general very difficult direction simultaneously accurately to obtain crustal stress is with big
Little.
Summary of the invention
The purpose of the present invention is aiming at the drawbacks described above that prior art exists, it is provided that a kind of Visco elastic strain surveys on-the-spot ground
The test device of stress, is mainly used for measuring the horizontal stress state understanding underground point, including size and the side of principal stress
To.
A kind of Visco elastic strain that the present invention mentions surveys the test device of on-the-spot crustal stress, and its technical scheme is: include sweeping
Retouch multistage speed loading system (A), laser scanning system (B), rock core grasping system (C), data collecting system (D), computer
After-treatment system (E) and sonic test system (17), wherein rock core grasping system (C) top is cased with laser scanning system (B), real
The DATA REASONING of existing rock appearance deformation;Scanning multistage speed loading system (A) combining laser scanning system (B), it is achieved to rock
Stone appearance gathers the periodicity of data and measures;Sonic test system (17) depends on rock core and accommodates system (C), and is fixed on sample
Centre position;Data collecting system (D) depends on laser scanning system (B), it is achieved the DATA REASONING of rock appearance deformation is adopted
Collection collects, and transmits to Computer reprocessing system (E) and stored;It is calculated rock by Computer reprocessing system (E)
The deformation extent of rock in stone crustal stress process of the test, draws out the mutual relation curve between rock deformation, time, viscoelasticity,
And visualized display, calculate on-the-spot crustal stress;
Described scanning multistage speed loading system (A) includes outer casing upper cover (9), multistage speed adapter (6), transmission arm (5),
Wherein, outer casing upper cover (9) is fixed by side casings (2), and multistage speed adapter (6) and transmission arm (5) are fixed on shell
On lid (9), multistage speed adapter (6) is by the control transmission line (7) in data collecting system (D) and Computer reprocessing system
System (E) is connected;
Described laser scanning system (B) includes laser scanning runing rest (1), cylinder (13), annulus (14), and two laser are swept
The bottom retouching runing rest (1) is fixed on annulus (14) and cylinder (13), solid with base by annulus (14) and cylinder (13)
Being scheduled on together, multiple airborne laser range finders (11) the most equidistantly arrange, described laser scanning runing rest (1) upper
Side is connected with transmission arm (5), scans runing rest for stabilized lasers, and makes it control to rotate by transmission arm (5);Laser ranging
Device (11) is connected, after the data of airborne laser range finder are transferred to computer with the data line (8) in data collecting system (D)
Processing system (E).
Preferably, above-mentioned rock core grasping system (C) includes base (3), core holding unit (4) and axial strain test dress
Putting (18), the upside of base (3) is provided with lobe (16), is revolved with laser scanning by longitudinal draw-in groove (10) and horizontal draw-in groove (15)
Turn support (1) in mating connection, and core holding unit (4) is fixed on base (3);Axial strain test system (18) is positioned at examination
Part top, is mainly used in testing the change of test specimen axial strain.
The invention has the beneficial effects as follows: the result of the test of the measurement apparatus that Visco elastic strain of the present invention surveys on-the-spot crustal stress can
Measure field strain crustal stress, simple to operate, reliable results, and can intuitively visualize display result;It addition, the test of the present invention
Result can be that measuring of crustal stress provides important experimental technique support.
Accompanying drawing explanation
Accompanying drawing 1 is the overall structure schematic diagram of the present invention;
Accompanying drawing 2 is the dissection explanatory diagram of each parts of the present invention;
Accompanying drawing 3 is the scanning device runing rest modular construction schematic diagram of the present invention;
In upper figure: scanning multistage speed loading system A, laser scanning system B, rock core grasping system C, data collecting system D, meter
Calculation machine after-treatment system E;Laser scanning runing rest 1, side casings 2, base 3, core holding unit 4, transmission arm 5, multistage speed
Degree adapter 6, control transmission line 7, data line 8, outer casing upper cover 9, scanning runing rest draw-in groove 10, airborne laser range finder 11,
Computer 12, cylinder 13, annulus 14, horizontal draw-in groove 15, lobe 16, sonic test system 17, axial displacement meter 18.
Detailed description of the invention
1-3 referring to the drawings, a kind of Visco elastic strain that the present invention mentions surveys the test device of on-the-spot crustal stress, including scanning
Multistage speed loading system A, laser scanning system B, rock core grasping system C, data collecting system D, Computer reprocessing system
E, is wherein cased with laser scanning system B above rock core grasping system C, it is achieved the DATA REASONING of rock appearance deformation;Scan multistage
Speed loading system A combining laser scanning system B, it is achieved the periodicity that rock appearance gathers data measures;Data acquisition system
System D depends on laser scanning system B, it is achieved the collecting measurement data of rock appearance deformation collects, and transmits to computer place
Reason system E is stored;It is calculated the deformation journey of rock in rock crustal stress process of the test by Computer reprocessing system E
Degree, draws out the mutual relation curve between rock deformation, time, viscoelasticity, and is visualized display, should calculate on-the-spotly
Power.
Wherein, scanning multistage speed loading system A includes outer casing upper cover 9, multistage speed adapter 6, transmission arm 5, wherein,
Outer casing upper cover 9 is fixed by side casings 2, and multistage speed adapter 6 and transmission arm 5 are fixed on outer casing upper cover 9, multistage speed
Adapter 6 is connected with Computer reprocessing system E by the control transmission line 7 in data collecting system D.
It addition, laser scanning system B includes laser scanning runing rest 1, cylinder 13, annulus 14, two laser scanning rotations
The bottom turning support 1 is fixed on annulus 14 and cylinder 13, is fixed together with base by annulus 14 and cylinder 13, multiple sharp
Ligh-ranging device 11 the most equidistantly arranges, and the top of described laser scanning runing rest 1 is connected with transmission arm 5, uses
Scan runing rest in stabilized lasers, and make it control to rotate by transmission arm 5;In airborne laser range finder 11 and data collecting system D
Data line 8 be connected, the data of airborne laser range finder are transferred to Computer reprocessing system E.
It addition, rock core grasping system C includes base 3, core holding unit 4, the upside of base 3 is provided with lobe 16, passes through
Longitudinal draw-in groove 10 and horizontal draw-in groove 15 are in mating connection with laser scanning runing rest 1, and core holding unit 4 is fixed on base 3
On, described core holding unit 4 wraps up gum elastic near the position of core sample.
Data collecting system D includes data line 8 and controls transmission line 7, and by data line 8 and control transmission
Line 7 is connected respectively to Computer reprocessing system E, computer by data exchange mouth the data of timing acquiring are stored,
Display, and based on data process visualization procedure be calculated the external deformation of rock in process of the test, draw out rock deformation,
Mutual relation curve between time, stress and strain parameter, and visualized display.
Referring to the drawings 2, in the susceptor surface in the outside that longitudinal draw-in groove 10 is arranged on lobe 16, horizontal draw-in groove 15 is arranged on
The top of lobe 16, coordinates fixing by longitudinal draw-in groove 10 with cylinder 13, coordinates fixing with annulus 14 by horizontal draw-in groove, from
And laser scanning runing rest 1 is fixed together with base 3;Above-mentioned airborne laser range finder 11 is provided with five airborne laser range finders
11.Wherein, two laser scanning runing rests 1, one group of strain value takes the data of the two half period interscan;Strain value takes 5
Individual airborne laser range finder 11 sum average, is used for guaranteeing sample measurement accuracy;Sample used is cylindrical sample, a diameter of
50mm, height can be adjusted between 90-110mm, and sample loads in core sample grasping system C;
A kind of Visco elastic strain that the present invention mentions surveys the test device of on-the-spot crustal stress, comprises the following steps:
(1) cylindrical standard sample is positioned in rock core grasping system C, lay, install experimental apparatus and to scanning multistage
The parameter of speed loading system A, data collecting system D and Computer reprocessing system E is configured;Wherein rock core grasping system
The laser scanning system B being cased with above C, it is achieved the DATA REASONING of rock appearance deformation;Scanning multistage speed loading system A combines
Laser scanning system B, it is achieved the periodicity that rock appearance gathers data measures;Data collecting system D depends on laser scanning
System B, it is achieved the collecting measurement data of rock appearance deformation collects, and transmit to Computer reprocessing system E and stored;Logical
Cross Computer reprocessing system E and be calculated the deformation extent of rock in rock crustal stress process of the test, draw out rock deformation,
Mutual relation curve between time, viscoelasticity, and visualized display;
(2) by laser scanning system B coordinate scanning multistage speed loading system A to rock core short time distortion measurement, by
Little square law numerical fitting obtains the deformation of whole boring cross-sectional profiles;
(3) obtain amplitude attenuation quotient in time by sonic test system (in figure 17) test, and then utilize following formula to calculate
Rock viscosity。
In formulaFor sonic wave amplitude attenuation quotient in time, obtained by acoustical testing system;For frequency of sound wave;E
For elastic modulus of rock;For rock viscosity.
(4) utilize Kelvin's viscoelastic model that the viscoelastic data recorded in step 1 is analyzed, and obtained by following formula
To concrete moduli.
(5) concrete moduli is utilized to calculate various places stress intensity and direction according to Hooke's law.