CN109736778A - Wellbore aquation deforms infrared monitoring device and method - Google Patents
Wellbore aquation deforms infrared monitoring device and method Download PDFInfo
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- CN109736778A CN109736778A CN201910156013.0A CN201910156013A CN109736778A CN 109736778 A CN109736778 A CN 109736778A CN 201910156013 A CN201910156013 A CN 201910156013A CN 109736778 A CN109736778 A CN 109736778A
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- 238000012806 monitoring device Methods 0.000 title claims abstract description 33
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- 238000011068 loading method Methods 0.000 claims abstract description 39
- 238000012544 monitoring process Methods 0.000 claims abstract description 30
- 239000007788 liquid Substances 0.000 claims abstract description 28
- 238000007789 sealing Methods 0.000 claims abstract description 24
- 230000005540 biological transmission Effects 0.000 claims description 35
- 238000005259 measurement Methods 0.000 claims description 21
- 239000000523 sample Substances 0.000 claims description 19
- 238000010438 heat treatment Methods 0.000 claims description 12
- 239000012530 fluid Substances 0.000 claims description 9
- 238000006073 displacement reaction Methods 0.000 claims description 5
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 3
- 238000002474 experimental method Methods 0.000 description 12
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- 239000003921 oil Substances 0.000 description 8
- 238000011161 development Methods 0.000 description 5
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- 230000001360 synchronised effect Effects 0.000 description 2
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- 238000004088 simulation Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
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Abstract
The present invention provides a kind of wellbore aquation deformation infrared monitoring device and method, and it includes: outer barrel which, which deforms infrared monitoring device, has sealing inner cavity；Loading mechanism, in sealing inner cavity, loading mechanism has axis pressure loaded member and confining pressure loaded member for setting；Wherein, confining pressure loaded member has the two confining pressure half modules that can open and close setting, and two confining pressure half modules are disposed around the periphery of rock core to be measured, and axis pressure loaded member can be axially movably arranged at the upper end of rock core to be measured；Mechanism for filling liquid has sealing liquid pool and catheter, and sealing liquid pool is connected to the top of outer barrel, and one end of catheter is connected with sealing liquid pool, and the other end can protrude into rock core to be measured；Mechanism for monitoring has electrode and infrared detector, and electrode is arranged in above the eyelet of rock core to be measured, and the hole that rock core to be measured is arranged in infrared detector is intraocular.The case where present invention can simulate in the eyelet of rock core to be measured under the conditions of soaked, and the eyelet of the rock core to be measured deforms, and real-time monitoring is carried out to it.
Description
Technical field
The present invention relates to oil drilling rock mechanics technical field more particularly to wellbore aquation deformation infrared monitoring device and
Method.
Background technique
As the instruction reinforced to oil and gas development of resources dynamics is made by country, each major oil companies will be increased
The dynamics of oil-gas exploration and development, the discovery amount and yield for ensuring petroleum resources by increasing the quantity of prospect pit and development well meet
National strategy demand and the people need.And inevitably, due to the limitation of exploration, drilling well, production technology and equipment capability,
Being difficult to the oil reservoir employed in the past will gradually be included into development goal.Such as the Partial Block in China Bohai Sea and the South Sea, due to shallow
Layer diagenesis difference or part layer position fracture development and clay mineral content height cause to will appear big section when boring and meeting these layer of position
Borehole collapse unstability accident, cause down-hole equipment blocked portion, cementing quality difference etc., scene will usually devote a tremendous amount of time, people
Power and material resources go to solve down hole problem, cause to be drilled that well operations timeliness is extremely low, and operating cost is drawn high.For clear sensitizing range
The hole-size elongation reason in domain and the regularity of distribution of region deformation, it is necessary to develop a set of can be monitored in real time inside wellbore actually for pole
The indoor experimental apparatus and method of situation, the device can simulate actual borehole size and carry out full-scale indoor experiment of machanics,
With close to live actual operation.
Summary of the invention
The object of the present invention is to provide a kind of wellbore aquations to deform infrared monitoring device and method, can simulate rock core to be measured
Eyelet under the conditions of soaked, the case where eyelet of the rock core to be measured deforms, and real-time monitoring is carried out to it, the present invention
It is simple and efficient.
Following technical proposal can be used to realize in above-mentioned purpose of the invention:
The present invention provides a kind of wellbore aquations to deform infrared monitoring device, comprising:
Outer barrel has sealing inner cavity；
Loading mechanism is arranged in the sealing inner cavity, and the loading mechanism has axis pressure loaded member and confining pressure loaded member；
Wherein, the confining pressure loaded member has the two confining pressure half modules that can open and close setting, and two confining pressure half modules are disposed around rock to be measured
The periphery of the heart, the axis pressure loaded member can be axially movably arranged at the upper end of the rock core to be measured；
Mechanism for filling liquid has sealing liquid pool and catheter, and the sealing liquid pool is connected to the top of the outer barrel, described
One end of catheter is connected with the sealing liquid pool, and the other end can protrude into the rock core to be measured；
Mechanism for monitoring has electrode and infrared detector, and the electrode is arranged in above the eyelet of the rock core to be measured, institute
State infrared detector be arranged in the rock core to be measured hole it is intraocular.
In embodiments of the present invention, the axis pressure loaded member includes load ontology, and the load ontology has load
Bar and the loading blocks being connected with the load bar, the lower end surface of the loading blocks are connected with axial dottle pin, the axial direction dottle pin with
Axis pressure heating coil is folded between the loading blocks.
In embodiments of the present invention, first pressure sensor is embedded in the axial dottle pin.
In embodiments of the present invention, the axis pressure loaded member further includes that the load ontology can be driven along described to be measured
The axis pressure power component of the axial movement of rock core, the axis pressure power component include:
Support base is fixedly connected on the top of the outer barrel；
Transmission shaft, one end are threaded through in the support base with being able to rotate, and the other end is socketed with transmission gear；
Driving rack can be axially movably arranged on the support base, and the driving rack can be with the transmission gear
Transmission connection, the driving rack are connected to the load bar and are pierced by the end of the outer barrel.
In embodiments of the present invention, the infrared detector has vertical bar and is connected to the vertical bar upper end
Radial bars have been movably coupled to infrared distance measurement probe in the radial bars, and the vertical bar is threaded through the rock core to be measured
Hole is intraocular, and the infrared distance measurement probe is located at the upper end of the eyelet.
In embodiments of the present invention, the mechanism for monitoring has bearing base, the loading mechanism and described to be measured
Rock core is placed on the bearing base, and the bearing base has mounting groove, the lower end of the vertical bar of the infrared detector
It is connected in the mounting groove.
In embodiments of the present invention, the confining pressure loaded member includes transmission parts and confining pressure power part；Wherein,
The transmission parts include two drive rods, and one end of the drive rod is connected to the outer wall of the confining pressure half module
On, the other end of the drive rod has been rotatably coupled lead screw by drive bearing；
The confining pressure power part includes dextrorotation worm gear and derotation worm gear on the worm screw of worm screw and transmission connection, and two
Two lead screws on a drive rod are worn respectively to be connected in the dextrorotation worm gear and the derotation worm gear.
In embodiments of the present invention, the barrel of the outer barrel is equipped with two perforation diametrically, two institutes
It states and is connected separately with gag lever post on drive rod, the gag lever post can be threaded through in the perforation.
In embodiments of the present invention, the confining pressure loaded member, which has, is diametrically arranged in two confining pressure half modules
Two support rods in outside, one end of the support rod are rotatably connected on the confining pressure half module, the support rod it is another
One end is connected with pulley.
In embodiments of the present invention, confining pressure dottle pin, the confining pressure are respectively connected on the inside of two confining pressure half modules
Confining pressure heating coil is folded between dottle pin and the confining pressure half module.
In embodiments of the present invention, second pressure sensor is embedded in the confining pressure dottle pin.
In embodiments of the present invention, the electrode is connected to the lower end of the axis pressure loaded member.
It is described the present invention also provides a kind of monitoring method using wellbore aquation as described above deformation infrared monitoring device
Monitoring method includes the following steps:
Step S1: rock core to be measured is placed in outer barrel, record the eyelet of the rock core to be measured initial depth H0 and
Initial diameter R0 adjusts the initial position of the infrared detector of mechanism for monitoring to H=H0, and sets the week of the infrared detector
To rotation speed；
Step S2: injecting fluid into the rock core to be measured by mechanism for filling liquid, is then added by the axis pressure of loading mechanism
Holder and confining pressure loaded member apply axis pressure and confining pressure to the rock core to be measured；
Step S3: the location point to be deformed by the eyelet that the infrared detector records measuring point to the rock core to be measured
The distance between H1；
Step S4: as distance H1=H0, the infrared detector continue it is circumferentially rotatable, while obtain H2, H3 ...
Hn, until judging that undergauge has occurred for the eyelet of the rock core to be measured when Hn is less than H0；
Step S5: the infrared detector is radially slided to the axis direction of the rock core to be measured until measuring H1=
H0 is monitored and is recorded the infrared detector displacement W, repeating said steps S2 to the step S5 mobile in radial direction.
Wellbore aquation of the invention deforms the characteristics of infrared monitoring device and method and advantage is: wellbore aquation of the invention
Deformation infrared monitoring device and method is simple and efficient, and can carry out single triaxial tests, the kayser of large scale rock core through the invention
The true hole condition simulation of your effect experiment, aquation experiment etc., and to the wellbore inside large scale rock core under conditions of soaked, it is real
When monitor its deformation and analyzed, when further to define the wellbore of block where rock core used in experiment and occurring soaked
Deformation Reasons and hole-size elongation the regularity of distribution.
Detailed description of the invention
To describe the technical solutions in the embodiments of the present invention more clearly, make required in being described below to embodiment
Attached drawing is briefly described, it should be apparent that, drawings in the following description are only some embodiments of the invention, for
For those of ordinary skill in the art, without creative efforts, it can also be obtained according to these attached drawings other
Attached drawing.
Fig. 1 is the structural schematic diagram that wellbore aquation of the invention deforms infrared monitoring device.
Fig. 2 is the structural schematic diagram that axis of the invention presses loaded member.
Fig. 3 is the structural schematic diagram for the axis pressure power component that axis of the invention presses loaded member.
Fig. 4 is the structural schematic diagram at another visual angle for the axis pressure power component that axis of the invention presses loaded member.
Fig. 5 is the structural schematic diagram of confining pressure loaded member of the invention.
Fig. 6 is the overlooking structure diagram of the confining pressure half module of confining pressure loaded member of the invention.
Fig. 7 is the structural schematic diagram of the infrared detector of mechanism for monitoring of the invention.
Fig. 8 is the structural schematic diagram at another visual angle that wellbore aquation of the invention deforms infrared monitoring device.
Drawing reference numeral explanation: 1, outer barrel；11, inner cavity is sealed；12, outer cylinder ontology；121, upper connecting flange；13, laxative remedy
Blue disk；131, outer rim；14, top cover；15, pedestal；16, bolt；17, bolt；18, it perforates；19, gag lever post；2, loading mechanism；
21, axis presses loaded member；211, ontology is loaded；2111, load bar；2112, loading blocks；2113, axial dottle pin；2114, axis pressure adds
Heat coil；2115, first pressure sensor；2116, recess space；212, axis pressure power component；2121, support base；2122, it passes
Moving axis；2123, driving rack；2124, transmission gear；2125, bearing；2126, gear inner cylinder；22, confining pressure loaded member；221, it encloses
Press half module；222, transmission parts；2221, drive rod；2222, drive bearing；2223, lead screw；223, confining pressure power part；
2231, worm screw；2232, dextrorotation worm gear；2233, derotation worm gear；2234, outer housing；2235, worm gear seat；2236, motor；224,
Confining pressure dottle pin；225, confining pressure heating coil；226, second pressure sensor；3, mechanism for monitoring；31, electrode；32, infrared monitoring
Device；321, vertical bar；322, radial bars；323, infrared distance measurement is popped one's head in；33, bearing base；4, rock core to be measured；41, eyelet；5, comprehensive
Close control system；51, data collector；52, processor；6, mechanism for filling liquid；61, liquid pool is sealed；62, catheter；63, motor-driven valve
Door；64, conduit；7, balance mechanism；71, support rod；72, pulley.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Embodiment one
As shown in Figure 1, the present invention provides a kind of wellbore aquations to deform infrared monitoring device, including outer barrel 1, load machine
Structure 2, mechanism for filling liquid 6 and mechanism for monitoring 3, in which: outer barrel 1 has sealing inner cavity 11；Loading mechanism 2 is arranged in the sealing
In chamber 11, the loading mechanism 2 has axis pressure loaded member 21 and confining pressure loaded member 22；Wherein, the confining pressure loaded member 22 has
Two confining pressure half modules 221 of setting can be opened and closed, two confining pressure half modules 221 are disposed around the periphery of rock core 4 to be measured, the axis pressure
Loaded member 21 can be axially movably arranged at the upper end of the rock core to be measured 4；Mechanism for filling liquid 6 has sealing liquid pool 61 and catheter
62, the sealing liquid pool 61 is connected to the top of the outer barrel 1, one end of the catheter 62 and 61 phase of sealing liquid pool
Even, the other end can protrude into the rock core to be measured 4；Mechanism for monitoring 3 has electrode 31 and infrared detector 32, the electrode 31
The top of the eyelet 41 of the rock core to be measured 4 is set, and the eyelet 41 of the rock core to be measured 4 is arranged in the infrared detector 32
It is interior.
Wellbore aquation of the invention deforms infrared monitoring device, is simple and efficient, can carry out experiment survey to large scale rock core
Examination, it is 6 inches, 8 inches or 12.25 inches etc. which, which may be, for example, diameter, and height is about 1.5~2 times of diameter
Tubular rock core 4 to be measured, in the present embodiment, the rock core 4 to be measured substantially be in cylindrical, having a size of φ 2.54 ×
5cm, the present invention can the deformation of eyelet to large scale rock core under the conditions of soaked carry out real time monitoring and analyzing, with into one
The distribution of Deformation Reasons and hole-size elongation of the wellbore of 4 place block of rock core to be measured in step clearly experiment under the conditions of soaked
Rule.
Specifically, outer barrel 1 is substantially in cylinder barrel shaped, with outer cylinder ontology 12, the lower end of outer cylinder ontology 12, which seals, to be connected
It is connected to lower flange 13, the upper end of outer cylinder ontology 12 is sealedly connected with top cover 14, by top cover 14, outer cylinder ontology 12 and lower flange
The outer barrel 1 of 13 compositions is formed with sealing inner cavity 11.In the present embodiment, upper company is formed in the upper end outer rim of outer cylinder ontology 12
Acting flange 121, top cover 14 are connected by multiple bolts 16 with upper connecting flange 121；The outer diameter of lower flange 13 is greater than outer cylinder sheet
The outer diameter of body 12, the outer rim 131 beyond outer cylinder ontology 12 can be realized for outer barrel 1 to be connected to by multiple bolts 17 to be located at
Purpose on the pedestal 15 of 1 lower section of outer barrel.In the present embodiment, the quantity of those bolts 16 and those bolts 17 may respectively be
4,8 or more, multiple bolts 16 and circumferencial direction of the multiple bolts 17 respectively along top cover 14 and lower flange 13 are equal
Even and interval setting.
The loading mechanism 2 is arranged in the sealing inner cavity 11 of outer barrel 1, which is used to apply rock core 4 to be measured
Loading force, to meet requirement of experiment.The loading mechanism 2 has axis pressure loaded member 21 and confining pressure loaded member 22.
Axis pressure loaded member 21 can be axially movably arranged at the upper end of the rock core to be measured 4, be used for rock core 4 to be measured
Apply axial loading force.
Specifically, the load ontology 211 has load as shown in Fig. 2, axis pressure loaded member 21 includes load ontology 211
Bar 2111 and the loading blocks 2112 being connected with load bar 2111, the lower end surface of the loading blocks 2112 are connected with axial dottle pin 2113,
Axis pressure heating coil 2114 is folded between the axial direction dottle pin 2113 and loading blocks 2112.In the present embodiment, the loading blocks
2112 substantially hemispherical shapes, can also be used other shapes, herein with no restrictions certainly；Load bar 2111 is substantially in cylindrical body
Shape, screw thread or welded connecting are in the upper end of loading blocks 2112；Axial dottle pin 2113 has certain thickness, uses easily-deformable
Metal material be made, such as perhaps the axial direction dottle pin 2113 can also be heatproof plastic pipe or the axial direction dottle pin to sheet lead etc.
2113 can also be the soft bag of internal filling fine sand grain or oil resistant, and herein with no restrictions, which can be true
The upper surface uniform stressed for protecting rock core 4 to be measured is avoided because of the lower end surface of 4 surface irregularity of rock core to be measured or loading blocks 2112 injustice
The whole upper surface discontinuity for leading to rock core 4 to be measured；Axis pressure heating coil 2114, which is uniformly laid with, is fixed on loading blocks 2112
On bottom face, namely it is located between loading blocks 2112 and axial dottle pin 2113, axis pressure heating coil 2114 upon power-up can
Enough fevers are heated with the rock core to be measured 4 to axial dottle pin 2113 and internal package.
Further, first pressure sensor 2115 is embedded in the axial direction dottle pin 2113.The first pressure sensor
2115 are embedded at the lower end surface of axial dottle pin 2113, under the lower end surface of the first pressure sensor 2115 and axial dottle pin 2113
End face is concordant, can monitor the pressure size of axis suffered by the upper surface of rock core 4 to be measured.
As shown in Figure 3 and Figure 4, axis pressure loaded member 21 further includes axial direction of the energy drive load ontology 211 along rock core 4 to be measured
Mobile axis pressure power component 212, the axis pressure power component 212 include support base 2121, transmission shaft 2122 and driving rack
2123, in which: support base 2121 is fixedly connected on the top of outer barrel 1；One end of transmission shaft 2122 is threaded through branch with being able to rotate
It supports in seat 2121, the other end is socketed with transmission gear 2124；Driving rack 2123 can be axially movably arranged at support base
On 2121, which can be sequentially connected with transmission gear 2124, which is connected to load bar 2111
It is pierced by the end of outer barrel 1.
Specifically, being equipped with bearing 2125 in support base 2121, one end of transmission shaft 2122 is arranged in bearing 2125, is driven
Axis 2122 and 2125 inner ring of bearing are fitted close, and 2125 outer ring of bearing is fixed on support base 2121, transmission shaft 2122 it is another
End cap is connected to transmission gear 2124, and the right end side of the transmission gear 2124 is connected with gear inner cylinder 2126, the gear inner cylinder
2126 internal diameter is identical as the inner ring internal diameter of transmission gear 2124, and the outer diameter of the gear inner cylinder 2126 is less than transmission gear 2124
Diameter；The inner ring and gear inner cylinder 2126 of transmission shaft 2122 and transmission gear 2124 are fitted close.Driving rack 2123 and transmission
Gear 2124 engages, and can be movably set on support base 2121, which is fixedly linked with load bar 2111.It passes
Moving axis 2122 driven by the motor with 2125 inner ring synchronous rotary of bearing, while with 2124 synchronous rotary of nutating gear, and
The driving rack 2123 engaged with transmission gear 2124 is under the drive of the transmission gear 2124 of rotation, along on support base 2121
Lower movement, moving direction is identical as the axis direction of outer barrel 1, and driving rack 2123 is on support base 2121 in limited shape
State can only move, along vertical direction without sidesway occurs in the horizontal direction.
The confining pressure loaded member 22 is for applying circumferential loading force to rock core 4 to be measured.The confining pressure loaded member 22 has and can open and close
Two confining pressure half modules 221 being arranged, two confining pressure half modules 221 are disposed around the periphery of rock core 4 to be measured.
Specifically, as shown in Figure 5 and Figure 6, which is substantially in semi-toroidal shape, two confining pressure half modules 221 are right
It is buckled together to form complete circle, to cooperate with tubular rock core 4 to be measured, certainly in other examples, root
According to the outer shape of rock core 4 to be measured, which is also designed to other shapes, encloses rock core 4 to be measured as long as being able to achieve
If getting up and providing circumferential loading force to rock core 4 to be measured, the shape of confining pressure half module 221 is not limited herein.
In the present invention, the inside of two confining pressure half modules 221 is respectively connected with confining pressure dottle pin 224, the confining pressure dottle pin 224 with enclose
Confining pressure heating coil 225 is folded between pressure half module 221.In the present embodiment, which has certain thickness,
It uses easily-deformable metal material to be made, for example, sheet lead etc. perhaps the confining pressure dottle pin 224 can also for heatproof plastic pipe or
The confining pressure dottle pin 224 can also be the soft bag of internal filling fine sand grain or oil resistant, herein with no restrictions, the confining pressure dottle pin
224 may insure the periphery wall surface uniform stressed of rock core 4 to be measured, avoid because of 4 surface irregularity of rock core to be measured or confining pressure half module 221
Medial surface out-of-flatness lead to the peripheral wall surfaces discontinuity of rock core 4 to be measured.
In the present invention, second pressure sensor 226 is embedded in confining pressure dottle pin 224, the second pressure sensor 226
It is embedded in the inner face of confining pressure dottle pin 224, the end face of the second pressure sensor 226 is flushed with the inner face of confining pressure dottle pin 224,
To monitor confining pressure size suffered by the peripheral wall surfaces of rock core 4 to be measured.The confining pressure heating coil 225, which is uniformly laid with, is fixed on confining pressure half
On the inner sidewall of mould 221, namely between confining pressure half module 221 and confining pressure dottle pin 224, which is being powered
It can generate heat, be heated with the rock core to be measured 4 to confining pressure dottle pin 224 and internal package later.
Further, in the present invention, which further includes transmission parts 222 and confining pressure power part 223；
Wherein, which includes two drive rods 2221, and one end of the drive rod 2221 is connected to the outer of confining pressure half module 221
On wall, the other end of the drive rod 2221 has been rotatably coupled lead screw 2223 by drive bearing 2222；The confining pressure power part
Part 223 includes the dextrorotation worm gear 2232 and derotation worm gear 2233 of worm screw 2231 and transmission connection on worm screw 2231, two transmissions
Two lead screws 2223 on bar 2221 are worn respectively to be connected in dextrorotation worm gear 2232 and derotation worm gear 2233.
Each drive rod 2221 of the transmission parts 222 is substantially in U-shape shape, and one end of the drive rod 2221, which is welded, to be connected
Connect on the outer wall of confining pressure half module 221, the inner ring of the other end and drive bearing 2222 is fitted close, one end of lead screw 2223 with
The outer ring of drive bearing 2222 is welded, and the other end and dextrorotation worm gear 2232 or derotation worm gear 2233 are sequentially connected.
The confining pressure power part 223 has outer housing 2234, and outer housing 2234 is mounted on the bottom of outer barrel 1, the shell
There are two worm gear seats 2235 for upper end connection in body 2234, wherein worm screw 2231 is threaded through in outer housing 2234, is pierced by shell
One end of body 2234 is connected with motor 2236, passes through bearing (in figure not respectively between the both ends and outer housing 2234 of worm screw 2231
Show) it is fixedly connected, to reduce its rotary resistance；Dextrorotation worm gear 2232 and derotation worm gear 2233 are located at two worm gear seats
In 2235, the two is in the position of horizontal parallel and is located at the top of worm screw 2231 and is intermeshed with worm screw 2231, worm screw
2231 rotate under the drive of motor 2236, and dextrorotation worm gear 2232 and derotation worm gear 2233 is driven to rotate.In the present invention, just
The inner ring of rotation worm gear 2232 is connected through a screw thread corresponding lead screw 2223 with the inner ring of derotation worm gear 2233 respectively, so that two
A lead screw 2223 in the case where the rotation of dextrorotation worm gear 2232 and derotation worm gear 2233 drives, can opposite shell body 2234 move horizontally
Setting.In the present embodiment, one end of two lead screws 2223 is located in outer housing 2234, and the other end is located at outer housing 2234
Outside.
In embodiments of the present invention, as shown in Figure 1, the barrel of outer barrel 1 is equipped with two perforation diametrically
18, as shown in figure 5, being connected separately with gag lever post 19 on two drive rods 2221, which can seal and be threaded through perforation 18
In.Specifically, gag lever post 19 is threadedly attached in the outside of drive rod 2221, the two sides and lower end surface in perforation 18 can be equipped with
Roller (not shown), roller can roll at perforation 18, but its activity space is limited to perforation 18, and the effect of roller is main
It is the drag size reduced when gag lever post 19 moves in the horizontal direction, to reduce two confining pressure half modules of confining pressure loaded member 22
221 resistance when moving in the horizontal direction.
As shown in Figure 1, the sealing liquid pool 61 of the mechanism for filling liquid 6 is fixedly connected on the top cover 14 of outer barrel 1, the catheter
62 one end is connected by electrically operated valve 63, conduit 64 with sealing liquid pool 61, and the other end can protrude into rock core 4 to be measured.At this
In invention, in load bar 2111 and loading blocks 2112, the one end for being pierced by loading blocks 2112 can be protruded into for the catheter 62 setting
In the eyelet 41 of rock core 4 to be measured.The mechanism for filling liquid 6 is for injecting fluid into the eyelet 41 of rock core 4 to be measured, to simulate rock to be measured
The soaked condition of the heart 4.
Mechanism for monitoring 3 has electrode 31 and infrared detector 32, which is arranged in the upper of the eyelet 41 of rock core 4 to be measured
Side, the infrared detector 32 are arranged in the eyelet 41 of rock core 4 to be measured.
In the present invention, if there are two electrode 31, two electrodes 31, which insulate, is connected to the lower end of axis pressure loaded member 21, namely
It is connected to the lower end of the loading blocks 2112 of axis pressure loaded member 21, the middle part of the axial direction dottle pin 2113 is formed with recess space 2116,
To accommodate two electrodes 31, when axis pressure loaded member 21 is pressed on the upper surface of rock core 4 to be measured, two lucky positions of electrode 31
Right above the eyelet 41 of rock core 4 to be measured.The electrode 31 is used to monitor the liquid level in the eyelet 41 of rock core 4 to be measured.In work
Two electrodes 31 lead to weak current when making, when the fluid in the eyelet 41 of rock core 4 to be measured floods two electrodes 31, two electrodes
31 are powered, and power on signal can be transmitted to complex control system 5, to control the closing of electrically operated valve 63, and work as rock core 4 to be measured
Eyelet 41 in fluid level be lower than two electrodes 31 when, two electrodes 31 are not connected to, and disconnected signal can be transmitted to
Complex control system 5, to control the unlatching of electrically operated valve 63, until the fluid being passed through in eyelet 41 just floods two electrodes
31。
In the present invention, as shown in fig. 7, the mechanism for monitoring 3 has bearing base 33, the bearing base 33 is mountable to be enclosed
On the outer housing 2234 of pressure power component 223, the bearing base 33 is substantially in disk form, is equipped with hollow groove among it；?
In the present embodiment, infrared detector 32 has vertical bar 321 and is connected to the radial bars 322 of 321 upper end of vertical bar, the radial bars
Infrared distance measurement probe 323 is movably coupled on 322, which is threaded through in the eyelet 41 of rock core 4 to be measured, this is red
Outer range finding probe 323 is located at the upper end of eyelet 41.The lower end of the vertical bar 321 is connected in the groove of bearing base 33, this is perpendicular
It is connected through a screw thread between the upper end and radial bars 322 of straight-bar 321 in order to install.
In the present invention, there is driving device inside bearing base 33, can be used for driving the vertical bar 321 of infrared detector 32
The infrared distance measurement probe 323 of rotation, infrared detector 32 can be along eyelet 41 weeks of rock core 4 to be measured under the driving of vertical bar 321
To rotation, while infrared distance measurement probe 323 can move horizontally in radial bars 322 along the radial direction of rock core to be measured, at this
In embodiment, the initial point position of infrared distance measurement probe 323 is close to the upper end inner sidewall of eyelet 41, by initial measuring point edge
The axial direction transmitting infrared ray of eyelet 41 is used for ranging, when distance measurement value is less than the height of eyelet 41, infrared distance measurement probe
323 along eyelet 41 radial direction move until distance measurement value be equal to eyelet 41 height；When distance measurement value is equal to 41 height of eyelet,
Infrared distance measurement probe 323 rotates under the driving of vertical bar 321 along the circumferential direction of eyelet 41 at this time.
According to embodiment of the present invention, which further includes complex control system
5 comprising data collector 51 and processor 52, the information data which is used to be collected into data collector 51 into
Row analysis, and motor etc. is operated, while the data that recording and displaying monitors.
Specifically, the electric signal of the electrode 31 can be transmitted to complex control system 5, to control the unlatching of electrically operated valve 63
Or it closes.The electric signal of the infrared detector 32 can be transmitted to complex control system 5, so that the eyelet 41 to rock core 4 to be measured becomes
Shape situation carries out real-time monitoring.The complex control system 5 can also control the motor of motor 2236 and control transmission shaft 2122
System, so as to going on smoothly for experiment.
As shown in figure 8, wellbore aquation deformation infrared monitoring device also has balance mechanism 7, which has diameter
To two support rods 71 for being oppositely arranged on two confining pressure half modules, 221 outside, one end of the support rod 71 is rotatably connected to
On confining pressure half module 221, the other end of the support rod 71 is connected with pulley 72.The balance mechanism 7 can guarantee confining pressure loaded member 22
Equilibrium state will not tilt.
The monitoring method that the wellbore aquation deforms infrared monitoring device is as follows:
Step S1: laying down multiple bolts 16 for fixing top cover 14 and removes top cover 14, and hanging internal machined has hole
Center in the rock core to be measured 4 to outer barrel 1 of eye 41, the depth of record eyelet 41 are H0, and the diameter of eyelet 41 is R0；
Step S2: connecting infrared detector 32 and adjusts the initial position of the infrared distance measurement probe 323 of infrared detector 32
To H=H0；
Step S3: the top cover 14 for connecting pipeline is sat to the upper end for being placed on outer barrel 1, and is consolidated using multiple bolts 16
It is fixed to be tightly connected；
Step S4: connection complex control system 5, setting shaft pressure value, confining pressure value and temperature condition open mechanism for filling liquid 6
Electrically operated valve 63, injects fluid into the eyelet 41 of rock core 4 to be measured, and the level of setting infrared distance measurement probe 323 rotates in a circumferential direction speed
Rate, making it with given pace rotation and real-time monitoring record measuring point, (catch point namely 41 inner wall of eyelet deform to catch point
Location point) distance H1；
Step S5: the motor of starting axis pressure loaded member 21 and the motor 2236 of confining pressure loaded member 22 open axis and press heater wire
The power supply of circle 2114 and confining pressure heating coil 225 makes axis pressure loaded member 21 and confining pressure loaded member 22 to the rock to be measured in outer barrel 1
The heart 4, which synchronizes, to pressurize, until pressure value reaches setting value, and maintains axis pressure and confining pressure to setting duration, and axis presses heater wire
Rock core 4 to be measured is heated in circle 2114 and the start-up operation of confining pressure heating coil 225；
Step S6: as the distance H1=H0 of monitoring, infrared distance measurement probe 323 under the drive of vertical bar 321 circumferentially
Rotation, at the same obtain H2, H3 ... Hn, until the infrared distance measurement probe of the infrared detector 32 is 323 radially when Hn is less than H0
Bar 322 is slided to the axis direction of rock core 4 to be measured until measuring H=H0, monitoring and recording infrared distance measurement probe 323 in radial bars
Moving displacement W on 322 resets higher axis pressure and confining pressure according to step S4 and step S5, continues pressurization experiment
And maintain pressure to setting duration；
Step S7: when infrared distance measurement probe 323 measures H value less than H0, illustrating that undergauge has occurred for eyelet 41, this moment infrared
Range finding probe 323 is by moving simultaneously real-time monitoring H value to the axis direction of rock core 4 to be measured in radial bars 322, until H=H0,
Undergauge feelings of the infrared distance measurement probe 323 inside the eyelet 41 that the moving displacement in radial bars 322 reflects rock core 4 to be measured
Condition.
Wellbore aquation of the invention deforms infrared monitoring device, can solve oil/gas drilling especially ocean Shallow Oil-Gas drilling well
The indefinite problem of Deformation Reasons of wellbore under the conditions of soaked.The present invention can carry out the experiment of machanics of large scale rock core, can
Simulate high-temperature stratum (such as temperature is greater than 150 degrees Celsius of stratum)；Stratum and well when can really simulate practical drilling
Eye condition, experimental result is closer to live practical；The present invention carries out pressure-loaded using worm and gear and rack-and-pinion, can be real
The accuracy controlling of existing on-load pressure；The experiment condition of the device of the invention is safely controllable, avoids high in hydraulic oil loading method
The risk of fluid leakage is pressed, structure is simpler, and it is low in cost, it is easy to use.
Embodiment two
As shown in Figures 1 to 8, it is infrared using the deformation of wellbore aquation described in embodiment one that the present invention also provides a kind of
The monitoring method of monitoring device, the wellbore aquation have deformed the specific structure of infrared monitoring device, working principle and beneficial effect
It illustrates in embodiment 1, details are not described herein, and the monitoring method includes the following steps:
Step S1: rock core 4 to be measured is placed in outer barrel 1, records the initial depth of the eyelet 41 of the rock core to be measured 4
H0 and initial diameter R0 adjusts the initial position of the infrared detector 32 of mechanism for monitoring 3 to H=H0, and sets the infrared prison
Survey the speed that rotates in a circumferential direction of device 32；
Step S2: injecting fluid into the rock core 4 to be measured by mechanism for filling liquid 6, then passes through the axis pressure of loading mechanism 2
Loaded member 21 and confining pressure loaded member 22 apply axis pressure and confining pressure to the rock core 4 to be measured；
Step S3: the location point to be deformed by the eyelet that the infrared detector records measuring point to the rock core to be measured
The distance between H1；
Step S4: as distance H1=H0, the infrared detector continue it is circumferentially rotatable, while obtain H2, H3 ...
Hn, until judging that undergauge has occurred for the eyelet of the rock core to be measured when Hn is less than H0；
Step S5: the infrared detector is radially slided to the axis direction of the rock core to be measured until measuring H1=
H0 is monitored and is recorded the infrared detector displacement W, repeating said steps S2 to the step S5 mobile in radial direction.
Wellbore aquation of the invention deforms infrared monitoring method, can solve oil/gas drilling especially ocean Shallow Oil-Gas drilling well
The indefinite problem of Deformation Reasons of wellbore under the conditions of soaked.The present invention can carry out the experiment of machanics of large scale rock core, can
Simulate high-temperature stratum (such as temperature is greater than 150 degrees Celsius of stratum)；Stratum and well when can really simulate practical drilling
Eye condition, experimental result is closer to live practical.
The foregoing is merely several embodiments of the present invention, and those skilled in the art is according to application documents disclosure
Various changes or modifications can be carried out without departing from the spirit and scope of the present invention to the embodiment of the present invention.
Claims (13)
1. a kind of wellbore aquation deforms infrared monitoring device characterized by comprising
Outer barrel has sealing inner cavity；
Loading mechanism is arranged in the sealing inner cavity, and the loading mechanism has axis pressure loaded member and confining pressure loaded member；Its
In, the confining pressure loaded member has the two confining pressure half modules that can open and close setting, and two confining pressure half modules are disposed around rock core to be measured
Periphery, axis pressure loaded member can be axially movably arranged at the upper end of the rock core to be measured；
Mechanism for filling liquid, has sealing liquid pool and catheter, and the sealing liquid pool is connected to the top of the outer barrel, the drain
One end of pipe is connected with the sealing liquid pool, and the other end can protrude into the rock core to be measured；
Mechanism for monitoring has electrode and infrared detector, and the electrode is arranged in above the eyelet of the rock core to be measured, described red
The hole that the rock core to be measured is arranged in external monitor device is intraocular.
2. wellbore aquation as described in claim 1 deforms infrared monitoring device, which is characterized in that the axis pressure loaded member includes
Load ontology, the loading blocks that the load ontology has load bar and is connected with the load bar, the lower end surface of the loading blocks
It is connected with axial dottle pin, axis pressure heating coil is folded between the axial direction dottle pin and the loading blocks.
3. wellbore aquation as claimed in claim 2 deforms infrared monitoring device, which is characterized in that be embedded in the axial direction dottle pin
There is first pressure sensor.
4. wellbore aquation as claimed in claim 2 or claim 3 deforms infrared monitoring device, which is characterized in that the axis presses loaded member
It further include the axis pressure power component that can drive axial movement of the load ontology along the rock core to be measured, axis pressure power portion
Part includes:
Support base is fixedly connected on the top of the outer barrel；
Transmission shaft, one end are threaded through in the support base with being able to rotate, and the other end is socketed with transmission gear；
Driving rack can be axially movably arranged on the support base, and the driving rack can be driven with the transmission gear
Connection, the driving rack are connected to the load bar and are pierced by the end of the outer barrel.
5. wellbore aquation as claimed in claim 2 deforms infrared monitoring device, which is characterized in that the infrared detector has
Vertical bar and the radial bars for being connected to the vertical bar upper end have been movably coupled to infrared distance measurement probe in the radial bars,
The hole that the vertical bar is threaded through the rock core to be measured is intraocular, and the infrared distance measurement probe is located at the upper end of the eyelet.
6. wellbore aquation as claimed in claim 5 deforms infrared monitoring device, which is characterized in that the mechanism for monitoring, which has, to be held
Pedestal is carried, the loading mechanism and the rock core to be measured are placed on the bearing base, and the bearing base has mounting groove,
The lower end of the vertical bar of the infrared detector is connected in the mounting groove.
7. wellbore aquation as described in claim 1 deforms infrared monitoring device, which is characterized in that the confining pressure loaded member includes
Transmission parts and confining pressure power part；Wherein,
The transmission parts include two drive rods, and one end of the drive rod is connected on the outer wall of the confining pressure half module, institute
The other end for stating drive rod has been rotatably coupled lead screw by drive bearing；
The confining pressure power part includes the dextrorotation worm gear and derotation worm gear of worm screw and transmission connection on the worm screw, two institutes
It states two on drive rod lead screws and wears respectively and be connected in the dextrorotation worm gear and the derotation worm gear.
8. wellbore aquation as claimed in claim 7 deforms infrared monitoring device, which is characterized in that on the barrel of the outer barrel
Equipped with two perforation diametrically, it is connected separately with gag lever post on two drive rods, the gag lever post can be threaded through institute
It states in perforation.
9. the wellbore aquation as described in claim 1 or 7 or 8 deforms infrared monitoring device, which is characterized in that the confining pressure load
Part has two support rods being diametrically arranged on the outside of two confining pressure half modules, and one end of the support rod is rotationally
It is connected on the confining pressure half module, the other end of the support rod is connected with pulley.
10. wellbore aquation as described in claim 1 deforms infrared monitoring device, which is characterized in that two confining pressure half modules
Inside be respectively connected with confining pressure dottle pin, be folded with confining pressure heating coil between the confining pressure dottle pin and the confining pressure half module.
11. wellbore aquation as claimed in claim 10 deforms infrared monitoring device, which is characterized in that the confining pressure dottle pin is embedded
Equipped with second pressure sensor.
12. wellbore aquation as described in claim 1 deforms infrared monitoring device, which is characterized in that the electrode is connected to institute
State the lower end of axis pressure loaded member.
13. a kind of monitoring side using the wellbore aquation deformation infrared monitoring device as described in any one of claim 1~12
Method, which is characterized in that the monitoring method includes the following steps:
Step S1: rock core to be measured is placed in outer barrel, records the initial depth H0 of the eyelet of the rock core to be measured and initial
Diameter R0 adjusts the initial position of the infrared detector of mechanism for monitoring to H=H0, and sets the circumferential rotation of the infrared detector
Rotary speed；
Step S2: injecting fluid into the rock core to be measured by mechanism for filling liquid, then presses loaded member by the axis of loading mechanism
Axis pressure and confining pressure are applied to the rock core to be measured with confining pressure loaded member；
Step S3: between the location point to be deformed by the eyelet that the infrared detector records measuring point to the rock core to be measured
Distance H1；
Step S4: as distance H1=H0, the infrared detector continue it is circumferentially rotatable, while obtain H2, H3 ... Hn, directly
When being less than H0 to Hn, judge that undergauge has occurred for the eyelet of the rock core to be measured；
Step S5: the infrared detector is radially slided to the axis direction of the rock core to be measured up to measuring H1=H0, is supervised
It surveys and records the infrared detector displacement W, repeating said steps S2 to the step S5 mobile in radial direction.
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| CN201910156013.0A CN109736778B (en) | 2019-03-01 | 2019-03-01 | Infrared monitoring device and method for hydration deformation of well bore |
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