CN201795965U - Rock experiment device - Google Patents
Rock experiment device Download PDFInfo
- Publication number
- CN201795965U CN201795965U CN2010205264681U CN201020526468U CN201795965U CN 201795965 U CN201795965 U CN 201795965U CN 2010205264681 U CN2010205264681 U CN 2010205264681U CN 201020526468 U CN201020526468 U CN 201020526468U CN 201795965 U CN201795965 U CN 201795965U
- Authority
- CN
- China
- Prior art keywords
- pressure
- hole
- probe
- last
- pressure pad
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The utility model discloses a rock experiment device, which comprises an axial displacement sensor, a radial displacement sensor and an experiment cavity, wherein the experiment cavity is provided with a high-pressure liquid inlet (30) and a high-pressure liquid outlet (32); the high-pressure liquid inlet (30) is communicated with a high-pressure pump (1) through a high-pressure liquid inlet pipe (8); the high-pressure liquid outlet (32) is communicated with a liquid storage tank (3) through a high-pressure liquid outlet pipe (7); the high-pressure pump (1) is communicated with the liquid in the liquid storage tank (3) through a liquid guide pipe (2); the liquid storage tank (3) is provided with an electric heating pipe (4); the experiment cavity consists of a lower pressure pad (12), a lower cover (13), a barrel (28), an upper cover (16) and an upper pressure pad (25); and an annular groove (39) is formed in the cavity of the upper cover (16), and the upper cover (16) of the corresponding annular groove (39) is provided with a low-pressure liquid outlet (31). The rock experiment device has the characteristics of low temperature fluctuation, high measurement precision and simple structure, and is convenient to assemble and disassemble.
Description
Technical field
The utility model relates to a kind of high temperature and high voltage experimental device, relates in particular to a kind of high temperature and high voltage experimental device that is used for the creep of rock experiment.
Background technology
The rock experimental provision is a kind of being installed on the creep testing machine, is used for the experimental provision that simulation rock is out of shape under high temperature and high pressure environment.This device provides a kind of and keeps tested rock sample accurately to measure the creep parameters of rock in the experimental situation of constant temperature, constant voltage, constant force for a long time, as axial displacement and radial displacement, can depict displacement and time relation curve simultaneously.The rock experimental provision is applied to research fields such as tunnelling, mining, geological research and geothermal applications.But existing experimental provision is at experimental provision outside surface dress electromagnetic heater or uses electric heater for heating in experimental provision, because of heated liquid in the experimental provision chamber less, temperature fluctuation is bigger, the simulated environment of constant temperature can not be provided, while existing apparatus complex structure, volume is big, Heavy Weight, and giving dismounting and changing rock sample has increased difficulty.As shown in Figure 5, the stress surface of hardware can produce distortion after stressed, can produce warpage stressed district outside, if length measured at micron (μ m) grade, then buckling deformation must be taken into account.As shown in Figure 6, the measurement point of existing experimental provision shaft position sensor 53 is placed on the warped surface, and measurement mechanism can produce crooked and produce the axial displacement error.Simultaneously, the upperpush rod of existing apparatus and loam cake gap are little, and adopt O-ring seal to seal, in order to seal the liquid of elevated pressures, O-ring seal magnitude of interference value is all bigger, and there is following problem in this encapsulating method: since upperpush rod to move axially speed very little, the friction that produces is a static friction, flexible because of sealing ring material again, so O-ring seal is uncertain to the fricative axial resistance error of upperpush rod, this encapsulating method can produce bigger measuring error when measuring axial force.
Summary of the invention
The technical problems to be solved in the utility model is: for overcoming the shortcoming and defect of existing rock experimental provision, provide a kind of temperature fluctuation little, and the measuring accuracy height, simple in structure, the rock experimental provision of easy accessibility.
The technical scheme that the utility model solves the problems of the technologies described above is:
A kind of rock experimental provision, comprise shaft position sensor, radial displacement transducer, experiment chamber, the experiment chamber is provided with high pressure inlet, high pressure liquid outlet, the high pressure inlet is communicated with high-pressure pump by the high pressure feed tube, the high pressure liquid outlet is communicated with fluid reservoir by the high pressure drain pipe, high-pressure pump is by the fluid connection in liquid guiding tube and the fluid reservoir, and fluid reservoir is provided with electric heating tube.
As improvement, shaft position sensor comprises shaft position sensor and following axial displacement transducer, the experiment chamber is by following pressure pad, lower cover, cylindrical shell, loam cake and last pressure pad are formed, loam cake and lower cover lay respectively at cylindrical shell on, following two ends also are fixed together with cylindrical shell, last cover cavity is equipped with upperpush rod and last pressure pad, upperpush rod is positioned at the top of pressure pad, upperpush rod vertically is provided with through hole, last pressure pad vertically is provided with blind hole, the through hole that upperpush rod is provided with is corresponding with the blind hole that last pressure pad is provided with, the through hole that upperpush rod is passed in the bottom of last probe vertical rod arrives the blind-hole bottom of going up pressure pad, the upper end of last probe vertical rod is equipped with the probe stage clip, the top of last probe vertical rod is connected with an end of last probe crossbeam, and the probe of last shaft position sensor withstands on the other end of probe crossbeam; Following pressure pad is positioned at the upper end of lower cover, lower cover vertically is provided with through hole, following pressure pad vertically is provided with blind hole, the through hole that is covered with is corresponding with the blind hole that following pressure pad is provided with down, the through hole that the top of vertical rod passes lower cover of popping one's head in down arrives the blind hole top of pressure pad down, pop one's head in the down lower end of vertical rod is equipped with down the probe stage clip, and the bottom of following probe vertical rod is connected with an end of probe crossbeam down, and the probe of following axial displacement transducer withstands on down the other end of the crossbeam of popping one's head in.
As improvement, leave the gap between described upperpush rod and the loam cake, the inner chamber that is positioned at loam cake is provided with ring groove, is covered with the low pressure liquid outlet on the corresponding ring groove, and the low pressure liquid outlet communicates with fluid reservoir by the normal pressure drain mast.
As improvement, the through hole of upperpush rod and between the probe vertical rod, and be provided with axle sleeve between the vertical rod with popping one's head in down in the blind hole of the through hole of lower cover, base.
Technique effect of the present utility model is: the utility model rock experimental provision is to heat in outside the fluid reservoir, easy control of temperature, it is little to fluctuate, the highly pressurised liquid that high-pressure pump extrudes enters from the high pressure inlet in experiment chamber, be full of the experiment chamber, flow out from the high pressure liquid outlet, after regulating flow, variable valve finally returns in the liquid storage filling, liquid temperature under the effect of temperature control mechanisms such as electric heating tube in liquid storage is irritated remains in the scope of requirement of experiment, because the continuous circulation of liquid, the temperature and pressure of the tested rock sample in experiment chamber and the chamber just keeps constant, therefore, liquid in the experiment chamber forms circulation and supplies with the pressure and temperature good stability of liquid, the true environment of imitating the underground deep layer rock preferably.The utility model experimental provision also has simple in structure, the detachable mounted characteristics.The utility model axial displacement measuring point is a measuring point with the central point of section, rather than measurement point is placed on the warped surface, and therefore, the utility model measurement mechanism has can not produce the crooked and little advantage of axial displacement error.The utility model adopts the method for gap decompression, allow Clearance Flow between liquid runs down upperpush rod outside surface and the upper interior surface, enter then and be kept to low pressure (it is following to be controlled at 0.2MP) in the loam cake ring groove cavity, liquid in the ring groove finally returns liquid storage through the low pressure liquid outlet and irritates, under trystate, pressure and temperature in the experiment chamber are constant, then fluid flow and the flow velocity by the gap also is constant, thus, the axial force that is acted on the upperpush rod by the liquid flow in the gap also is constant, can accurately be measured in advance, again because the fluid pressure that flows in the ring groove through the gap is a low pressure, the rubber seal on ring groove top is under low pressure worked, low pressure liquid in the ring groove is very little to the pressure that rubber seal produces, rubber seal can only adopt together, and rubber seal can adopt less numerical value to the upperpush rod magnitude of interference, therefore rubber seal is very little to the fricative uncertain axial resistance error of upperpush rod, can be controlled in the measuring error scope of permission, simultaneously, the utility model is with on two high-precision sensors measurement test specimens, following two end faces, these two end faces are big with respect to in-plane displancement on zero point in creep test, the lower plane displacement is little, on, the difference of lower plane displacement is exactly the creep compliance of test specimen, therefore, the utility model can effectively be eliminated the interference of experimental provision to measurement data itself, the measuring accuracy height.
Description of drawings
Fig. 1 is the utility model rock experimental provision system schematic.
Fig. 2 is that the utility model rock experimental provision master looks cut-open view.
Fig. 3 is that cut-open view is looked on the utility model rock experimental provision left side.
Fig. 4 is the utility model rock experimental provision axial displacement measuring principle figure.
Fig. 5 is the stressed warpage synoptic diagram of structural member.
Fig. 6 is existing rock experimental provision determining displacement synoptic diagram.
Embodiment
The utility model describes in detail by drawings and Examples:
As shown in Figure 1 to Figure 3, a kind of rock experimental provision of the utility model, comprise shaft position sensor, radial displacement transducer, the experiment chamber, shaft position sensor comprises shaft position sensor 23 and following axial displacement transducer 24, last shaft position sensor 23 and following axial displacement transducer 24 are fixed on the sensor frame 27, sensor frame 27 is fixed on the cylindrical shell 28, radial displacement transducer 33 is 4, be used to measure radial displacement, these 4 sensors evenly distribute on tested rock 29 side circumference, and all radial displacement transducer probes all withstand on the tested rock 29.
The experiment chamber is by following pressure pad 12, lower cover 13, cylindrical shell 28, loam cake 16 and last pressure pad 25 are formed, loam cake 16 and lower cover 13 lay respectively at cylindrical shell 28 on, following two ends and with cylindrical shell 28 by bolt together, loam cake 16 inner chambers are equipped with upperpush rod 18 and last pressure pad 25, upperpush rod 18 is positioned at the top of pressure pad 25, upperpush rod 18 vertically is provided with through hole, last pressure pad 25 vertically is provided with blind hole, the through hole that upperpush rod 18 is provided with is corresponding and concentric with the blind hole that last pressure pad 25 is provided with, seaming chuck 19 is positioned at the upper end of upperpush rod 18 and fixes by screw thread and upperpush rod 18, the through hole that upperpush rod 18 is passed in the bottom of last probe vertical rod 26 arrives the blind-hole bottom of going up pressure pad 25, the upper end of last probe vertical rod 26 is equipped with probe stage clip 20, the other end that seaming chuck 19 will be gone up probe stage clip 20 limits, on pop one's head in stage clip 20 limit the conical lower portion that goes up probe vertical rod 26 and contact with the blind hole tapered bottom end of last pressure pad 25 all the time.The top of last probe vertical rod 26 is connected with an end of last probe crossbeam 22, and the probe of last shaft position sensor 23 withstands on the other end of probe crossbeam 22.Following pressure pad 12 is positioned at the upper end of lower cover 13, lower cover 13 vertically is provided with through hole, following pressure pad 12 vertically is provided with blind hole, the through hole that lower cover 13 is provided with is corresponding and concentric with the blind hole that following pressure pad 12 is provided with, the through hole that the conical top of vertical rod 36 of popping one's head in is down passed lower cover 13 arrives the blind hole tapered tip of pressure pad 12 down, lower cover 13 lower ends are provided with base 11, and base 11 is fixing by bolt and lower cover 13.Base 11 is provided with blind hole, and blind hole is equipped with down probe stage clip 54, and the top that following probe stage clip 54 limits probe vertical rod 36 down contacts with the blind-hole bottom of following pressure pad 12 all the time.The bottom of vertical rod 36 of popping one's head in down is connected with a following end of probe crossbeam 37, and the probe of following axial displacement transducer 24 withstands on down the other end of the crossbeam 37 of popping one's head in.Leave the gap between the inner circumferential surface of the external peripheral surface of described upperpush rod 18 and loam cake 16, the inner chamber that is positioned at loam cake 16 is provided with ring groove 39, the loam cake 16 of corresponding ring groove 39 is provided with low pressure liquid outlet 31, and low pressure liquid outlet 31 communicates with fluid reservoir 3 by low pressure drain mast 9, funnel 5.The experiment chamber is provided with high pressure inlet 30, high pressure liquid outlet 32, high pressure inlet 30 is communicated with high-pressure pump 1 by high pressure feed tube 8, high pressure liquid outlet 32 is communicated with fluid reservoir 3 by high pressure drain pipe 7, variable valve 6, high-pressure pump 1 is by the fluid connection in liquid guiding tube 2 and the fluid reservoir 3, fluid reservoir 3 is provided with electric heating tube 4, and electric heating tube 4 is used for liquid is heated.The through hole of upperpush rod 18 and between the probe vertical rod 26, and the blind hole of the through hole of lower cover 13, base 11 be provided with orienting sleeve 21 between the probe vertical rod 36 down, orienting sleeve 21 guarantee to go up pop one's head in vertical rod 26, the vertical rod 36 of popping one's head in can only be moved at axis direction down.Be provided with temperature sensor 14 and pressure transducer 15 in the experiment chamber.Be positioned at ring groove 39 upper ends, between loam cake 16 and the upperpush rod 18 rubber seal 17 be housed.Tested rock 29 is preset in the experiment chamber, contact with the lower plane of last pressure pad 25 and the last plane of following pressure pad 12, when testing machine 10 was used in masterpiece on the seaming chuck 19, the pressure of testing machine 10 acted on the tested rock 29 by seaming chuck 19, upperpush rod 18 and last pressure pad 25.The highly pressurised liquid that high-pressure pump 2 extrudes enters at the high pressure inlet 30 of experiment chamber one side, be full of the experiment chamber, flow out from the high pressure liquid outlet 32 of opposite side, after regulating flow, variable valve 6 finally returns in the fluid reservoir 3, liquid temperature under the effect of electric heating tube 4 temperature control mechanisms such as grade in the fluid reservoir 3 remains in the testing requirements scope, because the continuous circulation of liquid, the temperature and pressure of the tested rock 29 in experiment chamber and the chamber keep constant.Last shaft position sensor 23 and down axial displacement transducer 24 indicate the displacement of the last plane of tested rock 29 and lower plane respectively with respect to cylindrical shell 28, the difference of the displacement numerical value of last shaft position sensor 23 and following axial displacement transducer 24 demonstrations is exactly the axial creeping displacement of tested rock 29.This measuring method has been eliminated the measuring error that the elastic deformation amount superposeed that existing experimental provision itself causes because of axial force.
Gap numerical evaluation embodiment between the inside surface of the outside surface of upperpush rod 18 and loam cake 16:
Get: test specimen external diameter φ 50mm, height 100mm;
The diameter of bore φ 110mm of cylindrical shell 28, the height 120mm of experiment intracavity liquid;
Inner headed face gap between upperpush rod 18 peripheries and the loam cake 16 is 0.05mm;
Liquid flow gap length 140mm;
Liquid in the test cavity is No. 40 hydraulic oil, hydraulic pressure oil viscosity 0.015Pas in the time of 80 ℃;
High-pressure pump 1 output pressure 31.5MP, flow 200ml/s;
When flow of liquid behind the gap, the 0.1MP that reduces pressure of the liquid in the ring groove.
According to fluid mechanics principle, the computing formula of liquid flow is in the gap:
In the formula:
Qv: flow
H: gap=0.05mm
μ: viscosity=0.015Pas
L: gap length=140mm
D: upperpush rod 18 external diameter φ 60mm
Δ P: two ends, gap pressure reduction=31.5-0.1=31.4Mpa, get during calculating: Δ P=31.4 * 10
6Pa
Calculate: qv=29344mm
3/ s ≈ 30ml/s
Because the high-pressure pump maximum flow is 200ml/s, then the fluid flow that flows out through high pressure liquid outlet 32 can reach 170ml/s again.The diameter of bore φ 110mm of cylindrical shell 28, the height 120mm of experiment chamber liquid then tests intracavity liquid maximum volume 1140ml, the experiment intracavity liquid largest loop cycle 1140: 200=5.7 second/time.
As shown in Figure 4, the utility model rock experimental provision length travel measuring principle figure, the lower plane of tested rock 29 is Y1, last plane is Y2, the creep of pressure pad 12 makes the Y1 plane produce the deflection of Δ Y1 down in creep test, last plane Y2 has produced the deflection of Δ Y2, and the creep compliance of tested rock 29 is Δ Y
Then: Δ Y=Δ Y2-Δ Y1
Δ Y is exactly tested rock 29 creep compliance accurately.
The fluid pressure numerical value that the utility model is mentioned all is meant the difference with atmospheric pressure.
The utility model is that the embodiment that mentions with reference to the accompanying drawings is illustrated, and this is embodiment wherein, and those skilled in the art can obtain to inspire from present embodiment, is out of shape to obtain other embodiment.Therefore, protection domain of the present utility model should be determined according to the protection domain of claim.
Claims (4)
1. rock experimental provision, comprise shaft position sensor, radial displacement transducer, experiment chamber, it is characterized in that: the experiment chamber is provided with high pressure inlet (30), high pressure liquid outlet (32), high pressure inlet (30) is communicated with high-pressure pump (1) by high pressure feed tube (8), high pressure liquid outlet (32) is communicated with fluid reservoir (3) by high pressure drain pipe (7), high-pressure pump (1) is by the fluid connection in liquid guiding tube (2) and the fluid reservoir (3), and fluid reservoir (3) is provided with electric heating tube (4).
2. according to claim 1 described a kind of rock experimental provision, it is characterized in that: described shaft position sensor comprises shaft position sensor (23) and following axial displacement transducer (24), the experiment chamber is by following pressure pad (12), lower cover (13), cylindrical shell (28), loam cake (16) and last pressure pad (25) are formed, loam cake (16) and lower cover (13) lay respectively at cylindrical shell (28) on, following two ends are also fixing with cylindrical shell (28), loam cake (16) inner chamber is equipped with upperpush rod (18) and last pressure pad (25), upperpush rod (18) is positioned at the top of pressure pad (25), upperpush rod (18) vertically is provided with through hole, last pressure pad (25) vertically is provided with blind hole, the through hole that upperpush rod (18) is provided with is corresponding with the blind hole that last pressure pad (25) is provided with, the through hole that upperpush rod (18) is passed in the bottom of last probe vertical rod (26) arrives the blind-hole bottom of going up pressure pad (25), the upper end of last probe vertical rod (26) is equipped with probe stage clip (20), the top of last probe vertical rod (26) is connected with an end of last probe crossbeam (22), and the probe of last shaft position sensor (23) withstands on the other end of probe crossbeam (22); Following pressure pad (12) is positioned at the upper end of lower cover (13), lower cover (13) vertically is provided with through hole, following pressure pad (12) vertically is provided with blind hole, the through hole that lower cover (13) is provided with is corresponding with the blind hole that following pressure pad (12) is provided with, the through hole that the top of vertical rod (36) passes lower cover (13) of popping one's head in down arrives the blind hole top of pressure pad (12) down, pop one's head in the down lower end of vertical rod (36) is equipped with down probe stage clip (54), the bottom of vertical rod (36) of popping one's head in down is connected with a following end of probe crossbeam (37), and the probe of following axial displacement transducer (24) withstands on down the other end of the crossbeam (37) of popping one's head in.
3. according to claim 2 described a kind of rock experimental provisions, it is characterized in that: leave the gap between described upperpush rod (18) and the loam cake (16), the inner chamber that is positioned at loam cake (16) is provided with ring groove (39), the loam cake (16) of corresponding ring groove (39) is provided with low pressure liquid outlet (31), and low pressure liquid outlet (31) communicates with fluid reservoir (3) by low pressure drain mast (9).
4. according to claim 3 described a kind of rock experimental provisions, it is characterized in that: between the through hole and last probe vertical rod (26) of upperpush rod (18), and in the blind hole of the through hole of lower cover (13), base (11) and be provided with axle sleeve (21) between the probe vertical rod (36) down.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010205264681U CN201795965U (en) | 2010-09-04 | 2010-09-04 | Rock experiment device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010205264681U CN201795965U (en) | 2010-09-04 | 2010-09-04 | Rock experiment device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201795965U true CN201795965U (en) | 2011-04-13 |
Family
ID=43850871
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2010205264681U Expired - Fee Related CN201795965U (en) | 2010-09-04 | 2010-09-04 | Rock experiment device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201795965U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101949803A (en) * | 2010-09-04 | 2011-01-19 | 烟台力尔自动化设备有限公司 | Rock experimental apparatus |
CN109342214A (en) * | 2018-12-19 | 2019-02-15 | 中国科学院地球化学研究所 | Compression test radial strain measuring device under a kind of high temperature and pressure |
-
2010
- 2010-09-04 CN CN2010205264681U patent/CN201795965U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101949803A (en) * | 2010-09-04 | 2011-01-19 | 烟台力尔自动化设备有限公司 | Rock experimental apparatus |
CN109342214A (en) * | 2018-12-19 | 2019-02-15 | 中国科学院地球化学研究所 | Compression test radial strain measuring device under a kind of high temperature and pressure |
CN109342214B (en) * | 2018-12-19 | 2021-05-25 | 中国科学院地球化学研究所 | Radial strain measuring device for compression test under high temperature and high pressure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101949803B (en) | Rock experimental apparatus | |
CN104007013B (en) | Chemical solution seepage flow test device under rock Single Fracture different temperatures | |
CN104122147A (en) | Dynamic slit width simulation system and method for slit | |
KR101245333B1 (en) | Uncertainty reduction technique in pressure pulse-decay measurement | |
CN207231976U (en) | A kind of different temperatures, the lower rock permeability factor detection device of pressure effect | |
CN212748564U (en) | Integrated rock triaxial loading system and rock triaxial test system | |
CN109752306A (en) | Dynamic load perturbation process rock permeability test method and its test macro | |
CN109270246A (en) | A kind of radial more monitoring core holding units for fracture hole oil reservoir | |
CN104034745A (en) | High-pressure nuclear magnetic resonance CO2 geological storage model test system | |
CN109239310A (en) | A kind of seepage force size and its measuring device and method that stratum effective stress is influenced | |
CN203396650U (en) | Confining pressure chamber of rock creep tester | |
CN105606453A (en) | Experimental test system for axial compression property of large-size composite lenticular tube | |
CN106323842A (en) | Method of true/false triaxial test capable of measuring gas permeability of dense rocks | |
CN201795965U (en) | Rock experiment device | |
CN106840019B (en) | Sensitivity test system for borehole strain gauge | |
CN201795790U (en) | Simulation test machine for testing thermal deformation and thermal stress of deep water oil string | |
CN103728184A (en) | Stress-strain testing system and stress-strain testing method capable of simulating reservoir environment | |
CN209264716U (en) | A kind of radial more monitoring core holding units for fracture hole oil reservoir | |
CN112304534B (en) | Oil casing pipe simulation sealing test device and test method | |
CN108169454B (en) | Expansive soil expansive force-deformation relation joint tester | |
CN110954444B (en) | Device and method for testing surface tension of high-temperature and high-pressure liquid under action of artificial seismic waves | |
CN110095236B (en) | Packer packing element sealing performance testing arrangement | |
CN104764503A (en) | Fluid micro-flow automatic metering device | |
US1320748A (en) | Brinell hardness-testing machine. | |
CN106644889A (en) | Rock joint seepage device with controllable gap width under high seepage pressure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110413 Termination date: 20110904 |