CN208984461U - A kind of shale hydration dynamic changes of strength variation test new equipment - Google Patents
A kind of shale hydration dynamic changes of strength variation test new equipment Download PDFInfo
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- CN208984461U CN208984461U CN201821619708.5U CN201821619708U CN208984461U CN 208984461 U CN208984461 U CN 208984461U CN 201821619708 U CN201821619708 U CN 201821619708U CN 208984461 U CN208984461 U CN 208984461U
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- jaw
- rock sample
- fixture
- control handle
- control
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- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
- Sampling And Sample Adjustment (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model is a kind of shale hydration dynamic changes of strength variation test new equipment, it is made of cross swivel vice and rock sample fixture.Cross swivel vice is made of pedestal, 360 degree rotation dial, three movable control handles, activity and regular jaw, fixed screw.The 360 degree rotation dial can allow the flat-nose pliers for entirely clipping rock sample to be rotated by 360 ° along pedestal, and three movable control handles can control moving jaw size and jaw all around moves.Fixture, which may be split into two middles, can place rock sample, be locked together by four removable long screws.The device is placed in experimental machine, one layer of liquid film is kept by titrating any drilling fluid on rock sample end face, any point intensity on different hydration time end faces can be tested, to evaluate the dynamic change of rock sample aquation intensity.The advantages of the utility model: real-time testing shale hydration intensity, test is simple, and dismounting is simple, reduces and uses rock sample quantity and experimental period, cheap.
Description
Technical field
The utility model relates to a kind of shale hydration dynamic changes of strength to change test new equipment.
Background technique
Water-lithofacies interaction (WRI) this noun hydrogeochemistry famous by the former Soviet Union the 1950s
One of founder of section А М О в ч и н н и к o в is proposed.Water lithofacies interaction is geotechnical engineering and engineering geology field base
Plinth subject, the final effect of aquation interaction are that the physico-mechanical properties of rock mass deteriorate.During drilling well, especially
Being mud shale stratum Yi Dan contacted with water-base drilling fluid, hydration swelling effect will occur, in strata pressure and overlying rock
Swelling stress is generated under the constraint of pressure, rock strength reduces, and borehole wall stability decline is easy to happen borehole well instability accident.And
Borehole well instability is most complicated in oilfield exploitation procedure and spends highest accident.
Summary of the invention
The utility model aim is to overcome the existing mud shale sample aquation dynamic changes of strength variation measuring technology in laboratory
Deficiency provides a kind of novel test device, convenient to use, time saving and energy saving, can be reduced experimental period and cost.
The technical scheme adopted by the utility model is
The utility model is a kind of shale hydration dynamic changes of strength variation test new equipment, mainly by a cross rotary flat
Brank and rock sample fixture composition.Wherein cross swivel vice is by pedestal, 360 degree rotation dial, three movable controls
Handle, moving jaw, regular jaw, fixed screw composition.The 360 degree rotation dial can control entire flat-nose pliers and clamp
The fixture of rock sample is whole to be rotated at random 360 degree along pedestal, and the one of control moving jaw of three movable control handles is big
Small, other two can control jaw and all around moves with fixture rock sample.Fixture is a square (10 centimetres of side length)
The copper billet of one cylinder of middle cut away (10 centimetres of 5 cm height of diameter), it is that be split into two halves from centre can be removable by four
Long screw is locked together.The fixture for clamping rock sample is placed in cross swivel vice moving jaw and is placed on experimental machine
On, it is allowed to keep one layer of liquid film by titrating any drilling fluid on rock sample end face, when can be with real-time testing difference aquation
Between any point dynamic change intensity on rock sample end face.
The advantages of the utility model: the variation of real-time testing shale hydration dynamic changes of strength, convenient test is quick, dismounting letter
It is single, it can be reduced using rock sample quantity and experimental period, it is cheap.
Detailed description of the invention
Fig. 1 is a kind of knot that shale hydration dynamic changes of strength variation test new equipment is whole in experimental machine of the utility model
Structure schematic diagram.
Fig. 2 is a kind of structural schematic diagram of shale hydration dynamic changes of strength variation test new equipment of the utility model.
Fig. 3 is Fig. 2 upper fixture structural schematic diagram.
Fig. 4 is cross swivel vice structural schematic diagram on Fig. 2.
In figure: 1. loaded displacement pickups, 2. pressing molds, 3. rock sample aquation strength test new equipments, 4. sample stages, 5. activities
Crossbeam, 6. rotary shafts, 7. hydraulic pumps, 8. pedestals, 9. computer function recording instruments, 10. copper billets, 11. long screws, 12. moving jaws
Control handle, 13. moving jaws, 14. regular jaws, 15. jaw left and right moving control handles, 16.360 degree of rotation scales,
17. pedestal, 18. jaws are moved forward and backward control handle, 19. fixed screws.
Specific embodiment
The utility model is described further with reference to the accompanying drawing.
As shown in Figure 1 and Figure 2, a kind of shale hydration dynamic changes of strength variation test new equipment of the utility model, mainly by scheming
3 fixtures and Fig. 4 cross swivel vice composition.Wherein fixture Fig. 3 is mainly by 10 centimetres of side length of square copper billet 10 from centre
The cylinder composition of 10 centimetres of 5 cm height of diameter is cut away, wherein Fig. 3 fixture is split into two halves from centre, by 5 centimetres of height of diameter
Spend 10 centimetres of circumference side waxdips rock sample column put into fixture after use four root long screws 11 locked be assembled into one it is whole
Body need to only expose the upper surface of rock sample, guarantee after long screw locking drilling fluid of the drop on rock sample end face will not seepage flow to rock sample
Side and impregnate.The fixture 3 for installing rock sample is put into the moving jaw 13 on Fig. 4 cross swivel vice, adjustable clamp is passed through
Mouth controls handle 12 for clamp.Moved cross beam 5 is gone up and down by the hydraulic pump 7 that control figure 1 tests 8 the inside of machine base rotating
It is moved on axis 6, sample stage 4 is elevated to the suitable distance between pressing mold 2, wherein the position of pressing mold 2 is to be fixed on load position
It is immovable on displacement sensor 1.The fixture overall diagram 2 that cross swivel vice clamps rock sample is being put into experimental machine Fig. 1 again
Sample stage 4 on.Preceding dropper is tested in experiment and titrates one layer of drilling well liquid film on rock sample end face, to drilling fluid aquation rock sample one
After the section time, 9 opening operation software of computer is opened, moved cross beam 5 is gone up and down by control hydraulic pump 7 and is moved in rotary shaft 6
When rock sample has contacted pressure with pressing mold 2, pressing mold 2 is pressed into the displacement and corresponding load of rock sample by loaded displacement pickup 1
It is transmitted on computer function recording instrument 9.It can be led to when one on complete rock sample end face to be tested according to aquation different time
It crosses before and after the jaw left and right moving control handle 15 on 4 cross swivel vice of control figure, 360 degree rotation dial 16, jaw
Movement control handle 18 will select a little mobile of the rock sample end face of test or rotate to below pressing mold 2 to be tested.
The result of test point after different hydration times is finally shown that the indentation of rock sample is strong by 9 finishing analysis of computer function recording instrument
Degree, to analyze the influence degree that drilling fluid changes rock sample aquation dynamic changes of strength, finally evaluates borehole wall stability.
As shown in Figure 1 and Figure 2, it is the test result of rock sample dynamic change after preferably evaluation aquation, passes through Fig. 3 and make folder by oneself
Tool and the innovation of Fig. 4 cross swivel vice, which combine to be placed in Fig. 1 experimental machine to test, obtains different aquations on rock sample end face
The intensity of time difference position.The position of pressing mold 2 is irremovable when due to experiment test, fixture in Fig. 2 and
The innovation of cross swivel vice is combined instead of the rock sample being placed on after being impregnated merely on Fig. 1 experimental machine sample stage 4 in the past.With
It is the rock sample column of 5 centimetres of 2.5 cm height of diameter used in preceding experiment, Fig. 1 experiment can only be fixed on after by mud soak
It is equivalent in Fig. 13 position in press proof sample platform 4, a point of rock sample can only be tested after contacting with pressing mold 2, due to rock sample end face
Diameter is smaller, and being completed rear rock sample crushing rupture cannot continue to test, when continuing test immersion aquation difference if necessary
Between intensity can only bore sample again column, then the subsequent continuous test of aquation is impregnated, so the shale hydration of this utility model of Fig. 2
Dynamic changes of strength variation test new equipment greatly facilitates experiment test, shortens experimental period, saves experimental cost.
Claims (3)
1. a kind of shale hydration dynamic changes of strength variation test new equipment, mainly by cross swivel vice and rock sample fixture group
At wherein cross swivel vice is to control handle (12), moving jaw (13), regular jaw (14), jaw by moving jaw
Left and right moving control handle (15), 360 degree rotation dial (16), pedestal (17), jaw are moved forward and backward control handle (18), consolidate
Determine screw (19) composition, it is characterised in that: the 360 degree rotation dial (16) can control entire flat-nose pliers and clamp rock sample
Fixture is whole to be rotated at random 360 degree along pedestal, and moving jaw controls handle (12) and controls moving jaw size, and jaw or so moves
Dynamic control handle (15) can control jaw and move left and right with fixture, and jaw, which is moved forward and backward control handle (18), can control pincers
Mouth is moved forward and backward with fixture；Fixture is made of copper billet (10), long screw (11), it is characterised in that: fixture is a side length
The copper billet (10) of 10 centimetres of one diameter of square middle cut away, 5 10 centimetres of cylinders of cm height, it is to be separated from the middle two
Half can be locked together by four removable long screws (11)；The fixture for clamping rock sample is placed on cross swivel vice activity
Jaw (13) is inner to be placed in experimental machine, is allowed to keep one layer of liquid film by titrating any drilling fluid on rock sample end face,
Control 360 degree rotation dial (16), jaw left and right moving control handle (15), jaw is moved forward and backward control handle (18) can be with
Test any point dynamic change intensity on rock sample difference hydration time end face.
2. a kind of shale hydration dynamic changes of strength variation test new equipment according to claim 1, it is characterised in that: 360
Degree rotation scale (16) can control entire flat-nose pliers clip rock sample fixture it is whole be rotated at random 360 degree along pedestal, three
A movable control handle moving jaw control handle (12) therein controls moving jaw size, another jaw or so moves
Dynamic control handle (15) can control jaw and move left and right with rock sample fixture, and jaw is moved forward and backward control handle (18) and can control
Jaw processed is moved forward and backward with rock sample fixture；It is separated from the middle square middle cut away one of 10 centimetres of a side length of two halves
Cylinder copper billet (10) fixture of 10 centimetres of 5 cm height of diameter can be locked after being put into rock sample column by four removable long screws (11)
Together, and fixture can be placed in moving jaw and is clamped.
3. a kind of shale hydration dynamic changes of strength variation test new equipment according to claim 1, it is characterised in that: pressing from both sides
Waxdip is coated in the whole circumference side that core sample is put among tool copper billet (10), guarantees drop in rock sample end face after long screw locking
On drilling fluid will not seepage flow impregnated to rock sample side, can more actual response rock sample by the feelings of drilling fluid aquation end face
Condition.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821619708.5U CN208984461U (en) | 2018-10-08 | 2018-10-08 | A kind of shale hydration dynamic changes of strength variation test new equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821619708.5U CN208984461U (en) | 2018-10-08 | 2018-10-08 | A kind of shale hydration dynamic changes of strength variation test new equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208984461U true CN208984461U (en) | 2019-06-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821619708.5U Expired - Fee Related CN208984461U (en) | 2018-10-08 | 2018-10-08 | A kind of shale hydration dynamic changes of strength variation test new equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208984461U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109115625A (en) * | 2018-10-08 | 2019-01-01 | 西南石油大学 | A kind of shale hydration dynamic changes of strength variation test new equipment |
| CN110514524A (en) * | 2019-06-25 | 2019-11-29 | 中国石油集团川庆钻探工程有限公司 | Experimental evaluation method for full-diameter shale reservoir core bedding fracture hydration strength |
-
2018
- 2018-10-08 CN CN201821619708.5U patent/CN208984461U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109115625A (en) * | 2018-10-08 | 2019-01-01 | 西南石油大学 | A kind of shale hydration dynamic changes of strength variation test new equipment |
| CN110514524A (en) * | 2019-06-25 | 2019-11-29 | 中国石油集团川庆钻探工程有限公司 | Experimental evaluation method for full-diameter shale reservoir core bedding fracture hydration strength |
| CN110514524B (en) * | 2019-06-25 | 2022-03-29 | 中国石油集团川庆钻探工程有限公司 | Experimental evaluation method for full-diameter shale reservoir core bedding fracture hydration strength |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190614 Termination date: 20201008 |