CN106895940A - Compacting force snesor, gravel fill the measurement apparatus and method of compaction - Google Patents
Compacting force snesor, gravel fill the measurement apparatus and method of compaction Download PDFInfo
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- CN106895940A CN106895940A CN201710135640.7A CN201710135640A CN106895940A CN 106895940 A CN106895940 A CN 106895940A CN 201710135640 A CN201710135640 A CN 201710135640A CN 106895940 A CN106895940 A CN 106895940A
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- China
- Prior art keywords
- piston
- force snesor
- gravel
- compaction
- housing
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01L—MEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
- G01L11/00—Measuring steady or quasi-steady pressure of a fluid or a fluent solid material by means not provided for in group G01L7/00 or G01L9/00
Abstract
The invention provides one kind compacting force snesor, gravel fills the measurement apparatus and method of compaction, the compacting force snesor includes housing (1) and piston (2), the tubular construction that housing (1) is closed for the one end open other end, piston (2) is sheathed in housing (1), the first internal cavity (7) is provided between one end of piston (2) and one end of housing (1), the second internal cavity (8) is provided between the other end of piston (2) and the other end of housing (1), piston (2) can be moved along the axis direction of housing (1), the compacting force snesor also includes that the displacement transducer (3) of piston (2) shift position can be detected.The compacting force snesor, the measurement apparatus of gravel filling compaction and method fill compaction by measuring the displacement of piston such that it is able to accurate measurement gravel.
Description
Technical field
The present invention relates to oil exploitation test equipment field, particularly a kind of compacting force snesor, or one kind
Gravel containing the compacting force snesor fills the measurement apparatus of compaction, and even more a kind of gravel fills the measurement of compaction
Method.
Background technology
Gravel filling is a kind of effective well sand prevention method.The method term of validity is long, and later stage operation is not influenceed, has obtained
To being increasingly widely applied.In gravel pack service, gravel full level and compaction have to sand controlling result and sand control
The effect phase has a significant impact, and the success or failure of construction are determined to a certain extent.But in existing construction not to gravel full level and
Compaction's quantitative measurment, can only rule of thumb formulate technological parameter, cause design and construction actual conditions not to be inconsistent, and reduce construction
Success rate.
The content of the invention
In order to solve the problems, such as in the prior art cannot accurate measurement gravel filling compaction, the invention provides one kind
Compacting force snesor, gravel fill the measurement apparatus and method of compaction, the compacting force snesor, gravel filling compaction
Measurement apparatus and method fill compaction such that it is able to accurate measurement gravel by measuring the displacement of piston.
The technical solution adopted for the present invention to solve the technical problems is：One kind compacting force snesor, including housing and work
Plug, housing is the tubular construction of one end open other end closing, piston bush in the housing, one end of piston and one end of housing
Between be provided with the first internal cavity, the second internal cavity is provided between the other end of piston and the other end of housing, piston can be along shell
The axis direction movement of body, the compacting force snesor also includes that the displacement transducer of piston shift position can be detected.
A kind of gravel fills the measurement apparatus of compaction, including fill out sand tube, and fill out sand tube is closed for the one end open other end
Tubular construction, the open end of fill out sand tube is provided with screen casing, and fill out sand tube is externally provided with above-mentioned compacting force snesor, is compacted force snesor
The open end of housing be tightly connected with the side wall of fill out sand tube, the inner chamber for being compacted the first internal cavity and the fill out sand tube of force snesor connects
It is logical.
A kind of gravel fills the measuring method of compaction, and the measuring method of gravel filling compaction employs above-mentioned
Gravel fill the measurement apparatus of compaction, the measuring method of gravel filling compaction is adopted and comprised the following steps：
Step 1, to being filled into the load fluid containing gravel in the inner chamber of fill out sand tube；
Step 2, fill that the position of piston is recorded after the load fluid is initial position；
Step 3, a position for piston is recorded every one section of setting time, until the position stabilization of piston, re-records work
The final position of plug；
The size of the difference of step 4, the initial position according to piston and final position judges the compaction of gravel filling.
The beneficial effects of the invention are as follows：
1st, guiding construction design, improves construction success rate
Measure gravel-packing process cobble-stone full level and compaction.The numerical value of acquirement can verify technological parameter
Reasonability simultaneously corrects irrational technological parameter and is allowed to be more nearly reality, improves construction success rate
2nd, scientific research basis is established
Can be with the association of influence full level and compaction in quantitative study gravel-packing process after acquirement measurement data
Factor, is conducive to the research and development and popularization and application of new technology.
3rd, noise signal is reduced
Do not disturbed by stowing pressure when the design of inner connection tube line ensure that sampling in compacting force snesor, reduce noise letter
Number, improve noise when sampling quality.
Brief description of the drawings
The Figure of description for constituting the part of the application is used for providing a further understanding of the present invention, of the invention to show
Meaning property and its illustrates, for explaining the present invention, not constitute inappropriate limitation of the present invention embodiment.
Fig. 1 is the structural representation of the measurement apparatus of gravel filling compaction.
Fig. 2 is the schematic diagram for being compacted force snesor in initial position.
Fig. 3 is the schematic diagram for being compacted force snesor at final position.
Fig. 4 is the sectional view along A-A directions in Fig. 1.
Fig. 5 is the sectional view along B-B directions in Fig. 1.
Fig. 6 is the sectional view along C-C directions in Fig. 1.
1st, housing；2nd, piston；3rd, displacement transducer；4th, inner connection tube line；5th, upper shell；6th, lower shell；7th, it is empty in first
Chamber；8th, the second internal cavity；9th, it is compacted force snesor；10th, fill out sand tube；11st, back-up sand pump；12nd, devil liquor recovery processing unit；13rd, sieve
Pipe；14th, gravel；15th, load fluid.
Specific embodiment
It should be noted that in the case where not conflicting, the feature in embodiment and embodiment in the application can phase
Mutually combination.Describe the present invention in detail below with reference to the accompanying drawings and in conjunction with the embodiments.
One kind compacting force snesor 9, including housing 1 and piston 2, housing 1 is the tubular knot of one end open other end closing
Structure, piston 2 is sheathed in housing 1, and the first internal cavity 7, the lower end of piston 2 are provided between the upper end of piston 2 and the upper end of housing 1
The second internal cavity 8 is provided with and the lower end of housing 1 between, piston 2 can be moved along the axis direction of housing 1, compaction force sensing
Device also includes that the displacement transducer 3 of the shift position of piston 2 can be detected, as shown in Figures 2 and 3.
In the present embodiment, as shown in Fig. 2 housing 1 be in erectility (housing 1 can also be the level of state), housing 1 by
Upper shell 5 and lower shell 6 are tightly connected composition.Be provided with annular protrusion in the lower end of the upper shell 5, the upper end of piston 2 with should
Upper annular protrusion correspondence is connected, the external diameter of the upper end of piston 2 with this on the internal diameter of annular protrusion match, the first internal cavity 7 sets
It is placed in the upper shell 5, the ft connection of the first internal cavity 7 and the compacting force snesor.The lower end closed of the lower shell 6, should
Lower annular protrusion is provided with the bottom of lower shell 6, the lower end of piston 2 is corresponding with the lower annular protrusion to be connected, the lower end of piston 2
External diameter matches with the internal diameter of the lower annular protrusion, and the second internal cavity 8 is located at the lower section of piston 2.
In the present embodiment, piston 2 is in dumbbell shape structure, and displacement transducer 3 is sheathed on outside the middle part of piston 2.Piston 2
The bulge loop for the positioning of displacement transducer 3 is additionally provided with outside middle part, displacement transducer 3 is properly termed as straight line or linear displacement sensing
Device, can be converted into electric signal by piston 2 along the displacement of the axis direction of housing 1, and the displacement transducer 3 is existing commercially available product
Product, are no longer discussed in detail.
In the present embodiment, the inner connection tube line 4 of the first internal cavity 7 and the second internal cavity 8 is communicated with piston 2, such as
Shown in Fig. 2 and Fig. 3.Or, inner connection tube line 4 can also be arranged in the side wall of housing 1, i.e. the company of being provided with the side wall of housing 1
The inner connection tube line 4 of logical first internal cavity 7 and the second internal cavity 8, the internal diameter of inner connection tube line 4 is 0.1mm~11.5mm.
The measurement apparatus that a kind of gravel fills compaction are described below, the gravel fills the measurement apparatus bag of compaction
Fill out sand tube 10 is included, fill out sand tube 10 is the tubular construction of one end open other end closing, and the open end of fill out sand tube 10 is provided with screen casing 4,
Fill out sand tube 10 is externally provided with above-mentioned compacting force snesor 9, is compacted the open end of the housing 1 of force snesor 9 and the side of fill out sand tube 10
Wall is tightly connected, and fill out sand tube 10 is contained within the inner chamber for taking up load fluid 15, the first internal cavity 7 of compacting force snesor 9 with
The inner space of fill out sand tube 10, as shown in Figure 1 to Figure 3.
In the present embodiment, fill out sand tube 10 is externally provided with multiple compacting force snesors 9, and the plurality of compacting force snesor 9 is being filled out
The outer ranks arrangement in rule of sandpipe 10, specifically, being along the evenly distributed multiple compacting force snesors 9 of the circumference of fill out sand tube 10
One row, the evenly distributed multiple compacting force snesors 9 of left and right directions are a line along Fig. 1, and fill out sand tube 10 is externally provided with three columns and four rows
Totally 12 are compacted force snesor 9, and four rows compacting force snesor 9 is respectively positioned at 0 °, 90 °, 180 ° and 270 ° of the circumference of fill out sand tube 10
Position, the measurement apparatus of gravel filling compaction also include control unit, the displacement transducer of each compacting force snesor 9
3 are connected with the control unit, and the electric signal containing the position of piston 2 or displacement information can be sent to this by displacement transducer 3
Control unit.Fill out sand tube 10 can be horizontality as shown in Figure 1, and fill out sand tube 10 can also be in vertical or heeling condition, pressure
The quantity and ranks of strength sensor 9 are set can be adjusted according to experiment needs, to adapt to simulate objective reality condition.
In the present embodiment, the measurement apparatus of gravel filling compaction also include that back-up sand pump 11 and devil liquor recovery are processed
Device 12, back-up sand pump 11 is used to be filled into the load fluid 15 containing gravel 14 in the inner chamber of fill out sand tube 10, devil liquor recovery treatment
Device 12 is used to reclaim the liquid in the load fluid of the discharge of screen casing 13, and devil liquor recovery processing unit 12 is located at the lower section of screen casing 13.
Back-up sand pump 11 and devil liquor recovery processing unit 12 can be connected with the control unit, to improve the survey that the gravel fills compaction
Measure the automaticity of device.
In the present invention, the inner connection tube line 4 in piston 2 plays a part of Equilibrium filling pressure (because piston two ends are received
Dynamic balance will not produce displacement).As shown in Figure 2 when back-up sand is started, the pressure of load fluid 15 is P；Load fluid 15 is through pressure tappings
(i.e. the upper of force snesor 9 is compacted in Fig. 1) and inner connection tube line 4 flow to the two ends of piston 2.Due to piston upper and lower ends pressure, face
Product is equal, so two ends stress is equal, is F=PS (S is piston upper and lower ends face area), and piston 2 is in stress balance
State, it is understood that be piston " suspension " in load fluid.Stowing pressure is to displacement transducer 3 when can so avoid filling
Interference, in the process piston do not produce displacement, the not output signal of displacement transducer 3, sand is compacted under pressure.
After sand off, as shown in figure 3, the water in load fluid can fall with circulatory system leak-off, only remaining gravel is full of
Cavity, load fluid pressure energy disappears, and there is no stowing pressure, gravel will tend to natural loose condition (of surface) to the upper and lower ends of piston 2,
Compaction can also change.Originally the resilience under the elastic reaction of itself of gravel 14 compressed, and screen resilience is applied to work
On plug 2.Be transmitted on displacement transducer 3 for position after resilience by piston 2, and displacement transducer 3 starts to output signal to control list
Unit.So, the size of signal output and output signal is whether there is according to compacting force snesor 9, you can judge back-up sand leading edge and back-up sand
The compaction of pipe filling extent and sand.
The measuring method that a kind of gravel fills compaction is described below, the measuring method of gravel filling compaction is adopted
The measurement apparatus of compaction are filled with above-mentioned gravel, the measuring method of gravel filling compaction is adopted including following step
Suddenly：
The load fluid 15 containing gravel 14 is filled into step 1, the inner chamber by back-up sand pump 11 to fill out sand tube 10；
Step 2, the position for having filled control unit record piston 2 after the load fluid 15 are initial position, such as Fig. 2 institutes
Show；
Step 3, a position for piston 2 is recorded every one section of setting time, observe the control unit and feed back the data for
Information, until the position stabilization of piston 2, re-records the final position of piston 2, as shown in Figure 3；One section of setting time can be with 1S
~10S；
Step 4, closing gravel filling experiment device, the data that analysis is obtained.The initial position according to piston 2 and final
The size of the difference of position judges the compaction of gravel filling and actual verification.
Specifically, being installed in place compacting force snesor 9 and completing to test Lou before starting experiment, then set technological parameter.Examination
When testing beginning, during load fluid 15 pumped into the inner chamber of opaque fill out sand tube 10 by back-up sand pump 11.Load fluid 15 is flowed through successively to be filled out
Sandpipe 10 and screen casing 13.Screen casing 13 is a series of steel pipe for being machined with small through hole, when load fluid 15 flows through screen casing 13, sand meeting
It is gradually deposited inside it, and the liquid phase substance such as water meeting leak-off falls, into devil liquor recovery processing unit 12.Due to test parameters not
With (discharge capacity, pressure, sand ratio etc.), the inside filling extent of fill out sand tube 10 is different, and the compaction of sand is also different, will cause piston
2 displacement is also different, and piston displacement and gravel pack degree and the relation of sand compaction are set up by repeatedly measurement, from
And can be according to the displacement accurate measurement gravel pack degree of piston and sand compaction, as shown in Figures 1 to 6.Typically,
The displacement of piston 2 is bigger, then gravel pack degree and sand compaction are also better.
The above, specific embodiment only of the invention, it is impossible to the scope that its restriction invention is implemented, so it is equivalent
The displacement of component, or the equivalent variations made according to scope of patent protection of the present invention and modification, should all still fall within what this patent was covered
Category.In addition, between technical characteristic and technical characteristic in the present invention, between technical characteristic and technical scheme, technical scheme with
Can be used with independent assortment between technical scheme.
Claims (10)
1. it is a kind of to be compacted force snesor, it is characterised in that the compacting force snesor includes housing (1) and piston (2), housing (1)
It is the tubular construction of one end open other end closing, piston (2) is sheathed in housing (1), one end and the housing (1) of piston (2)
One end between be provided with the first internal cavity (7), be provided with second empty between the other end of piston (2) and the other end of housing (1)
Chamber (8), piston (2) can be moved along the axis direction of housing (1), and the compacting force snesor also includes that piston (2) can be detected
The displacement transducer (3) of shift position.
2. compacting force snesor according to claim 1, it is characterised in that housing (1) in erectility, housing (1) by
Upper shell (5) and lower shell (6) are tightly connected composition.
3. compacting force snesor according to claim 2, it is characterised in that be provided with ring in the lower end of the upper shell (5)
Shape is raised, and upper end connection corresponding with annular protrusion on this of piston (2), the first internal cavity (7) is arranged in the upper shell (5),
The ft connection of the first internal cavity (7) and the compacting force snesor.
4. compacting force snesor according to claim 3, it is characterised in that the lower end closed of the lower shell (6), the lower cylinder
Lower annular protrusion is provided with the bottom of body (6), the lower end of piston (2) is corresponding with the lower annular protrusion to be connected, the second internal cavity (8)
Positioned at the lower section of piston (2).
5. compacting force snesor according to claim 1, it is characterised in that piston (2) is in dumbbell shape structure, displacement sensing
Device (3) is sheathed on outside the middle part of piston (2).
6. compacting force snesor according to claim 1, it is characterised in that be communicated with first in the side wall of housing (1)
The first internal cavity (7) and the are communicated with the inner connection tube line (4) of internal cavity (7) and the second internal cavity (8), or piston (2)
The inner connection tube line (4) of two internal cavities (8).
7. a kind of gravel fills the measurement apparatus of compaction, it is characterised in that the gravel fills the measurement apparatus of compaction
Including the tubular construction that fill out sand tube (10), fill out sand tube (10) are closed for the one end open other end, the open end of fill out sand tube (10) sets
There is screen casing (4), fill out sand tube (10) is externally provided with the compacting force snesor (9) described in claim 1, the shell of compacting force snesor (9)
The open end of body (1) is tightly connected with the side wall of fill out sand tube (10), is compacted the first internal cavity (7) and the back-up sand of force snesor (9)
Manage the inner space of (10).
8. gravel according to claim 7 fills the measurement apparatus of compaction, it is characterised in that fill out sand tube (10) peripheral hardware
There are multiple compactings force snesor (9), the plurality of compacting force snesor (9), should in the ranks arrangement that fill out sand tube (10) is in outward rule
The measurement apparatus of gravel filling compaction also include control unit, and the displacement transducer (3) of each compacting force snesor (9) is
It is connected with the control unit.
9. gravel according to claim 7 fills the measurement apparatus of compaction, it is characterised in that gravel filling compacting
The measurement apparatus of degree also include for the back-up sand pump (11) to interior load fluid of the filling containing gravel of fill out sand tube (10) and are used for
The devil liquor recovery processing unit (12) of liquid in load fluid is reclaimed, devil liquor recovery processing unit (12) is under screen casing (13)
Side.
10. a kind of gravel fills the measuring method of compaction, it is characterised in that the gravel fills the measuring method of compaction
The measurement apparatus that the gravel described in claim 7 fills compaction are employed, the gravel fills the measuring method of compaction
Adopt and comprise the following steps：
The load fluid containing gravel is filled into step 1, the inner chamber to fill out sand tube (10)；
Step 2, fill that the position of piston (2) is recorded after the load fluid is initial position；
Step 3, a position for piston (2) is recorded every one section of setting time, until the position stabilization of piston (2), re-records
The final position of piston (2)；
The size of the difference of step 4, the initial position according to piston (2) and final position judges the compaction of gravel filling.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710135640.7A CN106895940B (en) | 2017-03-08 | 2017-03-08 | It is compacted the measuring device and method of force snesor, gravel filling compaction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710135640.7A CN106895940B (en) | 2017-03-08 | 2017-03-08 | It is compacted the measuring device and method of force snesor, gravel filling compaction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106895940A true CN106895940A (en) | 2017-06-27 |
| CN106895940B CN106895940B (en) | 2019-04-12 |
Family
ID=59185307
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710135640.7A Active CN106895940B (en) | 2017-03-08 | 2017-03-08 | It is compacted the measuring device and method of force snesor, gravel filling compaction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106895940B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113266345A (en) * | 2021-06-28 | 2021-08-17 | 中国石油化工股份有限公司 | Reservoir simulation unit and gas dissolution distribution evaluation device and evaluation method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0711675A (en) * | 1993-06-22 | 1995-01-13 | Shigenori Nakagawa | Design of non-discharge sand well using water spring factor and quality managing method |
| CN1807832A (en) * | 2005-12-29 | 2006-07-26 | 中国海洋石油总公司 | Sieve tube simulating experiment device |
| CN101270640A (en) * | 2008-04-30 | 2008-09-24 | 安东石油技术（集团）有限公司 | Miniature gravel filling simulation device |
| CN102053053A (en) * | 2010-11-09 | 2011-05-11 | 中国海洋石油总公司 | Sieve tube filtering medium performance testing device |
| CN203515401U (en) * | 2013-10-09 | 2014-04-02 | 上海博联石油仪器有限公司 | Piston type stand pipe pressure transmitter |
-
2017
- 2017-03-08 CN CN201710135640.7A patent/CN106895940B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0711675A (en) * | 1993-06-22 | 1995-01-13 | Shigenori Nakagawa | Design of non-discharge sand well using water spring factor and quality managing method |
| CN1807832A (en) * | 2005-12-29 | 2006-07-26 | 中国海洋石油总公司 | Sieve tube simulating experiment device |
| CN101270640A (en) * | 2008-04-30 | 2008-09-24 | 安东石油技术（集团）有限公司 | Miniature gravel filling simulation device |
| CN102053053A (en) * | 2010-11-09 | 2011-05-11 | 中国海洋石油总公司 | Sieve tube filtering medium performance testing device |
| CN203515401U (en) * | 2013-10-09 | 2014-04-02 | 上海博联石油仪器有限公司 | Piston type stand pipe pressure transmitter |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113266345A (en) * | 2021-06-28 | 2021-08-17 | 中国石油化工股份有限公司 | Reservoir simulation unit and gas dissolution distribution evaluation device and evaluation method thereof |
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| Publication number | Publication date |
|---|---|
| CN106895940B (en) | 2019-04-12 |
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