CN1056578A - A kind of clay swelling test method and device thereof - Google Patents
A kind of clay swelling test method and device thereof Download PDFInfo
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- CN1056578A CN1056578A CN 91104255 CN91104255A CN1056578A CN 1056578 A CN1056578 A CN 1056578A CN 91104255 CN91104255 CN 91104255 CN 91104255 A CN91104255 A CN 91104255A CN 1056578 A CN1056578 A CN 1056578A
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Abstract
The present invention relates to is a kind of clay swelling test method and the device thereof that can simulate oil geology drilling well borehole pressure and percolation condition, it is the improvement to existing clay swelling test, the main improvement is: the pressure that makes test solution in test tube is 98KPa to 4400KPa, allow the test block bottom communicate with atmosphere, the test solution that collection is leached by clay test block 5 is calculated the degree of expansion of clay to displacement bar 3 meters simultaneously.Its device by nitrogen cylinder 18, test tube 2, heating jacket 9, dial gauge 11, registering instrument 23, etc. form, what also have precharge adds fluid cylinder 14, adds fluid cylinder 14 to communicate with test tube 2 usefulness pipelines, test 2 bottom have the hole that communicates with atmosphere.
Description
The present invention relates to study the test method and the device thereof of clay performance, more particularly, is a kind of clay swelling test method and the device thereof that can simulate oil geology drilling well borehole pressure and percolation condition.
Description of drawings of the present invention is as follows:
Fig. 1 is people's such as Roehl clay swelling test device and a test routine synoptic diagram;
Fig. 2 is clay swelling test device of the present invention and test routine synoptic diagram;
Fig. 3 is a clay swelling test device experiment tube assembly wiring layout;
Fig. 4 is clay test block expansion curve figure under the different test solution pressure;
Fig. 5 is the curve maps of different polymkeric substance test solutions to clay test block expansion inhibition (R);
Fig. 6 is Na bentonitic clay and the expansion curve of Ca POLARGEL NF test block in different test solutions and the atomic absorption analysis result of test solution.
In oil and geological drilling, the mud shale that the clay mineral of underground hydration swelling is formed is very big to the technology and the quality influence of drilling well, so understand their hydration swelling and the effect and the Evaluation on effect of used clay swelling inhibitor is very important.
At present, when research of hydration and expansion of clay mechanism and the evaluation of clay swelling inhibitor, what often use is the test method of test clay swelling under longitudinal pressure.As September nineteen eighty-two in the 57th petroleum engineer's annual meeting that the U.S. holds, people such as Roehl propose a kind of clay experimental technique and device (No. 11117, the SPE of american petroleum Engineering society collection of thesis), its experimentation is: earlier the sample clay powders is pressed into clay test block 5 in test tube 2, put into constant temperature test solution groove 9 together with test tube 2, put into filter paper 6 more successively, porous disc 27, fluid distributor 40, O-ring seal 29, fluid injection piston 41, add certain longitudinal pressure for clay test block 5 from top to bottom by cylinder 42 then, use peristaltic pump 43 injection test liquid again.Liquid is by gap between porous disc 27 and the fluid distributor 40, on one side to clay test block 5 in naturally osmotic, one side overflows in the constant temperature test solution groove 9 from test tube 2 upper limbs, supplies to recycle.Clay test block 5 hydration swellings upwards promote piston 42, can note the polar expansion value of clay test block 5 by displacement transducer 44, for the usefulness of analysis.
This clay swelling test method, its clay sample are to adopt nature to contact with the way of contact of test solution, have following problem when the clay mineral hydration swelling of estimating the mud shale layer and inhibitor performance thereof:
1. applying a constant longitudinal pressure with piston, to come the liquid press force of dummy activity on mud shale be irrational.Reason is: in fact mud shale all has certain net porosity and permeability, particularly in the anadiagenesis stage, smectite occurs and one deceive people mixed layer clay mineral when changing to her, its net porosity and permeability all can unusually increase from original downward trend with suddenling change.Therefore, except mud shale itself absorbed water from drilling fluid, under the pressure differential effect between drilling fluid column pressure and the mud shale pore pressure, drilling fluid also can be to the inner diafiltration of mud shale.Permeate this and just do not exist in the clay swelling test under vertical piston pressure, test solution can only lean on clay sample to suck naturally.Vertically piston force is big more, and water enters clay sample inside difficulty all the better, also is difficult to improve even prolong test period.
2. from clay particle stressed, the press force of solid piston formula is different with the liquid press force.Because suffered power P1 is the poor of external force P2 and pore pressure P between the clay particle, that is: P1=P2-P, the expansion of clay under constant solid piston pressure P 2, because be the nature water sucting mode, so when difference expands constantly, its pore pressure P all constant (equal atmospheric pressure, gauge pressure is 0), so P1 is also constant.But for the expansion under the constant fluid pressure, just different, owing to liquid permeates in hole, so pore pressure is changed with depth of penetration, therefore the stressed P1 of clay particle also has corresponding a variation: on same cross section, P1 infiltrates along with the depth of pressure fluid and reduces.And perviousness is good more, and pressure reduces soon more.
3. when the higher polymkeric substance test solution of evaluation test molecular weight, because test solution viscosity is higher, migration velocity is slow, is not easy to go deep into clay sample inside, therefore tests consuming time longer.In addition, polymer molecule easily adsorbs in infiltration plate hole crack, like this, the one, can cause certain obstruction to the duct, prolong test period, the 2nd, consume a part of polymer molecule and influenced test findings.
This shows, condition in the unreasonable simulation real well, just can not obtain clay swelling test and the evaluation result close with actual conditions, particularly be unsuitable for estimating the treating agent that mud shale hole and microfracture are had the shutoff blocking action, as higher polymkeric substance of coating agent, sulfonated gilsonite and molecular weight etc.
The present invention is intended to overcome above-mentioned shortcoming, provides a kind of easier, and condition in the feasible simulation real well is more suitable for a kind of clay swelling test method and the device thereof of petroleum drilling reality.
The present invention is the improvement to above-mentioned clay swelling test, the main program of its test method is: the sample clay powder is added in the test tube 2 earlier, under pressure, make clay test block 5, the feasible simulation conditions down-hole, 2 injection test solutions make clay test block 5 hydration swellings in the test tube under predetermined temperature, the pressure of test solution is 98KPa to 4400KPa in the test tube 2, then, clay test block 5 bottoms are communicated with atmosphere, allow clay test block 5 upper surfaces and lower surface produce pressure differential, the test solution that collection is leached by clay test block 5 is for the usefulness of analysis, simultaneously by the porous platen 4 and displacement bar 3 meters that are placed in the clay test block are calculated the degree of expansion of clay.
The device that is used for above-mentioned clay swelling test method mainly is made up of nitrogen cylinder 18, test tube 2, heating jacket 9, dial gauge 11, registering instrument 23, graduated cylinder 21 etc., what also have precharge between nitrogen cylinder 18 and test tube 2 adds fluid cylinder 14, adding fluid cylinder 14 communicates with test tube 2 usefulness pipelines, valve 12 is housed therebetween, and test tube 2 bottoms have the hole that communicates with atmosphere.
In the above-mentioned clay swelling test device, test tube 2 is made up of top cylinder 28 and doffing 26, in the test tube 2 porous platen 4 is housed, displacement bar 3 is housed on the porous platen 4, fluid skirt 30, feed liquor skirt 31 are equipped with in top cylinder 28 tops, between top cylinder 28 and fluid skirt 35, feed liquor skirt 31, displacement bar 3, doffing 26, O-ring seal 29 is housed all, on doffing 26 bottom through-holes trap valve 8 is housed.
Below in conjunction with accompanying drawing in detail the embodiment of the invention is described in detail: the clay swelling test program is as follows:
1. clay sample crushing screening.For the mud shale sample, cross 160 mesh sieves, cross 100 mesh sieves for bentonitic clay.
2. clay sample was 95 ℃～100 ℃ oven dry 6 hours.
3. test solution is packed into add in the fluid cylinder 14 and seal, add nitrogen pressure predetermined under the simulation well, pressure limit is decided according to the down-hole actual pressure of being simulated, general 3000KPa.
4. set test solution and test tube 2 heating-up temperatures, open test solution heating jacket 9.
5. take off test tube 2 doffings 26, on infiltration plate 7, put two filter paper 6 that diameter is identical with it.Measure its degree of depth with pit gauge.
6. the clay samples that take by weighing 15 ± 0.01 grams are put on the filter paper 6 in the doffing 26 claps gently, presses down 5 minutes at the pressure of 34000KPa, measures its degree of depth with pit gauge again, calculates the thickness and the density of compacting test block.
7. will test tube 2 top cylinders 28 and install with doffing 26 and put into heating jacket 9, connect the feed liquor pipeline.Liquid outlet 35 when doing envelope test need not, so the valve on this pipe adapter 35 should be closed.
8. displacement bar 3 is pushed and make it porous platen 4 and clay test block 5 surperficial contacts.Regulate the zero point of dial gauge 11.Open record device 23 mixes up zero point of instrument.
9. when treating that temperature all reaches predetermined value, open the trap valve 8 of test tube 2 bottoms, clay test block 5 bottoms are communicated with atmosphere, open the valve 12 on the feed liquor skirt 31 then, test solution is pressed in the test tube 2, the beginning of expanding sees through time that clay test block 2 oozes out and speed etc. by polar expansion value, the test solution of dial gauge 11 and registering instrument 23 record clays.
10. test finishes, and unloads test tube 2 etc., cleans stand-by.
This test clay test block relative expansion size is weighed with degree of expansion S%, and test solution is weighed with the R value the inhibition size that expands, and can be calculated as follows:
S%＝s/△
S＝[S%]-S%
R＝S/[S%]
In the formula:
The original depth of △-test block (mm)
S-swell value (mm) constantly
The degree of expansion in [S%]-test block a certain moment in distilled water.
The present invention according to above test method design and produce out a kind of can simulation well in the clay swelling test device of pressure reduction, percolation condition and temperature.
Pressurization partly is made up of nitrogen cylinder 18, reduction valve 17, rain glass 16 gentle pipelines 15.The fluid cylinder 14 that adds in the heating jacket 9 links to each other with tracheae line 15, adding fluid cylinder 14 is common anti-corrosion containers, can add the test solution rear enclosed, its bottom joins by the feed liquor skirt 31 of pipeline with test tube 2, valve 12 is equipped with in the centre, test solution can enter in the test tube 2 under predetermined nitrogen pressure, clay test block this moment 5 just can absorb water and upwards expand, promote porous platen 4, make displacement bar 3 drive dial gauge 11, swell value can be read on dial plate, what dial gauge 11 can be with the standard machinery formula, also can use to have displacement transducer, or only use sensor, as the 0-50mm of Beijing radio 15 factories, if there is the displacement transducer just can be with displacement signal by lead 19 input registering instruments 23, expansion curve writes down and draws.Registering instrument 23 can be selected the common registering instrument that voltage amplification is arranged of general experiment usefulness for use, as: the Shanghai Instruments Factory X-Y recorder.
Test solution finally passes the test block bottom in meeting diafiltration in the hole of clay test block under the effect of pressure, oozes through trap valve 8, is collected by the graduated cylinder on the support 20 21.Filtrate oozes the time and drips a number can pass through drop recorder 22 and registering instrument 23 records, and drop recorder 22 can adopt the principle of power on/off switch to make, also can, and employing manual record.
Method of the present invention and test unit be based upon reasonably analyze and the basis of the interior condition of simulation well on, emphasize interior fluid pressure difference, percolation condition and the temperature of simulation well simultaneously, therefore widened the scope that clay swelling test and treating agent are estimated, the gained result also more approaches reality, and matches with practical experience.Following test method can be as the example of real example.
＜1〉fluid pressure differential is to the influence of hydration and expansion of clay
Fig. 4 for same shale sample under different test solution pressure differentials expansion curve and leach discharge curve.The initial pore pressure of shale test block is identical with atmosphere in the test, and gauge pressure is zero.The former test solution pressure differential initial value that is added on the shale test block sample also just equals to be added in the pressure (in like manner following) on the test solution.Test solution is a distilled water.As seen raise with difference test solution pressure among the figure, the test solution amount of leaching W also raises, but the degree of expansion S% of shale test block sample descends.This explanation increases pressure reduction by the raising fluid pressure and helps to reduce expansion.This is equivalent to by the proportion that increases drilling fluid fluid column pressure to be raise in the scene and strengthens the chip hold down of fluid column-pore pressure difference to the mud stone borehole wall.
＜2〉polymkeric substance is to the inhibition evaluation test of hydration and expansion of clay
Fig. 5 is the R value curve that 6 kinds of polymer solutions are estimated the bentonite inflated inhibition of Na.Test solution concentration is 0.5%, pressure 14Kg/cm, and 21.1 ℃ of temperature, PH is that other are 8.5 9.5 except that HPAN.Visible these polymkeric substance to the size sequence of clay swelling inhibition are among the figure: NH4PAN＞KPHP＞Drispac＞CPA 〉=PHP, both: ammonium polyacrylonitrile＞hydrolysed polyacrylic potassium＞polyanion cellulose＞calcium polyacrylate (CPA) 〉=hydro-polyacrylamide.The conclusion of this result and theoretical analysis and on-site experience matches.
＜3〉the cation exchange test in the clay swelling process
Clay is in the hydration swelling process, and the kation of its surface adsorption can exchange with the kation in the solution, and different exchange cations is also different to the influence of clay swelling.Utilize this test unit to have the characteristics of leak-off function, can collect the test filtrate that sees through the clay test block in the expansion process and analyze, the relation of research clay swelling and cation exchange.Test as shown in Figure 6.Earlier carry out bloating test with 5% Kcl solution, it is in a basic balance and allow the solution filter that is added use up until degree of expansion S% to collect filter liquor simultaneously, then adds second kind of solution again, adds 5%NaCl for the Na bentonitic clay, adds 5%CaCl for the Ca bentonitic clay
2Collect filter liquor in the same way and go into the distilled water test to the greatest extent more in addition until filter.Ca, Mg, K, the atomic absorption method assay determination of Na ion concentration in the filtrate.Measure the dool lattice spacing of clay test block sample after the off-test with X-ray diffraction.
As seen from Figure 6, in the Kcl of phase one solution trial, for the Na bentonitic clay, the Na ion that is come out by K ion-exchange is 15100ppm, is Ca13350ppm and Mg1420ppm for the Ca bentonitic clay.In the test in second step, the Na bentonitic clay is after the effect of experience 5%NaCl, and S% has a bit slightly to be increased, and the K ion is come out by Na ion-exchange again, is 9840ppm.For the Ca bentonitic clay, at 5%CaCl
2Effect under, its result is also similar, but the K ion that is gone out by Ca ion-exchange is more relatively, is 118400.The degree of expansion S% of two kinds of soil increases greatly after the phase III adds distilled water.Last X-ray measurement result, its dool value is 19.64A.
Can find that from this test the K ion after exchange absorption enters in the clay, still can be come out by other ion-exchange, and also bigger expansion can take place when meeting distilled water.Therefore hardly thereby it was once in vogue for a time when the inhibition mechanism of explanation K ion pair clay swelling to make clay almost no longer expand this " iron chains embedding " viewpoint in the full hexagonal ring that embeds clay lattice after other ion-exchanges in K ion and the clay in the actual well drilled.
Claims (4)
1, a kind of clay swelling test method, its main program is: earlier the sample clay powder is added in the test tube, make the clay test block under pressure; Under predetermined temperature, in the test tube, inject test solution and make clay test block imbibition; By base plate in the clay test block and displacement bar are measured the degree of expansion that compute goes out clay, it is characterized in that: the pressure that makes above-mentioned test solution in test tube is 98KPa to 4400KPa; Clay test block bottom is communicated with atmosphere; The test solution that collection is leached by the clay test block.
2, a kind of device that is used for above-mentioned clay swelling test method mainly is made up of nitrogen cylinder 18, test tube 2, heating jacket 9, dial gauge 11, registering instrument 23, graduated cylinder 21, it is characterized in that: precharge adds fluid cylinder 14 in addition; Add fluid cylinder 14 and communicate, valve 12 is housed therebetween with test tube 2 usefulness pipelines; Test tube 2 bottoms have the hole that communicates with atmosphere.
3, clay swelling test device according to claim 2 is characterized in that: test tube 2 is made up of top cylinder 28 and doffing 26; In the test tube 2 porous platen 4 is housed, displacement bar 3 is housed on the porous platen 4; Feed liquor skirt 31 is equipped with at top cylinder 28 tops.
4, according to claim 2 or 3 described clay swelling test devices, it is characterized in that: between top cylinder 28 and feed liquor skirt 31, displacement bar 3, doffing 26, O-ring seal 29 is housed all; On doffing 26 bottom through-holes trap valve 8 is housed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 91104255 CN1020047C (en) | 1991-06-29 | 1991-06-29 | Method and equipment for clay expansion experiment |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 91104255 CN1020047C (en) | 1991-06-29 | 1991-06-29 | Method and equipment for clay expansion experiment |
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| CN1056578A true CN1056578A (en) | 1991-11-27 |
| CN1020047C CN1020047C (en) | 1993-03-10 |
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| CN 91104255 Expired - Fee Related CN1020047C (en) | 1991-06-29 | 1991-06-29 | Method and equipment for clay expansion experiment |
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| CN102230931A (en) * | 2011-06-15 | 2011-11-02 | 中国地质大学（武汉） | Dilatometer |
| CN102323045A (en) * | 2011-05-17 | 2012-01-18 | 中国汽车技术研究中心 | Device for testing lift characteristic of main valve for temperature regulator assembly of engine and a method |
| CN101487837B (en) * | 2009-02-13 | 2012-07-25 | 太原理工大学 | Tester for changing soft rock expandability by electro-chemistry |
| CN102636427A (en) * | 2012-03-26 | 2012-08-15 | 长沙理工大学 | Tester for soil vertical and radial expansive deformation and expansive force relation |
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| CN104090069A (en) * | 2014-05-23 | 2014-10-08 | 山东交通学院 | Engineering material deformation experiment instrument with spring contact |
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| CN105319320A (en) * | 2014-06-26 | 2016-02-10 | 中国石油化工股份有限公司 | Device and method of measuring adsorption quantity of drilling fluid treating agent |
| CN105334295A (en) * | 2015-11-30 | 2016-02-17 | 西安石油大学 | Clay stabilizer washing resistance evaluation device and method |
| CN105891105A (en) * | 2016-06-15 | 2016-08-24 | 南京大学 | Multi-boundary-condition dilatometer and soil expansion test method |
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-
1991
- 1991-06-29 CN CN 91104255 patent/CN1020047C/en not_active Expired - Fee Related
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| CN101487837B (en) * | 2009-02-13 | 2012-07-25 | 太原理工大学 | Tester for changing soft rock expandability by electro-chemistry |
| CN102323045A (en) * | 2011-05-17 | 2012-01-18 | 中国汽车技术研究中心 | Device for testing lift characteristic of main valve for temperature regulator assembly of engine and a method |
| CN102230931B (en) * | 2011-06-15 | 2014-04-09 | 中国地质大学（武汉） | Dilatometer |
| CN102230931A (en) * | 2011-06-15 | 2011-11-02 | 中国地质大学（武汉） | Dilatometer |
| CN102636427A (en) * | 2012-03-26 | 2012-08-15 | 长沙理工大学 | Tester for soil vertical and radial expansive deformation and expansive force relation |
| CN102636427B (en) * | 2012-03-26 | 2014-03-12 | 长沙理工大学 | Tester for soil vertical and radial expansive deformation and expansive force relation |
| CN104090069B (en) * | 2014-05-23 | 2016-08-24 | 山东交通学院 | Engineering materials deflection experiment instrument with spring contact |
| CN104062315A (en) * | 2014-05-23 | 2014-09-24 | 山东交通学院 | Civil engineering material deformation experimental instrument suitable for multipoint measurement |
| CN104090069A (en) * | 2014-05-23 | 2014-10-08 | 山东交通学院 | Engineering material deformation experiment instrument with spring contact |
| CN104062315B (en) * | 2014-05-23 | 2016-08-24 | 山东泰和公路工程有限公司 | A kind of engineering materials deflection experiment instrument being suitable to multimetering |
| CN105319320A (en) * | 2014-06-26 | 2016-02-10 | 中国石油化工股份有限公司 | Device and method of measuring adsorption quantity of drilling fluid treating agent |
| CN104677720B (en) * | 2015-02-04 | 2017-07-11 | 中电建路桥集团有限公司 | Multifactor selenolite Expansion Test apparatus |
| CN104677720A (en) * | 2015-02-04 | 2015-06-03 | 中电建路桥集团有限公司 | Multi-factor gypsum expansion test device |
| CN105334295A (en) * | 2015-11-30 | 2016-02-17 | 西安石油大学 | Clay stabilizer washing resistance evaluation device and method |
| CN105334295B (en) * | 2015-11-30 | 2017-03-29 | 西安石油大学 | A kind of clay stabilizer wash durability evaluating apparatus and method |
| CN105891105A (en) * | 2016-06-15 | 2016-08-24 | 南京大学 | Multi-boundary-condition dilatometer and soil expansion test method |
| CN105891105B (en) * | 2016-06-15 | 2018-09-14 | 南京大学 | A kind of multi-boundary Condition dilatometer and soil expansion test method |
| CN107328669A (en) * | 2017-07-04 | 2017-11-07 | 长安大学 | Bridge asphalt pavement bulge diffusion process bar mechanics parameter testing device and method |
| CN109406758A (en) * | 2018-12-12 | 2019-03-01 | 桂林理工大学 | Swelled ground three-dimensional expansion rate of water absorption and expansion force tester |
| CN109406758B (en) * | 2018-12-12 | 2021-08-10 | 桂林理工大学 | Tester for three-dimensional water absorption expansion rate and expansion force of expansive soil |
| CN111879673A (en) * | 2020-04-30 | 2020-11-03 | 中国石油天然气股份有限公司 | Shale water absorption characteristic testing device and method |
| CN111879673B (en) * | 2020-04-30 | 2024-01-30 | 中国石油天然气股份有限公司 | Shale water absorption characteristic testing device and method |
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| CN1020047C (en) | 1993-03-10 |
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