CN105181520B - Rock sample stability experiment device and rock sample stability experiment method - Google Patents
Rock sample stability experiment device and rock sample stability experiment method Download PDFInfo
- Publication number
- CN105181520B CN105181520B CN201510544216.9A CN201510544216A CN105181520B CN 105181520 B CN105181520 B CN 105181520B CN 201510544216 A CN201510544216 A CN 201510544216A CN 105181520 B CN105181520 B CN 105181520B
- Authority
- CN
- China
- Prior art keywords
- sample
- rock sample
- stability experiment
- reticular structure
- porcelain crucible
- 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.)
- Active
Links
- 239000011435 rock Substances 0.000 title claims abstract description 137
- 238000002474 experimental method Methods 0.000 title claims abstract description 91
- 238000000034 method Methods 0.000 title claims abstract description 15
- 229910052573 porcelain Inorganic materials 0.000 claims abstract description 54
- 239000012530 fluid Substances 0.000 claims abstract description 24
- 239000011148 porous material Substances 0.000 claims abstract description 11
- 229910017053 inorganic salt Inorganic materials 0.000 claims abstract description 5
- 238000001035 drying Methods 0.000 claims description 38
- 238000009413 insulation Methods 0.000 claims description 26
- 238000005303 weighing Methods 0.000 claims description 20
- 239000007788 liquid Substances 0.000 claims description 14
- 230000000116 mitigating effect Effects 0.000 claims description 5
- 238000012360 testing method Methods 0.000 claims description 3
- 238000004458 analytical method Methods 0.000 abstract description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Chemical compound O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 20
- 239000012634 fragment Substances 0.000 description 9
- 239000000843 powder Substances 0.000 description 7
- 230000008859 change Effects 0.000 description 5
- 239000002734 clay mineral Substances 0.000 description 4
- 238000013016 damping Methods 0.000 description 4
- 230000009467 reduction Effects 0.000 description 4
- 239000000126 substance Substances 0.000 description 3
- 238000011156 evaluation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000004364 calculation method Methods 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000012153 distilled water Substances 0.000 description 1
- 229910052571 earthenware Inorganic materials 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 238000002791 soaking Methods 0.000 description 1
- 238000013112 stability test Methods 0.000 description 1
- 238000010025 steaming Methods 0.000 description 1
- 238000013517 stratification Methods 0.000 description 1
Landscapes
- Sampling And Sample Adjustment (AREA)
Abstract
The present invention provides a kind of rock sample stability experiment device and rock sample stability experiment methods, wherein rock sample stability experiment device includes:Babinet (10), babinet (10) include experiment chamber (11);Fluid cylinder (111), fluid cylinder (111) setting is in experiment chamber (11);Reticular structure container (112), reticular structure container (112) setting is in fluid cylinder (111);Porcelain crucible (113), in fluid cylinder (111), porcelain crucible (113) includes bottom wall and side wall for porcelain crucible (113) setting, and side wall is porous material, and porous material has selection passability to water-soluble inorganic salt.Technical scheme of the present invention efficiently solves the problems, such as that experimental analysis error in the prior art is larger.
Description
Technical field
The present invention relates to the technical fields of laboratory apparatus, in particular to a kind of rock sample stability experiment device and rock
Sample stability experiment method.
Background technology
Mud shale is the general name of mud stone and shale, refers to the sedimentary rock based on clay mineral.Wherein, stratification unobvious and
Block-like referred to as mud stone is presented, there is microlayered referred to as shale.Mud shale mainly by clay mineral, terrigenous clastic mineral and from
Raw non-clay mineral composition, CLAY MINERALS AND THEIR SIGNIFICANCE are to influence the key factor of mud shale physicochemical properties.Oil and gas development process
In, the stability of reservoir rock is the important indicator of evaluating reservoir.
Conventional stability rock sample water-soluble substances content measurement device is to be put into the rock sample sample of certain mass to fill steaming
Certain time is impregnated in the beaker of distilled water.Its quality is dried and weighed to rock sample sample after having impregnated, calculates its mass change.In turn
Show that unit mass rock failure is at the rock quality of small pieces in certain time.By comparing different rock failure fragment matter
Amount changes over time to evaluate different rock stabilities.
However, when carrying out rock sample stability test, different rock sample nature differences are very big.Especially using shale as representative
Unconventional rock sample, clay content and Iraq/Mongolia mix that layer content is higher, and contained water-soluble substances (such as inorganic salts) content is also very
It is high.In this way, water-soluble substances also calculate in unstable rock sample the rock of small pieces (rock failure at) quality, as a result can lead
Unit mass rock sample decrement is obviously bigger than normal in measured certain time in uniform stability experiment, the shale reservoir thereby resulted in
There is Errors Catastrophic in evaluation parameter.
Invention content
The main purpose of the present invention is to provide a kind of rock sample stability experiment device and rock sample stability experiment method, with
Solve the problems, such as that experimental analysis error in the prior art is larger.
To achieve the goals above, according to an aspect of the invention, there is provided a kind of rock sample stability experiment device, packet
It includes:Babinet, babinet include experiment chamber;Fluid cylinder, fluid cylinder setting is in experiment intracavitary;Reticular structure container, the setting of reticular structure container
In fluid cylinder;Porcelain crucible, porcelain crucible are arranged in fluid cylinder, and porcelain crucible includes bottom wall and side wall, and side wall is porous material, porous material
Material has selection passability to water-soluble inorganic salt.
Further, babinet further includes drying cavity and weighing chamber.
Further, rock sample stability experiment device further includes the first electronic scale, and the setting of the first electronic scale is weighing intracavitary.
Further, rock sample stability experiment device further includes timer, and timer setting is in experiment intracavitary.
Further, rock sample stability experiment device further includes the first thermostat and the second thermostat, the first constant temperature
Device setting is arranged in experiment intracavitary, the second thermostat in drying cavity.
Further, rock sample stability experiment device further includes first thermal insulation layer, second thermal insulation layer and third thermal insulation layer, and
One thermal insulation layer is arranged on the inner wall of experiment chamber, and second thermal insulation layer is arranged on the inner wall of drying cavity, and the setting of third thermal insulation layer exists
On the inner wall for weighing chamber.
Further, drying cavity and weighing chamber are arranged side by side is arranged in the lower section of experiment chamber.
Further, rock sample stability experiment device further includes vent passages, vent passages be arranged the bottom of babinet simultaneously
It is connected with drying cavity.
Further, rock sample stability experiment device further includes the second electronic scale, and the setting of the second electronic scale is weighing intracavitary.
Further, rock sample stability experiment device further include be arranged the bottom of babinet damping device, be arranged in net
First cushion block of the bottom of shape structural container and the second cushion block in the bottom of porcelain crucible is set.
According to another aspect of the present invention, a kind of rock sample stability experiment method is provided, is stablized using above-mentioned rock sample
Property experimental provision is tested, and rock sample stability experiment method includes the following steps successively:
The first sample after drying is placed in reticular structure container, the second sample after drying is placed on porcelain crucible
In;
The common mass of the first sample and reticular structure container is obtained, the common mass of the second sample and porcelain crucible is obtained;
It will be put into liquid to be evaluated in fluid cylinder, liquid to be evaluated is made to be contacted with the first sample and the second sample;
After the predetermined time, the first sample quality becomes third sample after mitigating, and the second sample quality becomes after mitigating
4th sample;
Reticular structure container and its third sample of inside are dried, porcelain crucible and its 4th sample of inside are dried;
The common mass of third sample and reticular structure container is obtained, the common mass of the 4th sample and porcelain crucible is obtained;
According to the common mass of the quality of reticular structure container, the quality of porcelain crucible, the first sample and reticular structure container,
The common mass of second sample and porcelain crucible, the common mass of third sample and reticular structure container and the 4th sample and porcelain earthenware
The common mass of crucible obtains unstable rock sample mass percent in the predetermined time.
Further, unstable rock sample mass percent is obtained by following formula:
Wherein, j=i+1, i are the natural number more than or equal to 1, ηiFor unstable rock sample quality percentage in i unit interval
Than m01For the quality of reticular structure container, m02For the quality of porcelain crucible, m11For the common of the first sample and reticular structure container
Quality, m12For the second sample and the common mass of porcelain crucible, mj1For third sample in i unit interval and reticular structure container
Common mass, mj2For the common mass of the 4th sample and porcelain crucible in i unit interval.
It applies the technical scheme of the present invention, it, need to when needing to measure stability of the rock in water or solution to be evaluated
The rock sample to be measured is ground into fragment, and fragment is divided into two parts and dries and weighs.Specifically, it is put into reticular structure container for first part
In, which can ensure that rock sample fragment will not leak out container, and the unstable rock sample in water or solution of rock sample (disperses
Powder) it can be leaked out from the container.Second part is put into porcelain crucible.Water or solution to be evaluated are poured into fluid cylinder, water or to be evaluated
The liquid level of valence solution need to be completely soaked rock sample.Porcelain crucible includes bottom wall and side wall, and side wall is porous material, and porous material makes water
Soluble inorganic salt can cannot pass through side wall by side wall and rock sample.After two parts of rock samples impregnate the predetermined time, two parts of rocks are taken out
Sample is dried and is weighed.First part of rock sample quality reduction amount is equal to the quality that water or solution dissolve and adds (above-mentioned point of unstable rock sample
Scattered powder) quality, second part of rock sample quality reduction amount be equal to the quality that water or solution dissolve.First part of rock sample Mass lost
Percentage subtracts the Mass lost percentage that second part of rock sample Mass lost percentage is unstable rock sample in the above-mentioned time.This
The scheme of invention, which is avoided, to be influenced due to being dissolved in water or solution to be measured caused by rock sample, is efficiently reduced in the prior art
The larger problem of rock sample stability analysis error.
Description of the drawings
The accompanying drawings which form a part of this application are used to provide further understanding of the present invention, and of the invention shows
Meaning property embodiment and its explanation are not constituted improper limitations of the present invention for explaining the present invention.In the accompanying drawings:
Fig. 1 shows the structural schematic diagram of the embodiment of rock sample stability experiment device according to the present invention;And
Fig. 2 shows the mass percents of unstable rock sample (powder) to change over time relational graph.
Wherein, above-mentioned attached drawing includes the following drawings label:
10, babinet;11, chamber is tested;111, fluid cylinder;112, reticular structure container;113, porcelain crucible;114, timer;
115, the first thermostat;116, first thermal insulation layer;117, the first cushion block;118, the second cushion block;12, drying cavity;121, second
Thermostat;122, second thermal insulation layer;123, vent passages;13, chamber is weighed;131, the first electronic scale;132, third thermal insulation layer;
133, the second electronic scale;20, damping device.
Specific implementation mode
It should be noted that in the absence of conflict, the features in the embodiments and the embodiments of the present application can phase
Mutually combination.The present invention will be described in detail below with reference to the accompanying drawings and embodiments.
As shown in Figure 1, the rock sample stability experiment device of the present embodiment includes:Babinet 10, fluid cylinder 111, reticular structure hold
Device 112 and porcelain crucible 113.Babinet 10 includes experiment chamber 11.The setting of fluid cylinder 111 is in experiment chamber 11.Reticular structure container 112 is set
It sets in fluid cylinder 111.Porcelain crucible 113 is arranged in fluid cylinder 111, and porcelain crucible 113 includes bottom wall and side wall, and side wall is porous material
Material.Porous material has selection passability to water-soluble inorganic salt.
It, will when needing to measure stability of the rock in water or solution to be evaluated using the technical solution of the present embodiment
It needs the rock sample measured to be ground into fragment, fragment is divided into two parts and dries and weighs, first part is put into reticular structure container 112
In, which can ensure that rock sample fragment will not leak out container, and the powder of rock sample disperseed in water or solution can be from the appearance
It is leaked out in device.Second part is put into porcelain crucible 113.Water or solution to be evaluated are poured into fluid cylinder 111, water or solution to be evaluated
Liquid level need to be completely soaked rock sample.Until after impregnating the time needed, taking out two parts of rock samples and drying and weigh.First part of rock sample quality
Reduction amount is equal to the quality that water or solution dissolve and adds the powder quality fallen, and second part of rock sample quality reduction amount is equal to water or molten
The quality of liquid dissolving.It is the above-mentioned time that first part of rock sample Mass lost percentage, which subtracts second part of rock sample Mass lost percentage,
The interior Mass lost percentage fallen due to the unstable of rock sample.The scheme of the present embodiment is avoided due to water or to be measured molten
Being dissolved in liquid caused by rock sample influences, and efficiently reduces the problem that rock sample stability analysis error is larger in the prior art.
Preferably, fluid cylinder 111 is set to the bottom of experiment chamber 11, is the box-packed cavity of uncovered, inside is placed with reticular structure container
112 and porcelain crucible 113.Reticular structure container 112 be metal mesh made of non-covered container, mesh number be 150 mesh.It can protect in this way
Demonstrate,prove that big detritus block does not leak out container and small rock sample powder can leak out container.The porcelain crucible 113 of porous material is existing
Equipment, can be commercially available.
As shown in Figure 1, in the technical solution of the present embodiment, babinet 10 further includes drying cavity 12 and weighing chamber 13.It is above-mentioned
The rock sample stability experiment device integrated level of structure is higher, reduces and needs auxiliary experiment device.Further, when needing scene
When experiment, the rock sample stability experiment device integrated level of the present embodiment is higher easy to carry, and improves the more of laboratory apparatus
Function.
As shown in Figure 1, in the technical solution of the present embodiment, rock sample stability experiment device further includes the first electronic scale
131, the setting of the first electronic scale 131 is weighing in chamber 13.Specifically, the first electronic scale 131 is arranged in the bottom for weighing chamber 13, energy
Enough measures and show the weight of object being placed on the electronic scale.The setting of first electronic scale 131 to weigh rock sample more just
It is prompt.
As shown in Figure 1, in the technical solution of the present embodiment, rock sample stability experiment device further includes timer 114, meter
When device 114 setting experiment chamber 11 in.The setting of timer 114 facilitates time of the control rock sample in water or solution, timer
114 are arranged the integrated level that the structure in experiment chamber 11 further improves the device, do not need individual timing device
Realize the function of timing.Preferably, timer 114 can measure and show that rock sample adds up soaking time.
As shown in Figure 1, in the technical solution of the present embodiment, rock sample stability experiment device further includes the first thermostat
115 and second thermostat 121, the setting of the first thermostat 115 in experiment chamber 11, is drying by the setting of the second thermostat 121
In dry chamber 12.It includes experiment chamber door to test chamber 11, and the first thermostat 115 is set on the wall surface of experiment chamber 11, opens first
After thermostat 115, the door of experiment chamber 11 is closed, to ensure that the temperature in experiment chamber 11 is constant.Drying cavity 12 includes drying cavity
Door, the second thermostat 121 are arranged on the wall surface of drying cavity 12, after opening the second thermostat 121, close drying cavity 12
Door, to ensure that the temperature in drying cavity 12 is constant.The setting of first thermostat 115 and the second thermostat 121 ensure that reality
It is carried out under fixed experiment condition when testing, above-mentioned setting further reduces experimental error.
As shown in Figure 1, in the technical solution of the present embodiment, rock sample stability experiment device further includes first thermal insulation layer
116, second thermal insulation layer 122 and third thermal insulation layer 132, first thermal insulation layer 116 are arranged on the inner wall of experiment chamber 11, and second is heat-insulated
Layer 122 is arranged on the inner wall of drying cavity 12, and third thermal insulation layer 132 is arranged on the inner wall for weighing chamber 13.First thermal insulation layer 116
Setting reduce experiment chamber 11 and extraneous heat exchange.Further, when to experiment chamber heating, the heat in chamber 11 is tested
Lose small, therefore first thermal insulation layer 116 is provided with conducive to energy saving.The setting of second thermal insulation layer 122 make drying cavity 12 with it is outer
It is small that boundary exchanges heat.Further, when being heated to drying cavity 12, the thermal loss in drying cavity 12 is small, therefore second is heat-insulated
Layer 122 is provided with conducive to energy saving.It includes weighing chamber door to weigh chamber 13, and the setting of third thermal insulation layer 132, which reduces, weighs chamber 13
With extraneous heat exchange.
Certainly, as one skilled in the art will appreciate that babinet 10 is arranged, Yishanmen is also possible, i.e., above-mentioned door is provided with
Thermal insulation layer can realize experiment chamber 11, drying cavity 12 and the opening and closing for weighing chamber 13.Four panel door can certainly be set, that is, tested
Chamber 11, drying cavity 12 and weighing chamber 13 are separately provided with door, and babinet 10 also has whole door to realize the opening and closing of entire babinet 10.
Preferably, it needs that thermal insulation layer is arranged on door.
As shown in Figure 1, in the technical solution of the present embodiment, the setting arranged side by side with chamber 13 is weighed of drying cavity 12 is in experiment chamber
11 lower section.Specifically, drying cavity 12, weighing chamber 13 and experiment chamber 11 are arranged in isosceles triangle, and upper chambers are experiment chamber 11, lower part
Setting is respectively drying cavity 12 and weighing chamber 13 to two chambers parallel.Above structure is conducive to save space, easy to carry.
As shown in Figure 1, in the technical solution of the present embodiment, rock sample stability experiment device further includes vent passages 123,
Vent passages 123 are arranged in the bottom of babinet 10 and are connected with drying cavity 12.Above structure ensure that the water after rock sample drying
Divide discharge in time, shortens the drying time of rock sample.
As shown in Figure 1, in the technical solution of the present embodiment, rock sample stability experiment device further includes the second electronic scale
133, the setting of the second electronic scale 133 is weighing in chamber 13.Specifically, the first electronic scale 131 is arranged in the bottom for weighing chamber 13, energy
Enough measures and show the weight of object being placed on the electronic scale.The setting of second electronic scale 133 can ensure that two parts of rock samples are same
When weigh.
As shown in Figure 1, in the technical solution of the present embodiment, rock sample stability experiment device further includes being arranged in babinet 10
Bottom damping device 20, be arranged the bottom of reticular structure container 112 the first cushion block 117 and be arranged in porcelain crucible
Second cushion block 118 of 113 bottom.The setting of damping device 20 efficiently avoid the experimental provision in transportational process due to
It shakes and damages the experimental provision.On the one hand the setting of first cushion block 117 and the second cushion block 118 ensure that water or solution can fill
Sub-dip steeps rock sample, on the other hand ensure that the rock sample for being separated into powder can be leaked out smoothly from reticular structure container 112.
Present invention also provides a kind of rock sample stability experiment method, this method needs to carry out using above-mentioned experimental provision
Rock sample estimation of stability, specific step are specific as follows:
(1) the quality m of reticular structure container 112 and porcelain crucible 113 is weighed01And m02。
(2) sample to be tested after drying is pounded into the fragment that diameter is about 2~3mm, be divided into two parts, the first sample and second
Sample.First sample is placed in reticular structure container 112, and the second sample is placed in porcelain crucible 113, is dried again, then
It is put into and weighs the weighing of chamber 13, until mass change is no more than 0.5% in two hours.The reticular structure container of the first sample of record paper
112 and the quality of porcelain crucible 113 of the second sample of band be respectively m11And m12。
(3) it will be put into liquid to be evaluated (such as water or other solution) in fluid cylinder 111, reticular structure container 112 is put
It sets on the first cushion block 117, porcelain crucible 113 is placed on the second cushion block 118, start timing.
(4) after the predetermined time.First sample quality becomes third sample after mitigating, the second sample quality becomes after mitigating
At the 4th sample.The porcelain crucible 113 of the 4th sample of reticular structure container 112 with third sample and band is put into drying cavity 12
It is dried, is then placed in and weighs chamber weighing, until mass change is no more than 0.5% in two hours.Record paper third sample
The quality of the porcelain crucible 113 of the 4th sample of reticular structure container 112 and band.It should be noted that the unit interval can be according to need
It selects, can also take the number of minutes of certain time length with the hourage of rounding, such as 1 hour, 2 hours, 3 hours ...,
Such as 10 minutes, 20 minutes, 30 minutes ....
(5) in the given time, the mass percent of unstable rock sample is calculated as follows:
Wherein, j=i+1, i are the natural number more than or equal to 1, ηiFor unstable rock sample quality percentage in i unit interval
Than m01For the quality of reticular structure container 112, m02For the quality of porcelain crucible 113, m11For the first sample and reticular structure container
112 common mass, m12For the second sample and the common mass of porcelain crucible 113, mj1For third sample in i unit interval and
The common mass of reticular structure container 112, mj2For the common mass of the 4th sample and porcelain crucible 113 in i unit interval.It is unstable
The mass percent for determining rock sample is the accounting of unstable rock sample in the rock sample.
For example, when unstable rock sample mass percent in one unit interval (such as one hour) of calculating, it should adopt
It is calculated with following formula:
Wherein, η1For unstable rock sample mass percent in 1 unit interval (such as one hour), m01Hold for reticular structure
The quality of device 112, m02For the quality of porcelain crucible 113, m11For the first sample and the common mass of reticular structure container 112, m12For
The common mass of second sample and porcelain crucible 113, m21For 1 unit interval (such as third sample and reticular structure in one hour
The common mass of container 112, m22For the common mass of the 4th sample and porcelain crucible 113 in 1 unit interval.
Under normal circumstances, multiple unstable rock sample mass percents can be obtained to carry out the stability analysis of rock sample, this is just
Each predetermined time is needed once to be tested.For the experimentation of first time with reference to the above, second of later experiment will
Without measuring quality m again01, quality m02, quality m11And quality m12.What above-mentioned quality was all no variation in.It only needs to obtain
Quality mj1With quality mj2.Their acquisition modes concrete operations are as follows:
The porcelain crucible 113 of the above-mentioned reticular structure container 112 with third sample and the 4th sample of band is put back into fluid cylinder 111,
Continue timing, again may be by the η that above-mentioned calculation formula is calculated in other timesiValue, and then according to above-mentioned multiple ηi
Obtain ηiRelation curve is changed over time, and then evaluates stability of the rock sample in the liquid to be evaluated.
It should be noted that:In experiment, it is ensured that liquid to be evaluated is constant, replaces a variety of rocks, then can evaluate
Stability of the different rocks in same liquid.Similarly, using same rock, different liquid to be evaluated is replaced, then can be evaluated
Influence of the different liquids to the rock stability.
It can be seen from the above, the rock sample stability experiment apparatus structure of the present embodiment is simple, easy to operate, maintenance cost is low,
Evaluation effect is good, can correct solvable inanimate matter dissolving influence caused by rock sample estimation of stability experimental result in rock sample.
Embodiment
Certain shale samples is measured using the rock sample stability experiment device and method of the present embodiment.It is ground into diameter
The about fragment of 2~3mm weighs portion 10.12g, is put into reticular structure container 112, and a 10.19g is put into porcelain crucible 113,
The temperature of experiment chamber 11 is set as 20 DEG C, and 12 temperature of drying cavity is 75 DEG C, calculates a rock sample mass loss percentage within each hour
Than obtaining the curve such as Fig. 2.The present embodiment is being corrected in rock sample after influence caused by solvable inanimate matter dissolving, and then effectively
Ground has rated the stability of the shale rock sample.
The foregoing is only a preferred embodiment of the present invention, is not intended to restrict the invention, for the skill of this field
For art personnel, the invention may be variously modified and varied.All within the spirits and principles of the present invention, any made by repair
Change, equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.
Claims (9)
1. a kind of rock sample stability experiment device, which is characterized in that including:
Babinet (10), the babinet (10) include experiment chamber (11);
Fluid cylinder (111), fluid cylinder (111) setting is in the experiment chamber (11);
Reticular structure container (112), reticular structure container (112) setting is in the fluid cylinder (111);
Porcelain crucible (113), in the fluid cylinder (111), the porcelain crucible (113) includes bottom wall for porcelain crucible (113) setting
And side wall, the side wall are porous material, the porous material has selection passability to water-soluble inorganic salt;
The babinet (10) further includes drying cavity (12) and weighing chamber (13);
The rock sample stability experiment device further includes the first electronic scale (131), and first electronic scale (131) is arranged described
It weighs in chamber (13);
The rock sample stability experiment device further includes the second electronic scale (133), and second electronic scale (133) is arranged described
It weighs in chamber (13).
2. rock sample stability experiment device according to claim 1, which is characterized in that the rock sample stability experiment device
Further include timer (114), timer (114) setting is in the experiment chamber (11).
3. rock sample stability experiment device according to claim 1, which is characterized in that the rock sample stability experiment device
Further include the first thermostat (115) and the second thermostat (121), first thermostat (115) is arranged in the reality
It tests in chamber (11), the second thermostat (121) setting is in the drying cavity (12).
4. rock sample stability experiment device according to claim 1, which is characterized in that the rock sample stability experiment device
Further include first thermal insulation layer (116), second thermal insulation layer (122) and third thermal insulation layer (132), the first thermal insulation layer (116) sets
It sets on the inner wall of the experiment chamber (11), the second thermal insulation layer (122) is arranged on the inner wall of the drying cavity (12), institute
Third thermal insulation layer (132) setting is stated on the inner wall of the weighing chamber (13).
5. rock sample stability experiment device according to claim 1, which is characterized in that the drying cavity (12) and the title
Chamber (13) setting arranged side by side is measured in the lower section of the experiment chamber (11).
6. rock sample stability experiment device according to claim 1, which is characterized in that the rock sample stability experiment device
Further include vent passages (123), the vent passages (123) setting the bottom of the babinet (10) and with the drying cavity
(12) it is connected.
7. rock sample stability experiment device according to claim 1, which is characterized in that the rock sample stability experiment device
Further include first cushion block (117) of the setting in the bottom of the reticular structure container (112).
8. a kind of rock sample stability experiment method, which is characterized in that steady using the rock sample described in any one of claim 1 to 7
Qualitative experiment device is tested, and the rock sample stability experiment method includes the following steps successively:
Rock sample for experiment is divided into two parts, and portion is used as the first sample, another is as the second sample, by first after drying
Sample is placed in reticular structure container (112), and the second sample after drying is placed in porcelain crucible (113);
It obtains the common mass of first sample and the reticular structure container (112), obtains second sample and described
The common mass of porcelain crucible (113);
It will be put into liquid to be evaluated in fluid cylinder (111), makes the liquid to be evaluated and first sample and second sample
Contact;
After the predetermined time, first sample quality becomes third sample after mitigating, after second sample quality mitigates
Become the 4th sample;
Dry the reticular structure container (112) and its inside third sample, dry the porcelain crucible (113) and its inside
4th sample;
It obtains the common mass of the third sample and the reticular structure container (112), obtains the 4th sample and described
The common mass of porcelain crucible (113);
According to the quality of the reticular structure container (112), the quality of the porcelain crucible (113), first sample and described
The common mass of reticular structure container (112), the common mass of second sample and the porcelain crucible (113), the third
The common mass and the 4th sample of sample and the reticular structure container (112) and the porcelain crucible (113) it is common
Quality obtains unstable rock sample mass percent in the predetermined time.
9. rock sample stability experiment method according to claim 8, which is characterized in that by following formula obtain it is described not
Stablize rock sample mass percent:
Wherein, j=i+1, i are the natural number more than or equal to 1, the ηiFor the unstable rock sample quality hundred in i unit interval
Divide ratio, the m01For the quality of the reticular structure container (112), the m02It is described for the quality of the porcelain crucible (113)
m11For first sample and the common mass of the reticular structure container (112), the m12For second sample and described
The common mass of porcelain crucible (113), the mj1For the third sample in i unit interval and the reticular structure container
(112) common mass, the mj2For the common mass of the 4th sample and the porcelain crucible (113) in i unit interval.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510544216.9A CN105181520B (en) | 2015-08-28 | 2015-08-28 | Rock sample stability experiment device and rock sample stability experiment method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510544216.9A CN105181520B (en) | 2015-08-28 | 2015-08-28 | Rock sample stability experiment device and rock sample stability experiment method |
Publications (2)
Publication Number | Publication Date |
---|---|
CN105181520A CN105181520A (en) | 2015-12-23 |
CN105181520B true CN105181520B (en) | 2018-07-17 |
Family
ID=54903756
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201510544216.9A Active CN105181520B (en) | 2015-08-28 | 2015-08-28 | Rock sample stability experiment device and rock sample stability experiment method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN105181520B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106840947A (en) * | 2016-11-30 | 2017-06-13 | 中国神华能源股份有限公司 | Rock measurement apparatus and rock measuring method |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107976529B (en) * | 2017-12-28 | 2023-09-29 | 中国华能集团公司 | Multifunctional reaction kettle experiment system and experiment method |
CN109596505B (en) * | 2018-11-27 | 2021-07-27 | 西安近代化学研究所 | Sample basket for large-size press-fitting explosive column wet-heat aging test |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2075341U (en) * | 1990-09-28 | 1991-04-17 | 金华县孝顺电器厂 | Multifunctional testing box for buliding material |
CN1601279A (en) * | 2004-10-18 | 2005-03-30 | 中国科学院地质与地球物理研究所 | Rock static state disintegrating procedue instrument |
CN103926164A (en) * | 2014-04-29 | 2014-07-16 | 辽宁工程技术大学 | Experimental device for slake durability of rocks and using method of experimental device |
CN104101563A (en) * | 2014-07-10 | 2014-10-15 | 中国石油大学(北京) | Portable spontaneous imbibition measuring device |
CN204314176U (en) * | 2015-01-15 | 2015-05-06 | 中国石油大学(北京) | Rock sample water-soluble substances content measurement device |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CA2342119A1 (en) * | 2001-03-23 | 2002-09-23 | Universite Du Quebec A Montreal (Uqam) | Automation of the water absorption test in porous materials |
-
2015
- 2015-08-28 CN CN201510544216.9A patent/CN105181520B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2075341U (en) * | 1990-09-28 | 1991-04-17 | 金华县孝顺电器厂 | Multifunctional testing box for buliding material |
CN1601279A (en) * | 2004-10-18 | 2005-03-30 | 中国科学院地质与地球物理研究所 | Rock static state disintegrating procedue instrument |
CN103926164A (en) * | 2014-04-29 | 2014-07-16 | 辽宁工程技术大学 | Experimental device for slake durability of rocks and using method of experimental device |
CN104101563A (en) * | 2014-07-10 | 2014-10-15 | 中国石油大学(北京) | Portable spontaneous imbibition measuring device |
CN204314176U (en) * | 2015-01-15 | 2015-05-06 | 中国石油大学(北京) | Rock sample water-soluble substances content measurement device |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106840947A (en) * | 2016-11-30 | 2017-06-13 | 中国神华能源股份有限公司 | Rock measurement apparatus and rock measuring method |
Also Published As
Publication number | Publication date |
---|---|
CN105181520A (en) | 2015-12-23 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108414560B (en) | Method for evaluating compact oil filling process by using nuclear magnetic-displacement combined device | |
CN109443867B (en) | The method that the physical parameter of a kind of pair of tight rock is continuously detected | |
CN100510693C (en) | Method for determining tobacco shred ratio in cigarette | |
CN105181520B (en) | Rock sample stability experiment device and rock sample stability experiment method | |
Merckx et al. | Simplified Transient Hot‐Wire Method for Effective Thermal Conductivity Measurement in Geo Materials: Microstructure and Saturation Effect | |
CN106018171A (en) | Device and method for determining gross volume density of bituminous mixture through wax sealing | |
CN103592201A (en) | Volume substitution method for measuring soil grain density and equipment | |
CN103604717B (en) | Measure volume displacement method and the equipment of soil quality moisture content | |
CN107782640A (en) | The method that the aqueous uniformity detection of rock sample and diffusion coefficient calculating are carried out based on digital picture | |
CN103994908A (en) | Method for accurately preparing experiment test samples with different water contents | |
CN104849168A (en) | Measurement method of water absorption of regenerative coarse aggregates | |
Bai et al. | Measurement of the shear strength of an expansive soil by combining a filter paper method and direct shear tests | |
CN104460788B (en) | Constant temperature and constant humidity deformeter | |
CN106323833B (en) | Method and device for measuring core porosity | |
CN106680330B (en) | A method of swelled ground expansion character field evaluation is carried out with resistivity | |
CN111650082A (en) | Unsaturated soil-water characteristic curve measuring device and measuring method | |
CN104142290A (en) | Rock sample bulk volume and variable density determination apparatus and method thereof | |
CN106501151A (en) | A kind of shale aperture measurement device and method based on imbibition and ion diffusion property | |
CN110082250A (en) | A method of quickly detecting non-cohesive soil moisture content | |
CN107655771A (en) | A kind of experimental rig and its test method for simulating the disintegration of side slope Test in Situ | |
CN105784766B (en) | A kind of calculation method of specific heat capacity of concrete | |
CN115096747B (en) | Method for measuring performance index of concrete continuous grading aggregate | |
Quincot et al. | Use of salt solutions for assuring constant relative humidity conditions in contained environments | |
CN106198650A (en) | A kind of assay method of debirs material moisture | |
Yu et al. | Design and evaluation of a thermo-TDR probe for geothermal applications |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |