CN104990826B - Clay content measuring method in silt test instrument and dry sand in dry sand - Google Patents
Clay content measuring method in silt test instrument and dry sand in dry sand Download PDFInfo
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- CN104990826B CN104990826B CN201510437657.9A CN201510437657A CN104990826B CN 104990826 B CN104990826 B CN 104990826B CN 201510437657 A CN201510437657 A CN 201510437657A CN 104990826 B CN104990826 B CN 104990826B
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Abstract
The invention discloses clay content measuring method in silt test instrument in a dry sand and dry sand, the analyzer includes：Using the separation container of sandstone and soil in intermediate density liquid separation dry sand to be measured, separating tank, the separating tank is built with intermediate density liquid；Equipment for separating liquid from solid, the equipment for separating liquid from solid is used to separate the sandstone or the soil in the intermediate density liquid；Solid weight meausring apparatus for weighing the sandstone or the soil weight.The airborne dust that amount containing soil can avoid producing in sieve formula test process is measured by the way of immersion；Test can be rapidly performed by by the way of immersion sand, and the mode soaked can avoid the tiny grains of sand regarding soil, so as to improve measuring accuracy.
Description
Technical field
The present invention relates to a kind of detection means and detection method, silt test instrument and dry in particularly a kind of dry sand
Clay content measuring method in sand.
Background technology
Sand, stone are the raw material of consumption maximum in concrete, the service behaviour containing native amount to concrete of sand, mechanical property
Energy, endurance quality have large effect.
The amount containing soil in river sand is generally determined using sieve formula in the prior art.Sieve formula is concretely comprised the following steps：It is dry first
It is dry and weigh sand to be detected；The soil block in sand is smashed in the case where not pulverizing sand grains；Use the sieve of preliminary dimension
Son screening sand to be detected；Screening terminate after stay in the screen as sand grains, the part screened out be soil；Then pass through
The quality of the soil screened out is weighed to draw the amount containing soil of sand.
And for Machine-made Sand, the clay content of Machine-made Sand is surveyed using methylene blue method at present, with MB value reaction mechanism sand clay contents
Size.But methylene blue method is that relatively, qualitatively judgment mechanism sand clay content is based on stone flour or based on mud powder, it is impossible to
The number of accurate response Machine-made Sand clay content, under many circumstances, it is difficult to describe the problem.
Although prior art can provide the sieve of a variety of void sizes, it can not be kept away during being screened using sieve method
That exempts from is weighed the less sand grains of particle diameter as soil, and during screening out the less sand grains of granularity with
And soil can become airborne dust and float.And methylene blue method has natural inaccuracy.Due to it is above-mentioned the problem of exist, it is traditional
There is larger error in the amount containing soil that sieve formula or methylene blue method are determined in sand.
The content of the invention
The present invention, which is provided in a kind of dry sand in clay content measuring method in silt test instrument and dry sand, the dry sand, contains mud
Clay content measuring method can solve existing sieve formula in amount analyzer and dry sand or methylene blue method determines clay content and existed
The problem of.
Technical scheme includes including sandstone and mud in silt test instrument in a kind of dry sand, dry sand to be measured
Soil, the apparent density of the sandstone is more than silt test instrument in the apparent density of the soil, the dry sand and included：
The separation container of sandstone and soil in dry sand to be measured is separated using intermediate density liquid, the separation container includes upper
The inlet for filling the intermediate density liquid is provided with the top of portion's container and bottom container, the upper container,
The inlet is provided with closure, and the bottom of the upper container is provided with top docking port；The top of the bottom container
It is provided with the bottom docking port for being docked with the top docking port；
Upper container lid, the upper container lid is used to block the top docking port；
Bottom container lid, the bottom container lid is used to block the bottom docking port；
Separating tank, the separating tank is built with intermediate density liquid；
Equipment for separating liquid from solid, the equipment for separating liquid from solid is used to separate the sandstone or the institute in the intermediate density liquid
State soil；
Solid weight meausring apparatus for weighing the sandstone or the soil weight.
The present invention dry sand in silt test instrument further improvement is that：The top docking port and the bottom pair
Docked between interface by way of grafting or screw thread.
The present invention dry sand in silt test instrument further improvement is that：The equipment for separating liquid from solid includes filtering and filled
Put and drying unit.
The present invention dry sand in silt test instrument further improvement is that：The upper container and the bottom hold
Device is transparent vessel, and the intermediate density liquid is transparency liquid.
The present invention dry sand in silt test instrument further improvement is that：Both sides difference in the middle part of the separation container
Optical Transmit Unit and light receiving unit are provided with, the light beam of the light emitting units emitting is exposed to through the separation container
The light receiving unit, the decay that the light receiving unit occurs according to light beam through the separation container is judged in the separation
Dry sand to be measured whether separate completion.
The present invention dry sand in silt test instrument further improvement is that：The density of the intermediate density liquid is less than
The apparent density of the sandstone and the apparent density for being more than the soil.
Technical scheme also provides clay content measuring method in a kind of dry sand, and this method comprises the following steps：
1) silt test instrument in the dry sand as described in any one in claim 1 to 6 is provided；
2) it is m to load weight into bottom container1Dry sand to be measured；
3) upper container and the bottom container are docked and forms separation container；
4) intermediate density liquid is filled into the separation container, is separated using the intermediate density liquid in dry sand to be measured
The sandstone and the soil, the sandstone is deposited in the bottom of the separation container, and the soil, which floats over the separation, to be held
The top of device；
5) separation container is soaked in the intermediate density liquid in the separating tank, institute is separated in the state of immersion
The upper container and bottom container of separation container are stated, is then closed respectively using upper container lid and bottom container lid
The upper container and the bottom container；
6) sandstone in the bottom container is separated using equipment for separating liquid from solid, and dress is weighed using solid weight
Put the weight m for measuring the sandstone2；
7) soil in the upper container is separated using equipment for separating liquid from solid, and dress is weighed using solid weight
Put the weight m for measuring the soil3；
8) the clay content p in dry sand to be measured is calculated by equation below：
Wherein m1For the quality of dry sand to be measured, m2For the weight of the sandstone, m3For the weight of the soil.
The present invention dry sand in clay content measuring method further improvement is that：Centre is filled into the separation container
Density fluid specifically includes following steps：
1) closure of the inlet of upper container is opened；
2) intermediate density liquid is filled into the separation container by the inlet；
3) closure is attached to the inlet of the upper container.
The present invention dry sand in clay content measuring method further improvement is that：Separated using intermediate density liquid to be measured
The sandstone and the soil in dry sand specifically include following steps：
1) separation container is rocked so that dry sand to be measured is dispersed in the intermediate density liquid；
2) separation container is stood so that the sandstone and the soil are separated；
3) light beam launched during standing using Optical Transmit Unit to the separation container, and use light-receiving list
Member receives the light beam through the separation container, is occurred using the light receiving unit according to light beam through the separation container
Decay judges whether the dry sand to be measured in the separation separates completion.
The present invention dry sand in clay content measuring method further improvement is that：It is described using equipment for separating liquid from solid separation
Sandstone or the soil specifically include following steps：
1) filtering is mixed with the intermediate density liquid of sandstone or soil；
2) sandstone or the soil after drying filtering.
The advantageous effects of clay content measuring method are in the dry sand of the present invention：According to sand and stone flour and native apparent density
Difference, the method for interstitial fluid flotation separates sand and stone flour with soil in utilization, the clay content of accurate measurement sand.Can using this method
With the clay content in quick, accurate, quantitative measurment river sand, Machine-made Sand.Avoid the deficiency of sieve formula or methylene blue method.
Brief description of the drawings
Fig. 1 is the side view of the bottom container of silt test instrument in dry sand of the invention；
Side views of the Fig. 2 for the separation container in the present invention during assembled；
Fig. 3 separates side view during dry sand to be measured for the separation container in the present invention；
Fig. 4 for the present invention in separating tank side view.
Embodiment
Illustrate embodiments of the present invention below by way of specific instantiation, those skilled in the art can be by this specification
Disclosed content understands other advantages and effect of the present invention easily.The present invention can also pass through specific realities different in addition
The mode of applying is embodied or practiced, the various details in this specification can also based on different viewpoints with application, without departing from
Various modifications or alterations are carried out under the spirit of the present invention.
Silt test instrument in the dry sand of the present invention is introduced below in conjunction with the accompanying drawings：
As shown in Figures 1 to 4, silt test instrument is used to measure the clay content in dry sand to be measured in dry sand of the invention,
Sandstone and soil are included in dry sand to be measured, the apparent density of sandstone is more than the apparent density of soil.Contain in the dry sand of the present invention
Mud amount analyzer includes：Separation container 30, upper container lid 24, bottom container lid 15, separating tank 40, equipment for separating liquid from solid and
Solid weight meausring apparatus.
As shown in Figures 2 and 3, separation container 30 separates sandstone and soil in dry sand to be measured using intermediate density liquid.In
Between density fluid density be less than sandstone apparent density and more than soil apparent density.Intermediate density liquid in the present embodiment
The density of body is 2.0g/cm3.Separation container 30 includes upper container 20 and bottom container 10, and the top of upper container 20 is set
The inlet 21 for filling intermediate density liquid is equipped with, inlet 21 is provided with closure 22.The bottom of upper container 20 is set
It is equipped with top docking port 23.The top of bottom container 10 is provided with the bottom docking port 14 for being docked with top docking port 23.
Docked between top docking port 23 and bottom docking port 14 by way of grafting or screw thread.
Upper container 20 and bottom container 10 are transparent vessel in the present embodiment, and intermediate density liquid is transparent liquid
Body.The both sides at the middle part of separation container 30 are respectively arranged with Optical Transmit Unit 32 and light receiving unit 33.Optical Transmit Unit 32 is sent out
The light beam penetrated exposes to light receiving unit 33 through separation container 30.Light receiving unit 33 is sent out according to light beam through separation container 30
Raw decay judges whether the dry sand to be measured in separation separates completion.
During separation container 30 separates sandstone and soil, sandstone is dispersed in intermediate density liquid first
In, now the translucency of separation container is worst, and decay when passing through separation container of light is maximum.With the sandstone in dry sand to be measured
Precipitation, soil float, and the translucency at the middle part of separation container 30 gradually strengthens, and the decay of light also tends to stabilization.When through separation
When the attenuation rate of the light of container tends towards stability, you can judge that the sandstone in separation container and soil separation are completed.
As shown in Figure 3 and Figure 4, upper container lid 24 is used to block top docking port 23；Bottom container lid 15 is used to block
Bottom docking port 14.
As shown in Figure 3 and Figure 4, separating tank 40 is built with intermediate density liquid 41.Separating tank 40 is used in described point of separation
From the intermediate density liquid and mud kept during the upper container 20 and bottom container 10 of container 30 in upper container 20
Soil is undisturbed.
Equipment for separating liquid from solid is used to separate the sandstone or soil in intermediate density liquid.Separation of solid and liquid is filled in the present embodiment
Put including filter device and drying unit.The sandstone or soil being woven into intermediate density liquid are obtained after filtering and drying
To dry sandstone or soil.Solid weight meausring apparatus is used to weigh dried sandstone or soil weight.
The advantageous effects of silt test instrument are in the dry sand of the present invention：According to sand and stone flour and native apparent density
The method of interstitial fluid flotation separates sand and stone flour with soil in difference, utilization, the clay content of accurate measurement sand.Use this method can be with
Quickly, clay content accurately, in quantitative measurment river sand, Machine-made Sand.Avoid the deficiency of sieve formula or methylene blue method.
Clay content measuring method in the dry sand of the present invention is introduced below in conjunction with the accompanying drawings：
1) it is m to load weight into bottom container 10 as shown in Figure 11Dry sand to be measured 11.Dry sand 11 to be measured is in weighing
Preceding process drying and processing.
2) upper container 20 and the docking of bottom container 10 as shown in Figures 2 and 3, are formed into separation container 30.
3) as shown in figure 3, filling intermediate density liquid 31 into separation container 30.In the mistake of filling intermediate density liquid 31
The closure 22 of the inlet 21 of upper container 20 is first turned in journey；Then filled by inlet 21 into separation container 30
Intermediate density liquid 31；Closure 22 is attached to the inlet 21 of upper container 20 after the completion of filling.
Intermediate density liquid 31 is used to separate sandstone 12 and soil 13 in dry sand 11 to be measured after the completion of filling.Separating
Separation container 30 is rocked in journey first so that dry sand 12 to be measured is dispersed in intermediate density liquid 31.Subsequent standing separation
Container 30 so that sandstone 12 and soil 13 are separated.Optical Transmit Unit 32 is used during standing to separation container 30
The light beam of transmitting, and the light beam through separation container 30 is received using light receiving unit 33, using light receiving unit 33 according to light
The decay that beam occurs through separation container 30 judges whether the dry sand to be measured in separation separates completion.Separation terminates rear sandstone 12 and sunk
Form sediment in the bottom of separation container 30, soil 13 floats over the top of separation container 30.
4) as shown in figure 4, separation container 30 to be soaked in the intermediate density liquid 41 in separating tank 40, in the state of immersion
The upper container 20 and bottom container 10 of lower separation separation container 30, are then held using upper container lid 24 and bottom respectively
Device lid 15 closes upper container 20 and bottom container 10.Upper container 20 is separated in the intermediate density liquid 41 of separating tank 40
And bottom container 10 can cause the posture that the top docking port 23 of upper container 20 keeps down in separation process.Due to
In the intermediate density liquid 41 of immersion, even if Open Side Down, intermediate density liquid and soil in upper container 20 also will not
Flowed out again in separation process.
6) sandstone in bottom container is separated using equipment for separating liquid from solid, and uses solid weight meausring apparatus measurement sand
The weight m of stone2；
7) soil in upper container is separated using equipment for separating liquid from solid, and uses solid weight meausring apparatus measurement mud
The weight m of soil3。
Soil is separated using equipment for separating liquid from solid or sandstone specifically includes following steps：Filtering is mixed with sandstone or mud first
The intermediate density liquid of soil；Sandstone or soil are dried after the completion of filtering.Soil or sandstone can be used to weigh after the drying.
8) the clay content p in dry sand to be measured is calculated by equation below：
Wherein m1For the quality of dry sand to be measured, m2For the weight of sandstone, m3For the weight of soil.
The advantageous effects of clay content measuring method are in the dry sand of the present invention：According to sand and stone flour and native apparent density
Difference, the method for interstitial fluid flotation separates sand and stone flour with soil in utilization, the clay content of accurate measurement sand.Can using this method
With the clay content in quick, accurate, quantitative measurment river sand, Machine-made Sand.Avoid the deficiency of sieve formula or methylene blue method.
Described above is only presently preferred embodiments of the present invention, not does any formal limitation to the present invention, though
So the present invention is disclosed above with preferred embodiment, but is not limited to the present invention, any to be familiar with this professional technology people
Member, in the range of technical solution of the present invention is not departed from, when the technology contents using the disclosure above make a little change or repair
The equivalent embodiment for equivalent variations is adornd, as long as being the content without departing from technical solution of the present invention, the technology according to the present invention is real
Any simple modification, equivalent variations and modification that confrontation above example is made, still fall within the scope of technical solution of the present invention
It is interior.
Claims (10)
1. including sandstone and soil in silt test instrument in a kind of dry sand, dry sand to be measured, the apparent density of the sandstone is big
In the apparent density of the soil, it is characterised in that silt test instrument includes in the dry sand：
The separation container of sandstone and soil in dry sand to be measured is separated using intermediate density liquid, the separation container holds including top
The inlet for filling the intermediate density liquid is provided with the top of device and bottom container, the upper container, it is described
Inlet is provided with closure, and the bottom of the upper container is provided with top docking port；The top of the bottom container is set
There is the bottom docking port for being docked with the top docking port；
Upper container lid, the upper container lid is used to block the top docking port；
Bottom container lid, the bottom container lid is used to block the bottom docking port；
Separating tank, the separating tank is built with intermediate density liquid；
Equipment for separating liquid from solid, the equipment for separating liquid from solid is used to separate the sandstone or the mud in the intermediate density liquid
Soil；
Solid weight meausring apparatus for weighing the sandstone or the soil weight.
2. silt test instrument in dry sand as claimed in claim 1, it is characterised in that：The top docking port and the bottom
Docked between docking port by way of grafting or screw thread.
3. silt test instrument in dry sand as claimed in claim 1, it is characterised in that：The equipment for separating liquid from solid includes filtering
Device and drying unit.
4. silt test instrument in dry sand as claimed in claim 1, it is characterised in that：The upper container and the bottom
Container is transparent vessel, and the intermediate density liquid is transparency liquid.
5. silt test instrument in dry sand as claimed in claim 4, it is characterised in that：Both sides point in the middle part of the separation container
Optical Transmit Unit and light receiving unit are not provided with, and the light beam of the light emitting units emitting irradiates through the separation container
To the light receiving unit, the decay that the light receiving unit occurs according to light beam through the separation container judges the separation
In dry sand to be measured whether separate completion.
6. silt test instrument in dry sand as claimed in claim 1, it is characterised in that：The density of the intermediate density liquid is small
Apparent density in the sandstone and the apparent density more than the soil.
7. clay content measuring method in a kind of dry sand, it is characterised in that comprise the following steps：
1) silt test instrument in the dry sand as described in any one in claim 1 to 6 is provided；
2) it is m to load weight into bottom container1Dry sand to be measured；
3) upper container and the bottom container are docked and forms separation container；
4) intermediate density liquid is filled into the separation container, the institute in dry sand to be measured is separated using the intermediate density liquid
Sandstone and the soil are stated, the sandstone is deposited in the bottom of the separation container, and the soil floats over the separation container
Top；
5) separation container is soaked in the intermediate density liquid in the separating tank, described point is separated in the state of immersion
It is then described using upper container lid and the closing of bottom container lid respectively from the upper container and bottom container of container
Upper container and the bottom container；
6) sandstone in the bottom container is separated using equipment for separating liquid from solid, and is surveyed using solid weight meausring apparatus
Measure the weight m of the sandstone2；
7) soil in the upper container is separated using equipment for separating liquid from solid, and is surveyed using solid weight meausring apparatus
Measure the weight m of the soil3；
8) the clay content p in dry sand to be measured is calculated by equation below：
<mrow>
<mi>p</mi>
<mo>=</mo>
<mfrac>
<mrow>
<msub>
<mi>m</mi>
<mn>1</mn>
</msub>
<mo>-</mo>
<msub>
<mi>m</mi>
<mn>2</mn>
</msub>
<mo>+</mo>
<msub>
<mi>m</mi>
<mn>3</mn>
</msub>
</mrow>
<mrow>
<mn>2</mn>
<msub>
<mi>m</mi>
<mn>1</mn>
</msub>
</mrow>
</mfrac>
</mrow>
Wherein m1For the quality of dry sand to be measured, m2For the weight of the sandstone, m3For the weight of the soil.
8. clay content measuring method in dry sand as claimed in claim 7, it is characterised in that：In being filled into the separation container
Between density fluid specifically include following steps：
1) closure of the inlet of upper container is opened；
2) intermediate density liquid is filled into the separation container by the inlet；
3) closure is attached to the inlet of the upper container.
9. clay content measuring method in dry sand as claimed in claim 7, it is characterised in that：Treated using the separation of intermediate density liquid
The sandstone and the soil surveyed in dry sand specifically include following steps：
1) separation container is rocked so that dry sand to be measured is dispersed in the intermediate density liquid；
2) separation container is stood so that the sandstone and the soil are separated；
3) light beam launched during standing using Optical Transmit Unit to the separation container, and being connect using light receiving unit
The light beam through the separation container is received, the decay that the separation container occurs is passed through according to light beam using the light receiving unit
Judge whether the dry sand to be measured in the separation separates completion.
10. clay content measuring method in dry sand as claimed in claim 7, it is characterised in that：Separated using equipment for separating liquid from solid
The sandstone or the soil specifically include following steps：
1) filtering is mixed with the intermediate density liquid of sandstone or soil；
2) sandstone or the soil after drying filtering.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510437657.9A CN104990826B (en) | 2015-07-23 | 2015-07-23 | Clay content measuring method in silt test instrument and dry sand in dry sand |
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| CN201510437657.9A CN104990826B (en) | 2015-07-23 | 2015-07-23 | Clay content measuring method in silt test instrument and dry sand in dry sand |
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| CN104990826B true CN104990826B (en) | 2017-10-31 |
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| CN107621427A (en) * | 2017-08-29 | 2018-01-23 | 上海市基础工程集团有限公司 | Floccule body state estimating method |
| CN107525734B (en) * | 2017-09-28 | 2023-08-29 | 西南科技大学 | System and method for measuring water content and mud content of sand and stone |
| CN107884302B (en) * | 2017-11-21 | 2019-12-13 | 北京东方建宇混凝土科学技术研究院有限公司 | Test device for measuring mud content in sand and method for measuring mud content in sand |
| CN110879186A (en) * | 2019-12-16 | 2020-03-13 | 深圳市龙岗大工业区混凝土有限公司 | Mud content detection device of concrete aggregate |
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Effective date of registration: 20180712 Address after: 451450 the intersection of Wen Lan street and Zhengmin Expressway in Zhongmu Town, Zhongmu City, Zhengzhou, Henan, Southeast of the South 300 meters. Patentee after: Henan Zhongjian West Construction Co., Ltd. Address before: 250101 3 building, Kehui building, 109 Shun Hua Road, Ji'nan hi tech Zone, Shandong Patentee before: Shandong Jianze Concrete Co., Ltd. |