CN103076219A - Automatic geotechnical test sampling machine and sampling method - Google Patents

Automatic geotechnical test sampling machine and sampling method Download PDF

Info

Publication number
CN103076219A
CN103076219A CN2013100317680A CN201310031768A CN103076219A CN 103076219 A CN103076219 A CN 103076219A CN 2013100317680 A CN2013100317680 A CN 2013100317680A CN 201310031768 A CN201310031768 A CN 201310031768A CN 103076219 A CN103076219 A CN 103076219A
Authority
CN
China
Prior art keywords
compactor
hair
sweeping device
soil
soil sample
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.)
Granted
Application number
CN2013100317680A
Other languages
Chinese (zh)
Other versions
CN103076219B (en
Inventor
阮滨
陈国兴
王志华
王炳辉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nanjing Tech University
Original Assignee
Nanjing Tech University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Nanjing Tech University filed Critical Nanjing Tech University
Priority to CN201310031768.0A priority Critical patent/CN103076219B/en
Publication of CN103076219A publication Critical patent/CN103076219A/en
Application granted granted Critical
Publication of CN103076219B publication Critical patent/CN103076219B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Sampling And Sample Adjustment (AREA)

Abstract

The invention discloses an automatic soil test sampling machine and a sampling method. The method comprises the following steps: putting the materials into a funnel, putting the materials into a material discharge groove from the funnel, and weighing by adopting an electronic scale; shaking the material into a soil sample mold by a vibration exciter; the telescopic rotating rod drives the compactor to carry out rotary compaction on the materials in the soil sample mold to an appointed height; the flexible rotating rod pushes the broom head to rotate in the soil sample mould for broom. The invention not only effectively reduces the uneven distribution degree of soil on each layer during sample preparation, reduces the uneven distribution degree of layers, but also overcomes the phenomenon of axial deviation in real time during sample preparation pressure and the phenomenon of excessive smashing or less smashing during sample smashing and compacting. Effectively improved the appearance quality of soil sample, effectual improvement work efficiency and reduced working cost, the appearance of making accords with geotechnical test's requirement.

Description

A kind of automatic soil test sampling machine and method for making sample
Technical field
The present invention relates to a kind of automatic soil test sampling machine and method for making sample, belong to soil test soil sample manufacture technology field.
Background technology
At present, in a lot of building class scientific research institutions the hollow cylinder torsional shear instrument is arranged, triaxial apparatus, Resonant Column need to be reinvented into the various character that sample is studied soil with soil.Can geotechnological experimental data be extremely important accurately for making for the one-tenth sample quality of soil.Therefore, the factor that has been made into a key that can make success of the test of soil sample.
The sample preparation of reinventing of nowadays most of soil tests substantially all is manual sample preparation, and manually sample preparation takes time and effort, and the soil sample possibility difference of different people's systems is very large, and the soil sample of doing when same person is different may quality also have very large difference.And manually there are a lot of lack of standardization or inevitable technological deficiencies in the sample preparation.For example, sample preparation all can layering be put earth material, supposes minute four layers of placement, during blowing because manually, the distribution during unavoidable every layer of blowing native inhomogeneous, the excessive phenomenon of local quality appearred in soil sample when this just caused compacting, caused the undesirable of experimental data.Owing to the hand steered sample device of pounding, position, disalignment in the time of can occurring pounding sample unavoidably causes the local packing difference of soil sample very large in pounding the sample process.Because power control is accurate not, the phenomenon of pounding or pounding less can occur when manually pounding sample, pound if cross, soil sample will be made again so, lose time and muscle power.In the middle of the between the layers brooming process, usually also occur to be connected inhomogeneous phenomenon, so that in process of the test, cause the undesirable or test failure of data.Coming sample preparation even nowadays have with sampling machine, also is that automaticity is very low, be mingled with a lot of manpowers, and sample making apparatus can only make certain soil, certain big or small soil sample.
In order to improve the quality of sample preparation, increase work efficiency, reduce labour cost and labour intensity, in the urgent need to the sample preparation instrument of science, robotization.But nowadays domestic not yet have a this robotization sample preparation instrument.
Summary of the invention
The present invention seeks to provides a kind of automatic soil test sampling machine and method for making sample for the defective that prior art exists, the present invention is scientific and reasonable, and the sampling machine that automaticity is higher is applicable to multiple soil, the sample preparation demand of sizes soil sample, and instrument is simple to operation.
The present invention adopts following technical scheme for achieving the above object:
A kind of automatic soil test sampling machine of the present invention, it is characterized in that comprising compactor, hair-sweeping device, expansion bend, rotating disk, vibrator, funnel, the soil sample mould, rotary base, support, trough and mold base, wherein expansion bend is arranged at support top, compactor and hair-sweeping device are connected with expansion bend by flexible dwang respectively, rotary base arranges frame bottom, the top of rotary base arranges rotating disk, the soil sample mould is arranged at rotating disk top by mold base, the setting corresponding to the soil sample mould of one end of trough, the other end of trough is corresponding with the discharging opening of funnel to arrange and arranges vibrator; Vibrator is trembled the original mold tool that buries with the material in the funnel by trough, and expansion bend is pushed into compactor or hair-sweeping device directly over the soil sample mould, drives compactor or hair-sweeping device is rotated compacting or rotates brooming by flexible dwang.
Hopper valve switch and electronic scale also are set on the described funnel.
Described compactor is solid compactor or hollow compactor.
Described hair-sweeping device is solid hair-sweeping device or hollow hair-sweeping device.
A kind of method for making sample of automatic soil test sampling machine is as follows:
Material is put into funnel, open the hopper valve switch, material is put into trough by funnel, hopper valve autoshutdown when adopting electronic scales meter heavy burder to reach default weight; By vibrator material is trembled the original mold tool that buries; By expansion bend compactor is pushed into directly over the soil sample mould, drives compactor by flexible dwang and the material in the soil sample mould is rotated is densified to specified altitude assignment; Reintroduce compactor, by expansion bend hair-sweeping device is pushed into directly over the soil sample mould, promote hair-sweeping device by flexible dwang and to the soil sample mould, rotate brooming, then propose hair-sweeping device.
Advantage of the present invention and effect are:
1. because the scalable random length of controllable extensible dwang, therefore be not limited to the number of plies of layering during sample preparation, can divide infinite layers in theory, can make so between layers as far as possible evenly, because in the jolt ramming process spinfunction is arranged, the soil body is evenly distributed in every layer of distribution again.
2. owing to the controllability of controllable extensible dwang, having avoided pounding sample is that phenomenon is pounded or pounded less to the mistake that occurs.
3. owing to can divide many times blowing during every layer of blowing, be not limited to equally the blowing number of times, mold bottom has rotating disk can set the number of revolutions that turns around according to the number of times of blowing equally, and is even as much as possible during every layer of blowing of assurance.
4. because compactor and hair-sweeping device perpendicular to mould, have therefore overcome the phenomenon that off-axis occurs in the process of compacting or brooming.
5. because the replaceability of compactor, hair-sweeping device and mould is not limited to the soil sample of making a type, only need change different models, can make the soil sample of different model, save like this space and cost of manufacture.
6. owing to the setting of hair-sweeping device, the layer that has occurred when effectively having solved the layering sample preparation and layer be the problem of loose contact effectively.
Description of drawings
Fig. 1---structural representation of the present invention;
Fig. 2---hollow compactor suit and hollow hair-sweeping device suit;
Fig. 3---solid compactor suit and solid hair-sweeping device suit;
Fig. 4---sampling die suit;
Fig. 5---mold base.
The hollow compactor of number in the figure: 1-; The hollow hair-sweeping device of 2-; The solid compactor of 3-; The solid hair-sweeping device of 4-; 5-automatic telescopic device; The 6-rotating disk; 7,16-controllable extensible dwang; The 8-vibrator; The 9-funnel; 10-soil sample mould; 11-hopper valve switch; The 12-mold base; The 13-support; The 14-trough; The 15-electronic scales; The 17-mold base.
Embodiment
To shown in Figure 5, a kind of automatic sample machine of the present invention comprises the soil sample compactor 1,3 of machine such as Fig. 1; The hair-sweeping device 2,4 of soil sample; Soil sample mould 10; Mold base 17; Rotating disk 6, compactor 1,3 and hair-sweeping device 2,4 control device.Expansion bend 5 is arranged at the top of support 13, the 12-mold base is arranged at the bottom of support 13, set the flexible dwang 7 of flexible vibration and rotation above the compactor by computer, 16, the next door is the real later hair-sweeping device of every lamination, what connect flexible dwang is expansion bend 5, it can compactor and hair-sweeping device be pushed into sampling die directly over, the soil sample mould is for 10 times the mold base 17 that can place the different model mould, that the gyrocompass that can rotate any fixed angle is rotating disk 6 under the mold base, can freely rotate by driven mold, earth material is put into by trough 14, its end is connected by vibrator 8, make material can arrive at mould fully, trough top is the weighing hopper 9 with the automatic shutter function, with valve switch 11 and electronic scales 15.
A kind of method for making sample of automatic sample machine comprises following technical step:
(1) earth material with needs calculates, and puts into funnel.Which floor need divide when setting sample preparation as required, every layer need be divided several times blowing again.
When (2) weighing up each blowing weight of setting by electronic scales, the funnel switch is opened automatically, pours each material into trough.
(3) drive the trough shake by vibrator, guarantee to expect all to pour in the mould.
(4) angle that is set by dial rotation, repeating step (2) ~ (4) are until this layer blowing finishes.
(5) drive compactor by flexible dwang this layer soil is carried out compacting, drive hair-sweeping device by flexible dwang again this layer soil is carried out brooming.
(6) repeating step (2) ~ (5), to the last one deck soil pressure is real finishes.
Embodiment:
Add and make the hollow sample that the sample dry weight is 1000g (sample is paid attention to different size and decided), minute 10 laminations are real, and every layer is divided again blowing 10 times, each 10g.When for example putting ground floor, material is put into funnel 1, open hopper valve switch 11, material is put into trough 14, and is heavy by electronic scales 15, hopper valve 11 autoshutdowns when just in time putting into 10g, by vibrator 8 material is trembled into sampling die 10, rotating disk turns 36 °, repeats above step 10 inferior, and the ground floor blowing finishes; By expansion bend 5 compactor 1 is pushed into directly over the mould 10, drives compactors by flexible dwang 7 and be rotated and be densified to specified altitude assignment; Reintroduce compactor, by expansion bend 5 hair-sweeping device 2 is pushed into directly over the mould, being pushed into by flexible dwang 16 needs the position to rotate brooming, then proposes hair-sweeping device; Then repeat to do the second layer, until the tenth layer of end.If make solid sample, solid compactor 3 and solid hair-sweeping device 4 distributed replace hollow compactors 1 and hollow hair-sweeping device 2 gets final product.If need to make the soil sample of different size, only need to replace corresponding mould 10, compacting and hair-sweeping device size and get final product.
Adopt after the sampling machine and method of this invention, finding has obvious lifting to the quality and performance of the soil sample made.Find relatively later on traditional manual sample preparation and method, the error that the out of true of quality of soil sample causes all can appear in the soil sample of making in the past, general error amount is more than 5%, and adopts after the sampling machine and method of this invention, and the error amount of quality of soil sample is below 0.1%; The sample unevenness of making in the past is very high, if react unevenness with standard deviation, former soil sample unevenness is more than 28, and adopts after the sampling machine and method of this invention, and the unevenness of soil sample is reduced to below 5; In doing the process of experiment since the mortality that the quality problems of soil sample occur more than 1.3%, and the failure of an experiment rate is reduced to below 0.1% after adopting the sampling machine of this invention and method.
The above only is the preferred embodiments of the present invention, be not limited to the present invention, although with reference to previous embodiment the present invention is had been described in detail, for a person skilled in the art, it still can be made amendment to the technical scheme that aforementioned each embodiment puts down in writing, and perhaps part technical characterictic wherein is equal to replacement.Within the spirit and principles in the present invention all, any modification of doing, be equal to replacement, improvement etc., all should be included within protection scope of the present invention.

Claims (5)

1. automatic soil test sampling machine, it is characterized in that comprising compactor, hair-sweeping device, expansion bend, rotating disk, vibrator, funnel, the soil sample mould, rotary base, support, trough and mold base, wherein expansion bend is arranged at support top, compactor and hair-sweeping device are connected with expansion bend by flexible dwang respectively, rotary base arranges frame bottom, the top of rotary base arranges rotating disk, the soil sample mould is arranged at rotating disk top by mold base, the setting corresponding to the soil sample mould of one end of trough, the other end of trough is corresponding with the discharging opening of funnel to arrange and arranges vibrator; Vibrator is trembled the original mold tool that buries with the material in the funnel by trough, and expansion bend is pushed into compactor or hair-sweeping device directly over the soil sample mould, drives compactor or hair-sweeping device is rotated compacting or rotates brooming by flexible dwang.
2. a kind of automatic soil test sampling machine according to claim 1 is characterized in that also arranging on the described funnel hopper valve switch and electronic scale.
3. a kind of automatic soil test sampling machine according to claim 1 is characterized in that described compactor is solid compactor or hollow compactor.
4. according to claim 1 or 3 described a kind of automatic soil test sampling machines, it is characterized in that described hair-sweeping device is solid hair-sweeping device or hollow hair-sweeping device.
5. method for making sample based on a kind of automatic soil test sampling machine claimed in claim 1 is characterized in that described method is as follows:
Material is put into funnel, open the hopper valve switch, material is put into trough by funnel, hopper valve autoshutdown when adopting electronic scales meter heavy burder to reach default weight; By vibrator material is trembled the original mold tool that buries; By expansion bend compactor is pushed into directly over the soil sample mould, drives compactor by flexible dwang and the material in the soil sample mould is rotated is densified to specified altitude assignment; Reintroduce compactor, by expansion bend hair-sweeping device is pushed into directly over the soil sample mould, promote hair-sweeping device by flexible dwang and to the soil sample mould, rotate brooming, then propose hair-sweeping device.
CN201310031768.0A 2013-01-28 2013-01-28 Automatic geotechnical test sampling machine and sampling method Expired - Fee Related CN103076219B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310031768.0A CN103076219B (en) 2013-01-28 2013-01-28 Automatic geotechnical test sampling machine and sampling method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310031768.0A CN103076219B (en) 2013-01-28 2013-01-28 Automatic geotechnical test sampling machine and sampling method

Publications (2)

Publication Number Publication Date
CN103076219A true CN103076219A (en) 2013-05-01
CN103076219B CN103076219B (en) 2014-12-17

Family

ID=48152824

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310031768.0A Expired - Fee Related CN103076219B (en) 2013-01-28 2013-01-28 Automatic geotechnical test sampling machine and sampling method

Country Status (1)

Country Link
CN (1) CN103076219B (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103674621A (en) * 2013-11-28 2014-03-26 湖州埭溪振华工贸有限公司 Vibrating, conveying and sampling device
CN103969094A (en) * 2014-04-11 2014-08-06 北京交通大学 Multifunctional sample preparation device
CN104777016A (en) * 2015-01-14 2015-07-15 南京工业大学 Slurry consolidation sample preparation equipment and use method thereof
CN106769343A (en) * 2017-03-15 2017-05-31 南京工业大学 Device for preparing hollow cylindrical sample by sand rain method and sample preparation method thereof
CN106827172A (en) * 2017-01-25 2017-06-13 河海大学 A kind of artificial coarse-grained soil forming instrument and its forming method
CN108414320A (en) * 2018-03-29 2018-08-17 西京学院 A kind of automatic ramming device of triaxial test disturbance soil sample and its control system
CN109357985A (en) * 2018-10-26 2019-02-19 河海大学 A kind of soil body sample preparing instrument and preparation method for compression shear seepage tests
CN111141567A (en) * 2019-12-24 2020-05-12 河北建筑工程学院 Hydraulic part demoulding all-in-one machine
CN112258082A (en) * 2020-11-04 2021-01-22 成都市食品药品检验研究院 Personalized risk prevention and control intelligent system for food production and operation enterprises
CN114345435A (en) * 2021-12-13 2022-04-15 安徽省建筑科学研究设计院 Heavy bearing experiment table for geotechnical experiment

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5606133A (en) * 1995-10-06 1997-02-25 Pine Instrument Company Gyratory compactor with mold specimen extruder
CN101629880A (en) * 2009-08-05 2010-01-20 中国地质大学(武汉) Horizontally push-type bidirectional sample preparation instrument
CN201397262Y (en) * 2009-05-09 2010-02-03 袁中夏 Earthwork sample preparing instrument
CN102095618A (en) * 2010-11-30 2011-06-15 上海交通大学 Device for preparing light-weight remoulded soil sample

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5606133A (en) * 1995-10-06 1997-02-25 Pine Instrument Company Gyratory compactor with mold specimen extruder
CN201397262Y (en) * 2009-05-09 2010-02-03 袁中夏 Earthwork sample preparing instrument
CN101629880A (en) * 2009-08-05 2010-01-20 中国地质大学(武汉) Horizontally push-type bidirectional sample preparation instrument
CN102095618A (en) * 2010-11-30 2011-06-15 上海交通大学 Device for preparing light-weight remoulded soil sample

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
杨少丽: "改进的室内粉土制样技术", 《岩土工程学报》, vol. 22, no. 3, 31 May 2000 (2000-05-31), pages 379 - 380 *
郑剑锋 等: "重塑土室内制样技术对比研究", 《冰川冻土》, vol. 30, no. 3, 30 June 2008 (2008-06-30), pages 494 - 500 *

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103674621B (en) * 2013-11-28 2016-02-24 湖州埭溪振华工贸有限公司 A kind of vibration transmission sampling apparatus
CN103674621A (en) * 2013-11-28 2014-03-26 湖州埭溪振华工贸有限公司 Vibrating, conveying and sampling device
CN103969094A (en) * 2014-04-11 2014-08-06 北京交通大学 Multifunctional sample preparation device
CN104777016A (en) * 2015-01-14 2015-07-15 南京工业大学 Slurry consolidation sample preparation equipment and use method thereof
CN104777016B (en) * 2015-01-14 2017-10-24 南京工业大学 Slurry consolidation sample preparation equipment and use method thereof
CN106827172A (en) * 2017-01-25 2017-06-13 河海大学 A kind of artificial coarse-grained soil forming instrument and its forming method
CN106769343A (en) * 2017-03-15 2017-05-31 南京工业大学 Device for preparing hollow cylindrical sample by sand rain method and sample preparation method thereof
CN108414320B (en) * 2018-03-29 2020-12-22 西京学院 Triaxial test disturbed soil sample automatic compaction device and control system thereof
CN108414320A (en) * 2018-03-29 2018-08-17 西京学院 A kind of automatic ramming device of triaxial test disturbance soil sample and its control system
CN109357985A (en) * 2018-10-26 2019-02-19 河海大学 A kind of soil body sample preparing instrument and preparation method for compression shear seepage tests
CN111141567A (en) * 2019-12-24 2020-05-12 河北建筑工程学院 Hydraulic part demoulding all-in-one machine
CN111141567B (en) * 2019-12-24 2022-08-02 河北建筑工程学院 Hydraulic part demoulding all-in-one machine
CN112258082A (en) * 2020-11-04 2021-01-22 成都市食品药品检验研究院 Personalized risk prevention and control intelligent system for food production and operation enterprises
CN112258082B (en) * 2020-11-04 2021-06-18 成都市食品药品检验研究院 Personalized risk prevention and control intelligent system for food production and operation enterprises
CN114345435A (en) * 2021-12-13 2022-04-15 安徽省建筑科学研究设计院 Heavy bearing experiment table for geotechnical experiment
CN114345435B (en) * 2021-12-13 2023-11-10 安徽省建筑科学研究设计院 Heavy bearing experiment table for geotechnical experiments

Also Published As

Publication number Publication date
CN103076219B (en) 2014-12-17

Similar Documents

Publication Publication Date Title
CN103076219B (en) Automatic geotechnical test sampling machine and sampling method
CN105784444B (en) Indoor hollow cylinder reshaped clay sample compression preparation facilities and its method
CN107511320A (en) A kind of Sand screen for construction
CN206716436U (en) A kind of building sandstone screening plant based on crank block slider structure
CN206467702U (en) A kind of multi-functional pile foundation simulation chamber
CN103969094A (en) Multifunctional sample preparation device
CN203282363U (en) Automatic resin grinding wheel material spreading machine
CN113333686A (en) Sand filling device for lost foam casting process without damaging bottom sand
CN207540850U (en) Fill out sand tube parallel connection automatic making device
CN103466114A (en) Measuring jolt ramming mechanism
CN204508273U (en) A kind of wine unstrained spirits loaded steamer distribution device
CN103543050A (en) Preparation mould for manual simulated rock core test piece with central hole
CN104162506B (en) A kind of vibration aseptic capsule screening machine of charging
CN207314108U (en) A kind of road drilling is backfilling and compacted device
CN206926054U (en) A kind of making mould of adjustable analog material standard specimen
CN204997002U (en) V method casting device of welt
CN204297718U (en) A kind of hopper with vibrating motor
CN204735254U (en) Automatic chemical drug thing grinder
CN203972299U (en) Batch mixing screening plant
CN205735430U (en) Brick compacting mold
CN204007979U (en) The static grain-to-grain pressure measurement mechanism of loaded type
CN105823584B (en) A kind of device suitable for the Z-shaped Specimen Method measure anti-shear concrete intensity in simple shear face
CN204822111U (en) Powder medicine filling device
CN103381891A (en) Automatic loading device suitable for preparing large-sized tungsten molybdenum bar billets
CN204051842U (en) A kind of crushing and screening device

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20141217

Termination date: 20160128

EXPY Termination of patent right or utility model