CN103776658A - Liner pipe type vertical-compression undisturbed soil sampler - Google Patents
Liner pipe type vertical-compression undisturbed soil sampler Download PDFInfo
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- CN103776658A CN103776658A CN201210403091.4A CN201210403091A CN103776658A CN 103776658 A CN103776658 A CN 103776658A CN 201210403091 A CN201210403091 A CN 201210403091A CN 103776658 A CN103776658 A CN 103776658A
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- soil sample
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- soil sampler
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Abstract
The invention relates to a liner pipe type vertical-compression undisturbed soil sampler which is used for collecting a soil sample, qualitatively and quantitatively analyzing soil ingredients and physical and chemical properties, and is applicable to scientific research, teaching and production departments related to soil and earthwork. The soil sampler comprises a soil sampler main body, a liner pipe and a stopping block which are arranged inside the soil sampler main body, a cover cap arranged at the upper end of the soil sampler main body, a triangular bracket arranged on the soil sampler main body, and a jack arranged between the soil sampler main body and the triangular bracket. The liner pipe type vertical-compression undisturbed soil sampler provided by the invention has the advantages of simple and reasonable structure, convenience in operation, time-saving and labor-saving properties, high efficiency and the like. The invention provides the liner pipe type vertical-compression undisturbed soil sampler for pressing the soil sampler into soil by using the jack.
Description
Technical field
The present invention relates to a kind of soil sample barrel, a kind of liner tube type vertical compression undisturbed soil soil sample barrel specifically, this soil sample barrel is used to gather the soil analysis sample of different depth, not being only applicable to scientific research undisturbed soil samples, also be applicable to soil test sampling, be suitable for and soil, geotechnological relevant scientific research, teaching and production division.
Background technology
Soil sample barrel gathers soil analysis sample as one, for soil analysis sampling, the aid of soil test sampling is by the scientific research relevant with it, teaching and production division are used widely, soil sample barrel of the prior art, the formerly patented claim that for example patent No. is 200410073303.2, because its structure is unreasonable, so there is many shortcoming and defect parts, be in particular in: 1., owing to adopting threaded drillpipe that soil sample barrel is pressed in soil, utilizing screw thread rotation pressure to promote soil sample barrel moves down, in folding process, soil sample barrel can not rotate with threaded drillpipe, so the plate that is pressed into of threaded drillpipe lower end is bearing, its anti-pressure ability is less, when threaded drillpipe is pressed into, easily pressure break bearing, affect its fetch earth degree of depth and scope that fetches earth, 2., soil sample overcoat press-in device design is unreasonable, a little less than anti-pressure ability, takes out difficulty after being pressed into soil.
Develop a new structure soil sample barrel in order to address the above problem applicant, and apply for utility model patent, the patent No. is 200920094990.4, this soil sample barrel is mainly used in gathering the topsoil soil sample of 20cm left and right, the section larger for the depth ratio that fetches earth fetches earth, as gather scientific research, teaching undisturbed soil and the soil test soil sample of deep layer more of 40cm-100cm, because manpower is limit, fetch earth more difficult.
Summary of the invention
The present invention seeks to provide a kind of simple and reasonable, easy to operate, time saving and energy saving, it is little that soil sample barrel enters soil layer resistance, utilizes lifting jack that soil sample barrel is pressed into the high-level efficiency liner tube type vertical compression undisturbed soil soil sample barrel in soil.
The object of the present invention is achieved like this, this soil sample barrel comprises soil sample barrel main body, is arranged on internal lining pipe and the block of soil sample barrel body interior, be arranged on the block of soil sample barrel main body upper end, be arranged on the A-frame above soil sample barrel main body, be arranged on the lifting jack between soil sample barrel main body and A-frame.
The soil sample barrel of described soil sample barrel main body comprises the section of fetching earth, bushing pipe canned paragraph and three parts of block canned paragraph, and the outside leading portion of the described section of fetching earth is that perpendicular cylinder, back segment are centrum shape, and the inside of the section of fetching earth is perpendicular cylinder; One end of the close section of fetching earth in outside of described bushing pipe canned paragraph, with an annular protrusion, is connected in a side of annular protrusion and the centrum shape of the section of fetching earth; Described bushing pipe canned paragraph is inner to be connected by a rounding off section with the section of fetching earth perpendicular cylinder.
Described internal lining pipe is arranged in the bushing pipe canned paragraph of soil sample barrel body interior, withstand in ring-type rounding off section, described in the internal diameter that fetches earth mouthful be less than the internal diameter of internal lining pipe.
Described block front end is cylindrical tube shape, and rear end is stiff end, and described block is made up of with the column type sleeve that is connected plate body the disc plate body of a side.
In the time that the degree of depth is fetched earth in increase, by realizing to pad pipe is set between A-frame and lifting jack.
The present invention, owing to plastic inner lining pipe being set in the inside of soil sample barrel main body, has overcome soil difficulty of soil sample barrel in prior art, and soil sample can not approach the shortcoming and defect of virgin state, and soil sample barrel is more convenient in the time fetching earth; Utilize lifting jack that soil sample barrel is pressed in soil, the outside annular protrusion of the section of fetching earth has reduced soil resistance, be beneficial to lifting jack soil sample barrel is pressed into soil, having overcome soil sample barrel in prior art, to enter the resistance of soil layer large, firming effort, and soil sample barrel takes out difficult shortcoming and defect from the soil body, it is simple and reasonable, time saving and energy saving to have, efficiency advantages of higher, is and soil, the relevant scientific research of geotechnique, teaching and production division gather pedotheque the first-selection of the carrying out soil sample analysis utensil that fetches earth.
Accompanying drawing explanation
Fig. 1 is liner tube type vertical compression undisturbed soil soil sample barrel one-piece construction schematic diagram.
Fig. 2 is the exploded view of the parts such as soil sample barrel main body of the present invention.
Fig. 3 is the exploded view of soil sample barrel main element of the present invention.
Fig. 4 is soil sample barrel amplification view in soil sample barrel main body of the present invention.
Fig. 5 is pad tubular construction schematic diagram of the present invention.
Embodiment
Shown in accompanying drawing 1,2: this soil sample barrel comprises soil sample barrel main body 1, is arranged on internal lining pipe 2 and the block 3 of soil sample barrel main body 1 inside, be arranged on the block 4 of soil sample barrel main body 1 upper end, be arranged on soil sample barrel main body 1 A-frame 5 above, be arranged on the lifting jack 6 between soil sample barrel main body 1 and A-frame 5.
Shown in accompanying drawing 3,4: the soil sample barrel of described soil sample barrel main body 1 comprises the section of fetching earth 7, bushing pipe canned paragraph 8 and 9 three parts of block canned paragraph, one end of the close section of fetching earth 7 in outside of described bushing pipe canned paragraph 8 is with an annular protrusion 10, a side at annular protrusion 10 is connected with the centrum shape 11 of the end 7 that fetches earth, and described bushing pipe canned paragraph 8 is inner to be connected by a rounding off section 13 with the section of fetching earth 7 perpendicular cylinders.
Described internal lining pipe 2 is arranged in the bushing pipe canned paragraph 8 of soil sample barrel main body 1 inside, withstand in ring-type rounding off section 13, described in fetch earth mouthfuls 12 internal diameter be less than the internal diameter of internal lining pipe 2.
Described block 3 front ends 14 are cylindrical tube shapes, and rear end 15 is stiff ends, and described block 4 is made up of with the column type sleeve 16 that is connected plate body 17 the disc plate body 17 of a side.
In the time that the degree of depth is fetched earth in increase, by managing shown in 18(Fig. 5 to pad is set between A-frame 5 and lifting jack 6) realize.
Principle of work: the inside that when use, plastic inner lining pipe 2 is arranged on to the soil sample barrel of soil sample barrel main body 1, above internal lining pipe 2, place block 3, finally the column type sleeve 16 of block is enclosed within on the block canned paragraph 9 of soil sample barrel main body, the disc plate body 17 of block withstands the stiff end 15 of block, fetching earth, region is fixed A-frame 5 by ground nail 19, then vertically the mouth 12 that fetches earth of soil sample barrel is aimed to the position of fetching earth, between the block 4 of soil sample barrel main body 1 and the top board 20 of A-frame 5, place lifting jack 6, start lifting jack, the reacting force acting on block 4 is pressed into soil sample barrel main body 1 in soil, after completing and fetching earth, mention soil sample barrel main body 1, take off block 4 and block 3, again plastic inner lining pipe 2 is taken out, the soil analysis sample gathering is just retained in plastic inner lining pipe 2.
Claims (4)
1. a liner tube type vertical compression undisturbed soil soil sample barrel, it is characterized in that: this soil sample barrel comprises soil sample barrel main body (1), is arranged on soil sample barrel main body (1) inner internal lining pipe (2) and block (3), be arranged on the block (4) of soil sample barrel main body (1) upper end, be arranged on soil sample barrel main body (1) A-frame (5) above, be arranged on the lifting jack (6) between soil sample barrel main body (1) and A-frame (5).
2. a kind of liner tube type vertical compression undisturbed soil soil sample barrel according to claim 1, it is characterized in that: the soil sample barrel of described soil sample barrel main body (1) comprises the section of fetching earth (7), (9) three parts of bushing pipe canned paragraph (8) and block canned paragraph, one end of the close section of fetching earth (7) in outside of described bushing pipe canned paragraph (8) is with an annular protrusion (10), be connected in a side of annular protrusion (10) and the centrum shape (11) of the section of fetching earth (7), described bushing pipe canned paragraph (8) is inner to be connected by a rounding off section (13) with the section of fetching earth (7) perpendicular cylinder.
3. a kind of liner tube type vertical compression undisturbed soil soil sample barrel according to claim 1, it is characterized in that: described internal lining pipe (2) is arranged in the inner bushing pipe canned paragraph (8) of soil sample barrel main body (1), withstand on ring-type rounding off section (13) upper, described in the fetch earth internal diameter of mouthful (12) be less than the internal diameter of internal lining pipe (2).
4. a kind of liner tube type vertical compression undisturbed soil soil sample barrel according to claim 1, it is characterized in that: described block (3) front end (14) is cylindrical tube shape, rear end (15) is stiff end, and described block (4) is made up of with the column type sleeve (16) that is connected plate body (17) the disc plate body (17) of a side.
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CN201210403091.4A CN103776658B (en) | 2012-10-22 | 2012-10-22 | Liner tube type vertical compression undisturbed soil soil sample barrel |
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CN201210403091.4A CN103776658B (en) | 2012-10-22 | 2012-10-22 | Liner tube type vertical compression undisturbed soil soil sample barrel |
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CN103776658A true CN103776658A (en) | 2014-05-07 |
CN103776658B CN103776658B (en) | 2016-04-27 |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106014403A (en) * | 2016-07-13 | 2016-10-12 | 华南理工大学 | Direct-pressing sleeve type situ soil column collector |
CN107367412A (en) * | 2017-07-04 | 2017-11-21 | 山东大学 | Sample preparation and sampling combination unit and method suitable for soil test standard specimen |
CN108613846A (en) * | 2018-04-24 | 2018-10-02 | 上海天谱安全技术咨询有限公司 | A kind of atmosphere sampling instrument |
CN110672361A (en) * | 2019-10-16 | 2020-01-10 | 广东省生态环境技术研究所 | Original state earth pillar digger |
CN111795853A (en) * | 2020-08-17 | 2020-10-20 | 湖南省水利水电勘测设计研究总院 | Soil sampling device and method suitable for completely weathered stratum |
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CN201548420U (en) * | 2009-12-09 | 2010-08-11 | 吉林师范大学 | Manual pedal vertical-compression soil sampler |
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2012
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JP3662007B2 (en) * | 2002-07-09 | 2005-06-22 | 孝晴 正垣 | Fixed piston sampler with cone function |
CN1609583A (en) * | 2004-11-22 | 2005-04-27 | 西北农林科技大学 | Support rotating undisturbed soil sampling device |
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CN201548420U (en) * | 2009-12-09 | 2010-08-11 | 吉林师范大学 | Manual pedal vertical-compression soil sampler |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106014403A (en) * | 2016-07-13 | 2016-10-12 | 华南理工大学 | Direct-pressing sleeve type situ soil column collector |
CN107367412A (en) * | 2017-07-04 | 2017-11-21 | 山东大学 | Sample preparation and sampling combination unit and method suitable for soil test standard specimen |
CN107367412B (en) * | 2017-07-04 | 2019-11-19 | 山东大学 | Sample preparation and sampling combination unit and method suitable for soil test standard sample |
CN108613846A (en) * | 2018-04-24 | 2018-10-02 | 上海天谱安全技术咨询有限公司 | A kind of atmosphere sampling instrument |
CN110672361A (en) * | 2019-10-16 | 2020-01-10 | 广东省生态环境技术研究所 | Original state earth pillar digger |
CN111795853A (en) * | 2020-08-17 | 2020-10-20 | 湖南省水利水电勘测设计研究总院 | Soil sampling device and method suitable for completely weathered stratum |
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