CN103670394A - Earth-taking device for sand frozen earth - Google Patents

Earth-taking device for sand frozen earth Download PDF

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CN103670394A
CN103670394A CN201210319869.3A CN201210319869A CN103670394A CN 103670394 A CN103670394 A CN 103670394A CN 201210319869 A CN201210319869 A CN 201210319869A CN 103670394 A CN103670394 A CN 103670394A
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soil
pipe
circular hole
drawing out
taking
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CN103670394B (en
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宗芹
阿拉木萨
牛存洋
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Institute of Applied Ecology of CAS
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Abstract

本发明涉及一种沙地冻土的取土装置,包括电钻和钻头,钻头外表面有螺纹,定量取土管的顶端带有内螺纹,与电钻钻头螺纹连接;所述定量取土管外管壁的两侧对称部位沿管长方向切割有两个长方形的去土槽;定量取土管的底端管壁有多个齿牙。本发明能够方便快捷的取得原状冻土样品,而且由于定量取土杆的作用,可以一次准确地取到各种长度的原状土壤柱样品;同时利用去土槽的孔隙可以快速的将取到钢管里的土取出来;方便快捷,能够解决沙地取冻土的困难。

Figure 201210319869

The invention relates to a soil-taking device for sandy and frozen soil, which comprises an electric drill and a drill bit. The outer surface of the drill bit has threads, and the top of the quantitative soil-taking pipe has internal threads, which are threadedly connected with the electric drill bit; the outer pipe wall of the quantitative soil-taking pipe Two rectangular soil-removing grooves are cut along the length direction of the pipe at the symmetrical parts on both sides; the pipe wall at the bottom end of the quantitative soil-taking pipe has a plurality of teeth. The present invention can obtain undisturbed frozen soil samples conveniently and quickly, and due to the function of the quantitative soil-taking rod, undisturbed soil column samples of various lengths can be accurately obtained at one time; at the same time, steel pipes can be quickly obtained by using the pores of the soil removal tank Take out the soil inside; it is convenient and quick, and can solve the difficulty of taking frozen soil from sandy land.

Figure 201210319869

Description

一种沙地冻土的取土装置Soil fetching device for sandy permafrost

技术领域 technical field

本发明涉及一种冻土的取样装置,主要是针对沙地冻土取土以测定其含水量的取土装置。The invention relates to a sampling device for frozen soil, which is mainly aimed at sampling soil from sandy frozen soil to measure its water content.

背景技术 Background technique

在土壤冻结过程中,土壤中的水分发生迁移而重新分布,这是土壤冻结作用研究中的一个核心问题。在开展相关冻土区土壤水分状况研究工作中,需要精确测定冻结土壤的水分含量,但传统的土壤取样装置主要针对的是常温下的土壤取样工作,其在冻结土壤中无法取得合格的冻土样品,同时,由于传统取样方法的局限性,土钻不能进行定量的取土,取土的量一般是用土钻外侧的标记来定量,经常会出现多取或少取的情况,因此在土壤取样中很难做到准确取得精确深度的土壤样品。During the process of soil freezing, the water in the soil migrates and redistributes, which is a core issue in the study of soil freezing. In the research work on soil moisture status in related permafrost regions, it is necessary to accurately measure the moisture content of frozen soil, but traditional soil sampling devices are mainly aimed at soil sampling at room temperature, which cannot obtain qualified frozen soil in frozen soil. At the same time, due to the limitations of traditional sampling methods, soil augers cannot carry out quantitative soil sampling. The amount of soil sampling is generally quantified by the marks on the outside of the soil auger. More or less sampling often occurs, so soil sampling It is difficult to accurately obtain soil samples at precise depths in the field.

发明内容 Contents of the invention

针对现有技术的不足,本发明提供一种方便快捷取得原状冻土样品的装置。Aiming at the deficiencies of the prior art, the invention provides a device for obtaining undisturbed frozen soil samples conveniently and quickly.

本发明为实现上述目的所采用的技术方案是:一种沙地冻土的取土装置,包括电钻和钻头,其特征在于:钻头外表面有螺纹,定量取土管的顶端带有内螺纹,与电钻钻头螺纹连接;所述定量取土管外管壁的两侧对称部位沿管长方向切割有两个长方形的去土槽;定量取土管的底端管壁有多个齿牙。The technical solution adopted by the present invention for achieving the above object is: a kind of earth-borrowing device for sandy and frozen soil, comprising an electric drill and a drill bit, characterized in that: the outer surface of the drill bit is threaded, and the top of the quantitative soil-borrowing pipe is provided with an internal thread, and The drill bit of the electric drill is threaded; the symmetrical part on both sides of the outer pipe wall of the quantitative soil taking pipe is cut with two rectangular soil removal grooves along the pipe length direction; the bottom pipe wall of the quantitative soil taking pipe has a plurality of teeth.

所述定量取土管外管壁的两侧对称部位沿管长方向有多对圆孔,其中对称的一对圆孔中插入取土杆。There are multiple pairs of round holes along the length direction of the pipe at the symmetrical parts on both sides of the outer pipe wall of the quantitative soil-taking pipe, and soil-taking rods are inserted into the symmetrical pair of round holes.

所述圆孔与两个去土槽分离。The circular hole is separated from the two soil removal troughs.

所述两个去土槽与取土管顶部内螺纹有距离。There is a distance between the two soil-removing grooves and the internal thread at the top of the soil-taking pipe.

所述一对圆孔中一个圆孔内有螺纹,另一个圆孔的外孔径大于内孔径。One of the pair of round holes has threads inside, and the outer diameter of the other round hole is larger than the inner diameter.

所述取土杆为螺栓,所述螺栓与带螺纹的圆孔相配合,所述螺栓的螺母直径等于另一个圆孔的外孔径,且大于该圆孔的内孔径。The soil-taking rod is a bolt, and the bolt is matched with a threaded round hole, and the diameter of the nut of the bolt is equal to the outer diameter of another round hole and larger than the inner diameter of the round hole.

所述齿牙与去土槽有距离。There is a distance between the teeth and the soil removing groove.

所述多个圆孔均匀排列在去土槽的顶边和底边之间。The plurality of circular holes are evenly arranged between the top edge and the bottom edge of the soil removal tank.

本发明具有以下有益效果及优点:The present invention has the following beneficial effects and advantages:

1.本发明主要是解决沙地冻土定量取土的困难,利用本发明工具能够方便快捷的取得原状冻土样品,而且由于定量取土杆的作用,可以一次准确地取到5cm,10cm,15cm或20cm长度的原状土壤柱样品。1. The present invention mainly solves the difficulty of taking soil quantitatively from sandy permafrost. Utilizing the tool of the present invention can obtain the undisturbed frozen soil sample conveniently and quickly, and due to the effect of the quantitative soil taking rod, it can be accurately taken to 5cm, 10cm at a time, Undisturbed soil column samples of 15cm or 20cm length.

2.同时利用去土槽的孔隙可以快速的将取到钢管里的土取出来。此法方便快捷,能够解决沙地取冻土的困难。2. At the same time, the soil taken into the steel pipe can be quickly taken out by using the pores of the soil removal tank. This method is convenient and quick, and can solve the difficulty of taking frozen soil from sandy land.

附图说明 Description of drawings

图1是本发明的取土装置示意图。Fig. 1 is a schematic view of the soil removal device of the present invention.

具体实施方式 Detailed ways

下面结合附图及实施例对本发明做进一步的详细说明。The present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments.

为了克服沙地冻土取土的困难,本发明提供一种新型沙地冻土取土装置,该装置能取到地表及以下的冻土样品。In order to overcome the difficulty of taking soil from sandy frozen soil, the invention provides a novel sandy frozen soil taking device, which can take samples of frozen soil from the surface and below.

该仪器主要由电钻1和冻土定量取土管2两个部分组成(图1),该冻土定量取土管2螺纹连接在电钻1的钻杆上,取土管由硬质钢材管制作,管壁厚0.35cm,长24cm,内径为4.3cm;在冻土定量取土管2的两侧对称的部位距离底端2cm处,切割开宽为1cm长为20cm的空心槽,取名为去土槽3;在去土槽3的两侧共挖8个孔命名为定量取土孔6,左右各4个对称分布,其中一侧所有的孔径为1cm,另一侧所有的内孔径为1cm,外孔径为1.5cm,孔内车制螺纹,在对称的两个孔内可以旋入一根等径(1cm)的金属螺钉即为定量取土杆4(还可以为螺栓,螺杆和螺母),并使该螺钉的两端恰好旋入定量取土孔6内,并保持管壁外侧光滑;定量取土管2的头部管壁外端为连续齿牙,齿牙高度0.4cm,宽度为1cm,便于取土。The instrument is mainly composed of an electric drill 1 and a quantitative soil-taking pipe 2 for frozen soil (Figure 1). The quantitative soil-taking pipe 2 for frozen soil is threaded on the drill pipe of the electric drill 1. Thick 0.35cm, length 24cm, inner diameter is 4.3cm; At the position 2cm away from the bottom of the symmetrical position on both sides of the quantitative soil taking pipe 2 for frozen soil, cut a hollow groove with a width of 1cm and a length of 20cm, named as soil removal groove 3 ; Dig 8 holes and name them as quantitative soil-borrowing holes 6 in both sides of soil removal tank 3, respectively 4 symmetrical distributions on the left and right sides, wherein all apertures on one side are 1cm, and all inner apertures on the other side are 1cm, and the outer apertures are 1 cm. It is 1.5cm, and the screw thread in the hole can be screwed into a metal screw with equal diameter (1cm) in the two symmetrical holes, which is the quantitative soil taking rod 4 (also can be bolt, screw rod and nut), and make The two ends of this screw just screw in the quantitative soil taking hole 6, and keep the pipe wall outside smooth; earth.

使用方法:Instructions:

①根据取土要求,例如每次取得10cm高度的原状土壤柱,将定量取土杆4固定在10cm的定量取土孔6处,保证取土杆下的取土空间10cm深度。①According to the requirements of soil borrowing, for example, to obtain the original soil column with a height of 10cm each time, fix the quantitative soil borrowing rod 4 at the quantitative soil borrowing hole 6 of 10 cm to ensure that the soil borrowing space under the soil borrowing rod is 10 cm deep.

②将定量取土管2安装于电钻上以后,开启电钻的电源,将取土管垂直插入所要取土的位置进行取土。② After the quantitative soil-taking pipe 2 is installed on the electric drill, turn on the power of the electric drill, and insert the soil-taking pipe vertically into the position where the soil is to be taken.

③取到冻土以后,用铁棒或结实的木棍插在土样上方的去土槽3里,向下推动就可以将土样取出。③ After taking out the frozen soil, insert an iron rod or a strong wooden stick into the soil removal tank 3 above the soil sample, and push down to take out the soil sample.

④例如取到150cm深处,每次取10cm,就可以不断重复步骤②③(注:一般地区土壤冻层厚度在100cm以上,如果没有冻层就不需要用该装置,应该改为普通土钻进行取土),直至取到15个土样。每次取完后立即将土样装入铝盒内,再利用实验室仪器即可分析土壤中不同层次含水量的变化。④For example, take 150cm deep, take 10cm each time, you can repeat steps ②③ (Note: In general areas, the thickness of the frozen layer of soil is more than 100cm, if there is no frozen layer, you don’t need to use this device, you should change it to an ordinary soil drill. soil) until 15 soil samples were obtained. Immediately put the soil sample into the aluminum box after taking each time, and then use the laboratory equipment to analyze the change of water content in different layers of the soil.

Claims (8)

1. a drawing out soil equipment for sand ground frozen soil, comprises electric drill (1) and drill bit (8), it is characterized in that: drill bit (8) external surface has screw thread, and the top of the pipe (2) that quantitatively fetches earth, with internal thread, is threaded with drill bit (8); The bilateral symmetry position of described pipe (2) outer tube wall that quantitatively fetches earth is cut with two rectangular soil boxs (3) that go along pipe range direction; The bottom tube wall of pipe (2) of quantitatively fetching earth has a plurality of teeth (7).
2. the drawing out soil equipment of a kind of sand ground frozen soil according to claim 1, is characterized in that: there is multipair circular hole (6) at described bilateral symmetry position of quantitatively fetching earth pipe (2) outer tube wall along pipe range direction, wherein in symmetrical a pair of circular hole, inserts the bar (4) that fetches earth.
3. the drawing out soil equipment of a kind of sand ground frozen soil according to claim 2, is characterized in that: described circular hole (6) goes soil box (3) separated with two.
4. the drawing out soil equipment of a kind of sand ground frozen soil according to claim 1, is characterized in that: described two are gone soil box (3) and pipe (2) the top internal thread that fetches earth to have distance.
5. the drawing out soil equipment of a kind of sand ground frozen soil according to claim 2, is characterized in that: in described a pair of circular hole (6), in a circular hole, have screw thread, the outer aperture of another circular hole is greater than internal orifice dimension.
6. the drawing out soil equipment of a kind of sand ground frozen soil according to claim 2, it is characterized in that: described in the bar (4) that fetches earth be bolt, described bolt matches with threaded circular hole, and the nut of described bolt (5) diameter equals the outer aperture of another circular hole, and is greater than the internal orifice dimension of this circular hole.
7. the drawing out soil equipment of a kind of sand ground frozen soil according to claim 1, is characterized in that: described teeth (7) with go soil box (3) to have distance.
8. the drawing out soil equipment of a kind of sand ground frozen soil according to claim 1, is characterized in that: described a plurality of circular holes are evenly arranged between the top margin and base of soil box (3).
CN201210319869.3A 2012-08-31 2012-08-31 A kind of drawing out soil equipment of sand ground frozen soil Expired - Fee Related CN103670394B (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107843452A (en) * 2017-12-07 2018-03-27 河南大学 A kind of electronic drawing out soil equipment of stone matter mountain pan soil
CN110320065A (en) * 2019-07-29 2019-10-11 赵云红 A kind of fast sampling soil detection system and its soil quickly detect sampling method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4336849A (en) * 1980-07-03 1982-06-29 Max Hug Earth drilling device for extracting earth samples
US4576498A (en) * 1985-02-14 1986-03-18 Central Mine Equipment Assembly structure for a soil sampler
US5182954A (en) * 1990-04-27 1993-02-02 Wavin B.V. Inner tube element for use in a device for taking soil samples, and method for manufacturing such an inner tube element
CN201433761Y (en) * 2009-07-02 2010-03-31 辽宁省水土保持研究所 Original soil sample collecting device
CN201903458U (en) * 2010-12-24 2011-07-20 石河子大学 Portable sectional type undisturbed soil sampler
US20120111635A1 (en) * 2010-04-13 2012-05-10 George Caffell Sample Encapsulation and Cache Device and Methods
CN202832523U (en) * 2012-08-31 2013-03-27 中国科学院沈阳应用生态研究所 Soil sampling device of sandy frozen soil

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4336849A (en) * 1980-07-03 1982-06-29 Max Hug Earth drilling device for extracting earth samples
US4576498A (en) * 1985-02-14 1986-03-18 Central Mine Equipment Assembly structure for a soil sampler
US5182954A (en) * 1990-04-27 1993-02-02 Wavin B.V. Inner tube element for use in a device for taking soil samples, and method for manufacturing such an inner tube element
CN201433761Y (en) * 2009-07-02 2010-03-31 辽宁省水土保持研究所 Original soil sample collecting device
US20120111635A1 (en) * 2010-04-13 2012-05-10 George Caffell Sample Encapsulation and Cache Device and Methods
CN201903458U (en) * 2010-12-24 2011-07-20 石河子大学 Portable sectional type undisturbed soil sampler
CN202832523U (en) * 2012-08-31 2013-03-27 中国科学院沈阳应用生态研究所 Soil sampling device of sandy frozen soil

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107843452A (en) * 2017-12-07 2018-03-27 河南大学 A kind of electronic drawing out soil equipment of stone matter mountain pan soil
CN110320065A (en) * 2019-07-29 2019-10-11 赵云红 A kind of fast sampling soil detection system and its soil quickly detect sampling method
CN110320065B (en) * 2019-07-29 2021-12-31 海南寰安科技检测有限公司 Rapid sampling soil detection system and rapid soil detection and sampling method thereof

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