CN212432587U - Soil sample sampler suitable for northern frozen soil area - Google Patents

Soil sample sampler suitable for northern frozen soil area Download PDF

Info

Publication number
CN212432587U
CN212432587U CN202020980518.7U CN202020980518U CN212432587U CN 212432587 U CN212432587 U CN 212432587U CN 202020980518 U CN202020980518 U CN 202020980518U CN 212432587 U CN212432587 U CN 212432587U
Authority
CN
China
Prior art keywords
steel pipe
soil
sampling
sample
movable pulley
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
Application number
CN202020980518.7U
Other languages
Chinese (zh)
Inventor
郭跃东
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.)
Northeast Institute of Geography and Agroecology of CAS
Original Assignee
Northeast Institute of Geography and Agroecology of CAS
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 Northeast Institute of Geography and Agroecology of CAS filed Critical Northeast Institute of Geography and Agroecology of CAS
Priority to CN202020980518.7U priority Critical patent/CN212432587U/en
Application granted granted Critical
Publication of CN212432587U publication Critical patent/CN212432587U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Sampling And Sample Adjustment (AREA)

Abstract

The utility model provides a soil sample sampler suitable for frozen soil district in the north, the utility model discloses a solve frozen soil district soil and adopt prior art unable original state soil that gains the layering, unable long-distance transport can't carry out the problem of the soil sample of deeper level. The utility model discloses a two fixed pulleys are fixed on the crossbeam on the support, the movable pulley sets up the below at two fixed pulleys, be furnished with the lifting hook on the movable pulley, the lifting hook is connected with the rings on the weight, divide both sides to pass corresponding fixed pulley respectively behind the stay cord bypass the movable pulley, the movable pulley is connected with the weight, the weight lower extreme inserts in the sample steel pipe, the gasket steel sheathing sets up between weight and sample steel pipe, and gasket steel sheathing suit is on the upper portion of sample steel pipe, the upper portion bilateral symmetry of sample steel pipe is provided with the steel billet, the lower part of sample steel pipe is provided with the sample connection, the lower extreme setting of sample steel pipe is in the round hole of base, two jack symmetries set up the both sides at the sample steel pipe, and the jack is located between steel billet and the base. The utility model is used for frozen soil district soil sample.

Description

Soil sample sampler suitable for northern frozen soil area
Technical Field
The utility model relates to a soil measurement field, concretely relates to soil sample sampler suitable for frozen soil district in the north.
Background
Aiming at the soil in the frozen soil area in the north, particularly the soil with higher ice content, the soil sampling has the following problems for a long time: (1) ordinary earth drills cannot sample frozen soil and obtain layered undisturbed soil; (2) the method of manually digging soil, digging pits and sampling consumes a great amount of labor, and the integrity of soil layering cannot be guaranteed; (3) large power machines cannot be constructed in the field and cannot be carried for a long distance; (4) diesel oil and gasoline power cutting equipment are forbidden to be used in northern forest areas (fire prevention requirements), and deeper soil sampling cannot be carried out (the sampling depth is only within 1 meter under the common condition).
SUMMERY OF THE UTILITY MODEL
The utility model discloses a solve northern frozen soil district soil and adopt prior art unable original state soil that gains the layering, the integrality of soil layering can't be guaranteed, can't long-distance transport, can't carry out the problem of the soil sample of deeper level, and provide a soil sample sampler who is applicable to northern frozen soil district.
The utility model discloses a solve above-mentioned problem and the technical scheme who adopts is:
a soil sample sampler suitable for northern frozen soil areas comprises a support, a movable pulley, a pull rope, a heavy hammer, a gasket steel sleeve, a sampling steel pipe, a base, two jacks and two fixed pulleys, wherein the two fixed pulleys are fixed on a cross beam on the support, the movable pulley is arranged below the two fixed pulleys, a lifting hook is arranged on the movable pulley and is connected with a lifting ring on the heavy hammer, the pull rope passes through the corresponding fixed pulleys respectively at two sides after passing around the movable pulley, the movable pulley is connected with the heavy hammer, the lower end of the heavy hammer is inserted into the sampling steel pipe, the gasket steel sleeve is arranged between the heavy hammer and the sampling steel pipe, the gasket steel sleeve is sleeved on the upper part of the sampling steel pipe, steel blocks are symmetrically arranged on two sides of the upper part of the sampling steel pipe, a sampling port is arranged on the lower part of the sampling steel pipe, the lower end of the sampling steel pipe is arranged in a round hole of the base, the two jacks are symmetrically arranged on two sides of the sampling steel pipe, and the jacks are positioned between the steel block and the base.
Furthermore, the center distance between the two fixed pulleys is 0.4-0.5 m.
Furthermore, the two fixed pulleys are symmetrically arranged by taking the axis of the heavy hammer as a center.
Furthermore, the heavy punch consists of a lifting ring, a disc and a steel bar, the lifting ring is fixedly arranged on the upper end face of the disc, the steel bar is arranged on the lower portion of the disc, and the joint of the steel bar and the disc is connected through a turnbuckle.
Further, the distance between the steel block and the upper end pipe orifice of the sampling steel pipe is 12 cm.
Furthermore, the lower edge of the sampling port is 15cm away from the lower end of the sampling steel pipe, and the sampling port is 15cm multiplied by 5 cm.
Further, the base is by the upper plate, the hypoplastron, two riser on, two riser and two locating levers are constituteed down, two riser sets up the both ends at the hypoplastron respectively perpendicularly down, lower riser highly is provided with through-hole under the several along last down, the up end of riser is provided with the mounting groove down, two riser sets up the both ends at the upper plate respectively perpendicularly, it highly is provided with through-hole on the several along last riser, two riser correspond two riser down, and go up in the riser inserts the mounting groove, two locating levers alternate respectively in the lower through-hole and the last through-hole of both sides, the upper plate is provided with the round hole, the hypoplastron is provided with down the round hole, down the round hole just right with last.
The utility model has the advantages that:
1. the utility model discloses a soil sample sampler adopts artifical technical principle with mechanical combination, utilizes object gravity as power source, is applicable to the frozen soil of northern frozen soil district and takes a sample original state soil layering sample, and it can reach 1.5m to gather the soil degree of depth, and this degree of depth can't be reachd to general artifical soil drill.
2. The components of each part of the utility model can be disassembled and assembled, the total weight is less than 0.5t, the transportation is convenient, and 2 persons are needed to complete the operation; can collect complete soil samples of different depths; and no inflammable power device is provided.
Drawings
FIG. 1 is a schematic overall structure of the present application;
FIG. 2 is a schematic diagram of the structure of weight 4;
FIG. 3 is a schematic structural view of the sampling steel pipe 6;
FIG. 4 is a cross-sectional view of the spacer steel sleeve 5;
fig. 5 is a schematic structural view of the base 8.
Detailed Description
The embodiment is described with reference to fig. 1 to 5, and comprises a support 1, a movable pulley 2, a pull rope 3, a heavy hammer 4, a gasket steel sleeve 5, a sampling steel pipe 6, a base 8, two jacks 7 and two fixed pulleys 9, wherein the two fixed pulleys 9 are fixed on a cross beam on the support 1, the movable pulley 2 is arranged below the two fixed pulleys 9, the movable pulley 2 is provided with a hook 2-1, the hook 2-1 is connected with a hanging ring 4-1 on the heavy hammer 4, the pull rope 3 passes through the corresponding fixed pulleys 9 respectively at two sides after passing around the movable pulley 2, the movable pulley 2 is connected with the heavy hammer 4, the lower end of the heavy hammer 4 is inserted into the sampling steel pipe 6, the gasket steel sleeve 5 is arranged between the heavy hammer 4 and the sampling steel pipe 6, and the gasket steel sleeve 5 is sleeved on the upper part of the sampling steel pipe 6, when the heavy hammer falls, if the sampling steel pipe 6 is directly hit, the sampling device is characterized in that a gasket steel sleeve 5 is arranged, the gasket steel sleeve 5 and the sampling steel pipe 6 are made of tungsten steel, steel blocks 6-1 are symmetrically arranged on two sides of the upper portion of the sampling steel pipe 6, a sampling port 6-2 is arranged on the lower portion of the sampling steel pipe 6, the lower end of the sampling steel pipe 6 is arranged in a round hole of a base 8, two jacks 7 are symmetrically arranged on two sides of the sampling steel pipe 6, and the jacks 7 are located between the steel blocks 6-1 and the base 8. The length of the sampling steel pipe 6 is configured according to the sampling depth, 3 lengths of 1.2m, 1.5m and 1.8m are configured, and the maximum sampling depth is 1.5 m. Sample steel pipe 6 is made by seamless tungsten steel, and is penetrating from top to bottom, and the internal diameter 10cm of sample steel pipe 6, wall thickness 0.4cm, the wall thickness of sample steel pipe 6 is unanimous from top to bottom (most manual earth boring at present has carried out the sharpening to the mouth of pipe that fetches earth for lower extreme steel pipe thickness attenuation, nevertheless northern frozen soil hardness is high, receives gravity to strike and can lead to the mouth of pipe to burst apart and curl after pushing down, consequently must guarantee that the lower extreme mouth of pipe keeps certain thickness and hardness). The steel block 6-2 is mainly used for supporting the steel block 6-2 by the jack 7 after the soil sample is taken out, so that the whole sampling steel pipe 6 can be taken out from the soil.
The movable pulley 2 and the two fixed pulleys 9 form a pulley block, and the bracket 1 is formed by welding a galvanized pipe with the diameter of 5cm and used for hoisting the pulley block, a heavy hammer 4, a gasket steel sleeve 5 and a sampling steel pipe 6. The whole height of the support 1 is 2.8m, the width is 2m, and two feet of the support 1 are provided with fixed ground anchors which are fixed on the ground for use.
The jack is a car jack.
The center distance between the two fixed pulleys 9 is 0.4-0.5 m.
The two fixed pulleys 9 are symmetrically arranged by taking the axis of the heavy hammer 4 as a center.
The heavy hammer 4 is composed of a hanging ring 4-1, a disc 4-2 and a steel bar 4-3, the hanging ring 4-1 is fixedly arranged on the upper end face of the disc 4-2, the steel bar 4-3 is arranged on the lower portion of the disc 4-2, and the joint of the steel bar 4-3 and the disc 4-2 is connected through a turnbuckle. According to the soil property, the disc 4-2 has 3 models with the weight of 20kg, 30kg and 40kg, the diameter of the steel bar 4-3 is 3cm, the steel bar 4-3 has different lengths, and the lengths are 0.6m, 0.8m and 1.0m respectively.
The distance between the steel block 6-1 and the upper end pipe orifice of the sampling steel pipe 6 is 12 cm. The design is convenient for the jack 7 to take the sampling steel pipe 6 out of the soil.
The lower edge of the sampling port 6-2 is 15cm away from the lower port of the sampling steel pipe 6, and the sampling port 6-2 is 15cm multiplied by 5 cm. The sampling port 6-2 is convenient for obtaining soil samples.
The base 8 is composed of an upper plate 8-1, a lower plate 8-2, two upper vertical plates 8-3, two lower vertical plates 8-4 and two positioning rods 8-5, the two lower vertical plates 8-4 are respectively vertically arranged at two ends of the lower plate 8-2, the lower vertical plate 8-4 is provided with a plurality of lower through holes 8-4-1 along the upper and lower height, the upper end face of the lower vertical plate 8-4 is provided with an installation groove 8-4-2, the two upper vertical plates 8-3 are respectively vertically arranged at two ends of the upper plate 8-1, the upper vertical plate 8-3 is provided with a plurality of upper through holes 8-3-1 along the upper and lower height, the two upper vertical plates 8-3 correspond to the two lower vertical plates 8-4, the upper vertical plate 8-3 is inserted into the installation groove 8-4-2, and the two positioning rods 8-5 are respectively inserted into the lower through holes 8- In the step-1, an upper round hole 8-1-1 is formed in an upper plate 8-1, a lower round hole 8-2-1 is formed in a lower plate 8-2, and the lower round hole 8-2-1 is opposite to the upper round hole 8-1-1. The upper plate 8-1 and the lower plate 8-2 have the same size, the length is 60cm, the width is 30cm, the upper plate and the lower plate are made of steel plates with the thickness of 0.4cm, the diameters of the upper round hole 8-1-1 and the lower round hole 8-2-1 are both 10cm, and the sampling steel pipe 6 is vertically inserted into the upper round hole 8-1-1 and the lower round hole 8-2-1. The heights of the upper vertical plate 8-3 and the lower vertical plate 8-4 are both 30cm, the width of the upper vertical plate 8-3 is 10cm, the thickness of the upper vertical plate 8-3 is 4cm, the width of the lower vertical plate 8-4 is 11cm, the thickness of the lower vertical plate is 15cm, the aperture of each of the upper round hole 8-1-1 and the lower round hole 8-2-1 is 1cm, the hole distance between every two adjacent holes in the plurality of upper round holes 8-1-1 is 3cm, the hole distance between every two adjacent holes in the plurality of lower round holes 8-2-1 is 3cm, and the height of the base 8 is adjusted through the height of the insertion holes of the positioning rods 8-5.
The utility model discloses a theory of operation:
firstly, selecting a heavy hammer 4 according to the soil texture hardness condition, and hanging the heavy hammer 4 under a movable pulley 2; draw stay cord 3 from both sides respectively through two people, make weight 4 mention, weight 4 is by artifical back of lifting, and the operator loosens stay cord 3, and weight 4 free fall strikes gasket steel bushing 5, and gasket steel bushing 5 conducts the sample steel pipe 6 of effort to the lower part, and sample steel pipe 6 is impressed downwards gradually in the soil under the strike of weight 4, and the repeated operation makes sample steel pipe 6 reach the degree of depth of sample, sees figure 1.
When collecting a soil sample, the heavy hammer 4 and the gasket steel sleeve 5 are removed, the jack 7 is stably fixed between the steel block 6-1 and the base 8, the jack 7 is lifted, the sampling steel pipe 6 is gradually lifted out of the soil by the thrust of the jack 7, and then the soil sample in the sampling steel pipe 6 is manually collected.

Claims (7)

1. The utility model provides a soil sample sampler suitable for north frozen soil district which characterized in that: the sampler comprises a support (1), a movable pulley (2), a pull rope (3), a heavy hammer (4), a gasket steel sleeve (5), a sampling steel pipe (6), a base (8), two jacks (7) and two fixed pulleys (9), wherein the two fixed pulleys (9) are fixed on a cross beam on the support (1), the movable pulley (2) is arranged below the two fixed pulleys (9), the movable pulley (2) is provided with a lifting hook (2-1), the lifting hook (2-1) is connected with a lifting ring (4-1) on the heavy hammer (4), the pull rope (3) bypasses the movable pulley (2) and then respectively penetrates through the corresponding fixed pulleys (9) from two sides, the movable pulley (2) is connected with the heavy hammer (4), the lower end of the heavy hammer (4) is inserted into the sampling steel pipe (6), the gasket steel sleeve (5) is arranged between the heavy hammer (4) and the sampling steel pipe (6), and the gasket steel sleeve (5) is sleeved on the upper part of the sampling steel pipe (6), the steel blocks (6-1) are symmetrically arranged on two sides of the upper portion of the sampling steel pipe (6), the sampling port (6-2) is arranged on the lower portion of the sampling steel pipe (6), the lower end of the sampling steel pipe (6) is arranged in a round hole of the base (8), the two jacks (7) are symmetrically arranged on two sides of the sampling steel pipe (6), and the jacks (7) are located between the steel blocks (6-1) and the base (8).
2. A soil sample sampler suitable for use in northern frozen soil areas according to claim 1, wherein: the center distance between the two fixed pulleys (9) is 0.4-0.5 m.
3. A soil sample sampler suitable for use in northern frozen soil areas according to claim 1 or 2, wherein: the two fixed pulleys (9) are symmetrically arranged by taking the axis of the heavy hammer (4) as the center.
4. A soil sample sampler suitable for use in northern frozen soil areas according to claim 3, wherein: the heavy hammer (4) is composed of a hanging ring (4-1), a disc (4-2) and a steel bar (4-3), the hanging ring (4-1) is fixedly arranged on the upper end face of the disc (4-2), the steel bar (4-3) is arranged on the lower portion of the disc (4-2), and the joint of the steel bar (4-3) and the disc (4-2) is connected through a turnbuckle.
5. A soil sample sampler suitable for use in northern frozen soil areas according to claim 1, 2 or 4 wherein: the distance between the steel block (6-1) and the upper end pipe orifice of the sampling steel pipe (6) is 12 cm.
6. A soil sample sampler suitable for use in northern frozen soil areas according to claim 5, wherein: the lower edge of the sampling port (6-2) is 15cm away from the lower port of the sampling steel pipe (6), and the sampling port (6-2) is 15cm multiplied by 5 cm.
7. A soil sample sampler suitable for use in northern frozen soil areas according to claim 6, wherein: the base (8) is composed of an upper plate (8-1), a lower plate (8-2), two upper vertical plates (8-3), two lower vertical plates (8-4) and two positioning rods (8-5), the two lower vertical plates (8-4) are respectively and vertically arranged at two ends of the lower plate (8-2), the lower vertical plates (8-4) are respectively and vertically provided with a plurality of lower through holes (8-4-1) along the upper and lower height, the upper end surface of the lower vertical plates (8-4) is provided with an installation groove (8-4-2), the two upper vertical plates (8-3) are respectively and vertically arranged at two ends of the upper plate (8-1), the upper vertical plates (8-3) are respectively and vertically provided with a plurality of upper through holes (8-3-1) along the upper and lower height, the two upper vertical plates (8-3) correspond to the two, the upper vertical plate (8-3) is inserted into the mounting groove (8-4-2), the two positioning rods (8-5) are respectively inserted into the lower through hole (8-4-1) and the upper through hole (8-3-1) on the two sides, the upper plate (8-1) is provided with an upper round hole (8-1-1), the lower plate (8-2) is provided with a lower round hole (8-2-1), and the lower round hole (8-2-1) is opposite to the upper round hole (8-1-1).
CN202020980518.7U 2020-06-02 2020-06-02 Soil sample sampler suitable for northern frozen soil area Active CN212432587U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020980518.7U CN212432587U (en) 2020-06-02 2020-06-02 Soil sample sampler suitable for northern frozen soil area

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020980518.7U CN212432587U (en) 2020-06-02 2020-06-02 Soil sample sampler suitable for northern frozen soil area

Publications (1)

Publication Number Publication Date
CN212432587U true CN212432587U (en) 2021-01-29

Family

ID=74270010

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020980518.7U Active CN212432587U (en) 2020-06-02 2020-06-02 Soil sample sampler suitable for northern frozen soil area

Country Status (1)

Country Link
CN (1) CN212432587U (en)

Similar Documents

Publication Publication Date Title
WO2015100688A1 (en) Hydrostatic pile driver of full-stroke hole guiding type
CN101851922A (en) Method for eliminating underground anchor rope/rod by using all casing drill
CN202531072U (en) Visual hydraulic piling sampling device for deep-sea sampling
CN111579284A (en) Soil sample sampler suitable for northern frozen soil area
CN212432587U (en) Soil sample sampler suitable for northern frozen soil area
CN110656890A (en) Deepwater geological drilling casing, casing hoisting system and casing hoisting method
CN105510084B (en) Simple stocked anchor formula shallow water surface sediment sampler
CN211974924U (en) Undisturbed marine geology shallow drilling device
CN214940220U (en) Linear engineering precipitation enclosure structure in dredger fill area
CN110940549A (en) Desertification soil sampler
CN215640270U (en) Impact type portable deep soil borrowing equipment
CN215323192U (en) Three-hull sampling platform with suspension bracket
CN212780066U (en) Oil field development is with oil appearance collection system
CN209798723U (en) Heavy automatic power in-situ tester
CN210289617U (en) Ultra-large aperture pore-forming working device suitable for complex geological conditions
CN112663589A (en) Large-size sample sampling device for undisturbed soil at bottom of foundation pit and using method thereof
CN203259363U (en) Lake core sampling device for lake sediments at different water depths
CN219511864U (en) Underground water layered sampling equipment
CN213448408U (en) Multifunctional portable drill rod detector
CN210603973U (en) Soil sampling rig support frame
CN219825185U (en) Pressure relief structure for karst collapse treatment
CN218322683U (en) Foundation ditch excavation deformation characteristic research experimental apparatus
CN209945764U (en) Automatic sampling device for deep hole, ultra-deep hole and abnormal hole soil body
CN216246427U (en) Portable pore-forming and deep hole sensor installation device
CN207582534U (en) A kind of excavation process equipment for digging steel tower column foot foundation hole

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant