CN208833537U - A kind of layering transversely borrowing earth device - Google Patents
A kind of layering transversely borrowing earth device Download PDFInfo
- Publication number
- CN208833537U CN208833537U CN201821408239.2U CN201821408239U CN208833537U CN 208833537 U CN208833537 U CN 208833537U CN 201821408239 U CN201821408239 U CN 201821408239U CN 208833537 U CN208833537 U CN 208833537U
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- Prior art keywords
- soil
- drilling pipe
- jack
- native
- pipe
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Links
- 239000002689 soil Substances 0.000 claims abstract description 71
- 238000005553 drilling Methods 0.000 claims abstract description 65
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 9
- 230000008602 contraction Effects 0.000 claims description 5
- 239000007787 solid Substances 0.000 claims description 3
- 230000000903 blocking effect Effects 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 7
- 238000005070 sampling Methods 0.000 abstract description 6
- 238000007373 indentation Methods 0.000 abstract description 3
- 230000005489 elastic deformation Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 10
- 230000000694 effects Effects 0.000 description 8
- 230000004913 activation Effects 0.000 description 3
- BVPWJMCABCPUQY-UHFFFAOYSA-N 4-amino-5-chloro-2-methoxy-N-[1-(phenylmethyl)-4-piperidinyl]benzamide Chemical compound COC1=CC(N)=C(Cl)C=C1C(=O)NC1CCN(CC=2C=CC=CC=2)CC1 BVPWJMCABCPUQY-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005242 forging Methods 0.000 description 1
- 238000005527 soil sampling Methods 0.000 description 1
Landscapes
- Sampling And Sample Adjustment (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model relates to a kind of layering transversely borrowing earth devices, belong to soil collection and determination techniques field.The utility model includes that jack, drilling pipe, taper bit, cylindrical spring, pedal, connecting rod I, rod piece II, fixed pulley, arc hammer body, elastic telescopic conical sleeve, cutting ring shape take soil pipe, take native hole, jack base, pillar, bracket, circular bottom plate.Drilling pipe is pressed into soil layer by the utility model vertically using jack reverse operation, drilling pipe interior laminate layer is equipped with elastic telescopic conical sleeve, and under arc tup action by it inside cutting ring shape take in native pipe indentation soil and carry out layering transversely borrowing earth, the utility model is according to jack working principle and elastic theory, there is provided certain opposition, elastic deformation carries out soil layering sampling, it is ensured that the accuracy of sampling is to improve the science of soil test data.The present apparatus is easy to carry, easy to operate, workload is small, feasibility is high.
Description
Technical field
The utility model relates to a kind of layering transversely borrowing earth devices, belong to soil collection and determination techniques field.
Background technique
Correlative study shows accurately to be sampled in soil collection and determination techniques field and be to ensure that soil test is
It is no that there is scientific premise.Currently, the characteristic research about soil different depth is more, however, taking due to different depth
Sample is more complicated, and take soil accuracy it is difficult to ensure that, therefore, use the soil of first keeping forging ahead that can disposably carry out Stratified Sampling
Device seems extremely important.
In existing drawing out soil equipment, Stratified Sampling is comparatively laborious, and the accuracy of sample point is lower；Longitudinal different depth discontinuity
The soil clast inflow of thieff hatch surrounding takes in native hole when taking soil, so that upper layer sampling is larger to lower layer's sampling effect, it is serious to make
The about reliability and applicability of soil test data.The utility model carries out the soil body using disposable layering transversely borrowing earth device and takes
Sample.Basic operation: drilling pipe is gradually pressed into soil vertically under jack effect；Equidistant cutting ring is arranged in the layering of drilling pipe side
Native pipe is taken, will carry out taking soil in cutting ring sample pipe laterally indentation soil under arc tup action.This drawing out soil equipment can ensure
It takes the accuracy of soil and reduces disturbing factor to improve the science of soil test data.
Summary of the invention
The purpose of this utility model is for above-mentioned already present problem, according to the need of soil collection and determination techniques field
It asks, a kind of layering transversely borrowing earth device of researching and designing, it is intended to solve that different depth drawing out soil equipment is complicated and sample point is less quasi-
True problem improves the reliability of soil test data.
Technical solutions of the utility model are: a kind of layering transversely borrowing earth device, including jack 1, drilling pipe 10, taper bit
21, cylindrical spring 4, pedal 7, connecting rod I 11, rod piece II 12, fixed pulley 13, arc hammer body 14, elastic telescopic conical sleeve 16, ring
Knife-edge takes native pipe 18, takes native hole 19, jack base 24, pillar 25, bracket 26, circular bottom plate 27；
The jack 1 is screwed on jack base 24, and jack 1 erects drilling pipe 10 for providing pressure
Directly it is gradually pressed into soil；Four symmetrical pillars 25 all around are set below jack base 24, and fixed by screw 23
In on jack base 24；25 bottom end of pillar is connect with circular base plate 27；A pair of of handle 22 is arranged in 25 upper end of pillar；Bracket 26 is solid
Due on pillar 25；
The drilling pipe 10 is threadedly coupled at the top of jack 5, and a pair of of coil component spring is arranged between drilling pipe cap 6 and jack 1
4, coil component spring 4 from soil layer for gradually hauling out drilling pipe 10；Taper bit 21 is fixed in drilling pipe 10, fixed pulley pedestal 20
It being fixed on taper bit 21, fixed pulley 13 is fixed on fixed pulley pedestal 20, and II 12 bottom of rod piece is fixed on fixed pulley 13,
II 12 top of rod piece is articulated and connected with I 11 bottom of rod piece；The layering of arc hammer body 14 is set on rod piece I 11, and arc hammer body 14 is used
In making elastic telescopic conical sleeve 16 generate elastic shrinkage deformation, while native pipe 18 is taken to be gradually pressed into soil cutting ring shape；?
Arc hammer body 14 is equipped with ball 15, and ball 15 is for reducing frictional force；Pedal 7 is fixed on the top of rod piece I 11, pedal 7 can on
Lower movement, pedal active window 8 are arranged on 10 wall of drilling pipe, 8 bottom of pedal active window setting buckle 9；When pedal 7 is transported downwards
Rod piece I 11 and rod piece II 12 will be driven to move to the right when dynamic；Arc hammer body 14 will push elastic telescopic conical sleeve simultaneously
16 generate elastic shrinkage deformation；
The layering of elastic telescopic conical sleeve 16 is fixed on 10 inside of drilling pipe, and elastic telescopic conical sleeve nut 17 is fixed
On elastic telescopic conical sleeve 16, elastic telescopic conical sleeve 16 is used to take native pipe 18 to tow back to drilling pipe from soil cutting ring shape
Inside 10；Cutting ring shape takes native pipe 18 to be fixed on inside elastic telescopic conical sleeve 16, and with elastic telescopic conical sleeve nut 17
It is threadedly coupled；Native hole 19 is taken to be arranged on 10 wall of drilling pipe.
It is described take to be provided on the outside of native 19 place drilling pipe of hole, 10 position take native hole baffle 28, and native hole baffle 28 is taken to be equipped with
The circular hole big vis-a-vis and than its parallel with native hole 19 is taken takes native hole baffle 28 can be along 10 outside of drilling pipe up and down by sliding slot
Sliding, take native hole baffle 28 for control take native 19 switch state of hole；It takes native 28 upper end of hole baffle to be equipped with and takes native hole baffle handle
29；When taking native hole baffle 28 to be moved upward to block at the buckle that drilling pipe 10 is equipped with, takes the circular hole of native hole baffle 28 and take
Native hole 19 misplaces, and native hole 19 is taken to be in off state, when taking native hole baffle 28 to be moved downward to card at the buckle that drilling pipe 10 is equipped with
When firmly, takes the circular hole on native hole baffle 28 to be overlapped with native hole 19 is taken, native hole 19 is taken to be in an open state.
The bracket 26 includes several annulus, and annulus is connect by connecting rod with pillar 25, in use, drilling pipe 10 is in annulus
Interior up and down motion.
A pair of of handle 22 is arranged in 25 upper end of pillar.
Working principle of the utility model is: according to the effect of active force in theory of mechanics and reaction force, rod piece movement and
The working principle of jack.Drilling pipe is pressed into soil layer by the utility model using jack reverse operation, while inside drilling pipe
Cutting ring shape takes native pipe to carry out disposable transversely layered taking soil under rod piece movement effect.
The course of work of the utility model is: drilling pipe is gradually pressed into soil layer using jack reverse operation, then,
Force the elastic telescopic sleeve inside drilling pipe that elastic shrinkage deformation occurs under arc tup action, while in elastic telescopic sleeve
The cutting ring shape in portion takes in native pipe indentation soil, and cutting ring shape takes native pipe completion is transversely layered to take soil.It is specific as follows:
Before soil sampling, transversely borrowing earth device will be layered and be placed on the position for taking soil to put, foot is stepped down in circular base by operator
On disk 27, circular base plate 27 can carry the reaction force of jack 1, and grasping handle 22 keeps device basicly stable；Soil will be taken
Hole baffle 28, which is moved upward to, to be blocked, and closing takes native hole 19；Start jack 1, opens jack activation member 2, jack top
Portion 5 gradually extends down, while cylindrical spring 4 generates downwards flexible deformation；Under the effect of 1 pressure of jack, drilling pipe 10 is gradually
It is pressed into soil layer.
Further, native hole baffle 28 will be taken to be moved downward to block, opening takes native hole 19；Operator is with foot by pedal
7 step on down, and pedal 7 is displaced downwardly to bottom end through active window 8, block pedal 7 with buckle 9；At the same time, under force, fixed
Rod piece II 12 on pulley 13 moves to the right with rod piece II 11, and rod piece II 11 moves together with arc hammer body 14, arc
Ball 15 on hammer body 14 contacts with elastic telescopic conical sleeve nut 17 and forces elastic telescopic conical sleeve 16 that bullet occurs
Property contraction distortion, while taking native pipe 18 to be pressed into soil the cutting ring shape inside elastic telescopic conical sleeve 16, cutting ring shape takes soil
Pipe 18 carries out transversely borrowing earth.
Further, buckle 9 is unlocked, and pedal 7 is above mentioned to the rod piece II made on fixed pulley 13 to 8 upper end of active window
12, rod piece II 11, arc hammer body 14 return to original position；At the same time, under the effect of elasticity, elastic telescopic conical sleeve 16 is extensive
Original state is arrived again, and takes native pipe 18 to haul out from soil cutting ring shape.
Further, native hole baffle 28 will be taken to be moved upward to block, closing takes native hole 19；Open jack collapsible part
3, jack 1 is restored to original state, while cylindrical spring 4 generates contraction distortion and hauls out drilling pipe 10 from soil layer.
Further, native hole baffle 28 will be taken to be moved downward to block, opening takes native hole 19；Operator is with hand by pedal
7 are pressed onto 8 bottom end of active window, block pedal 7 with buckle 9；At the same time, under force, the rod piece II on fixed pulley 13
12 move to the right with rod piece II 11, and rod piece II 11 moves together with arc hammer body 14, move downward in rod piece II 11
In the process, the ball 15 on arc hammer body 14 contacts with elastic telescopic conical sleeve nut 17 and forces elastic telescopic taper sheath
Cylinder 16 is shunk, while taking native pipe 18 to extrude drilling pipe 10 the cutting ring shape inside elastic telescopic conical sleeve 16, is manually taken out
Cutting ring shape takes native pipe 18, then, takes out the soil sample that cutting ring shape takes native 18 the inside of pipe.The bracket 26 is fixed on pillar 25, branch
During the effect of frame 26 is that making drilling pipe 10 vertically will bury, pillar 25 acts on the anti-work for being support device and transmitting jack 1
Firmly.
The beneficial effects of the utility model are:
1, drilling pipe is pressed into soil layer by the utility model vertically using jack reverse operation, and drilling pipe interior laminate layer is set
Cutting ring sample pipe is equipped with to carry out disposable transversely layered taking soil under arc tup action.The present apparatus can ensure to take the accurate of soil
Property and reduce the destruction to undisturbed soil to improve the sciences of soil test data.
2, the present apparatus is easy to carry, easy to operate, workload is small, feasibility is high.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is jack structure schematic diagram；
Fig. 3 is drawing out soil equipment circuit theory schematic diagram；
Fig. 4 is drilling pipe structural schematic diagram；
Fig. 5 is to take Tu Kongguan, open state schematic diagram；
Fig. 6 is rod piece operation schematic diagram；
Fig. 7 is arc hammer body structure schematic diagram；
Fig. 8 is elastic telescopic conical sleeve structural schematic diagram；
Fig. 9 is that elastic telescopic conical sleeve and cutting ring shape take native pipe structural schematic diagram；
Figure 10 is that cutting ring shape takes native pipe structural schematic diagram.
Each label in Fig. 1-10: 1- jack, 2- jack activation member, 3- jack collapsible part, 4- cylindrical spring,
At the top of 5- jack, 6- drilling pipe cap, 7- pedal, 8- pedal active window, 9- buckle, 10- drilling pipe, 11- rod piece I, 12- rod piece
II, 13- fixed pulley, 14- arc hammer body, 15- ball, 16- elastic telescopic conical sleeve, 17- elastic telescopic conical sleeve nut,
18- cutting ring shape takes native pipe, and 19- takes native hole, 20- fixed pulley pedestal, 21- taper bit, 22- handle, 23- screw, 24- jack
Pedestal, 25- pillar, 26- bracket, 27- circular base plate, 28- take native hole baffle, and 29- takes native hole baffle handle.
Specific embodiment
Utility model will be further explained below with reference to the attached drawings and specific embodiments.
Embodiment 1: as Figure 1-10 shows, a kind of layering transversely borrowing earth device, including jack 1, drilling pipe 10, taper bit
21, cylindrical spring 4, pedal 7, connecting rod I 11, rod piece II 12, fixed pulley 13, arc hammer body 14, elastic telescopic conical sleeve 16, ring
Knife-edge takes native pipe 18, takes native hole 19, jack base 24, pillar 25, bracket 26, circular bottom plate 27；
The jack 1 is screwed on jack base 24, and jack 1 erects drilling pipe 10 for providing pressure
Directly it is gradually pressed into soil；Four symmetrical pillars 25 all around are set below jack base 24, and fixed by screw 23
In on jack base 24；25 bottom end of pillar is connect with circular base plate 27；A pair of of handle 22 is arranged in 25 upper end of pillar；Bracket 26 is solid
Due on pillar 25；
The drilling pipe 10 is threadedly coupled at the top of jack 5, and a pair of of coil component spring is arranged between drilling pipe cap 6 and jack 1
4, coil component spring 4 from soil layer for gradually hauling out drilling pipe 10；Taper bit 21 is fixed in drilling pipe 10, fixed pulley pedestal 20
It being fixed on taper bit 21, fixed pulley 13 is fixed on fixed pulley pedestal 20, and II 12 bottom of rod piece is fixed on fixed pulley 13,
II 12 top of rod piece is articulated and connected with I 11 bottom of rod piece；The layering of arc hammer body 14 is set on rod piece I 11, and arc hammer body 14 is used
In making elastic telescopic conical sleeve 16 generate elastic shrinkage deformation, while native pipe 18 is taken to be gradually pressed into soil cutting ring shape；?
Arc hammer body 14 is equipped with ball 15, and ball 15 is for reducing frictional force；Pedal 7 is fixed on the top of rod piece I 11, pedal 7 can on
Lower movement, pedal active window 8 are arranged on 10 wall of drilling pipe, 8 bottom of pedal active window setting buckle 9；When pedal 7 is transported downwards
Rod piece I 11 and rod piece II 12 will be driven to move to the right when dynamic；Arc hammer body 14 will push elastic telescopic conical sleeve simultaneously
16 generate elastic shrinkage deformation；
The layering of elastic telescopic conical sleeve 16 is fixed on 10 inside of drilling pipe, and elastic telescopic conical sleeve nut 17 is fixed
On elastic telescopic conical sleeve 16, elastic telescopic conical sleeve 16 is used to take native pipe 18 to tow back to drilling pipe from soil cutting ring shape
Inside 10；Cutting ring shape takes native pipe 18 to be fixed on inside elastic telescopic conical sleeve 16, and with elastic telescopic conical sleeve nut 17
It is threadedly coupled；Native hole 19 is taken to be arranged on 10 wall of drilling pipe.
Further, it is described take to be provided on the outside of native 19 place drilling pipe of hole, 10 position take native hole baffle 28, and native hole is taken to keep off
Plate 28 is equipped with the circular hole big vis-a-vis and than its parallel with native hole 19 is taken, and takes native hole baffle 28 can be along drilling pipe by sliding slot
10 outside slide up and down, take native hole baffle 28 for control take native 19 switch state of hole；It takes native 28 upper end of hole baffle to be equipped with and takes soil
Hole baffle handle 29；When taking native hole baffle 28 to be moved upward to block at the buckle that drilling pipe 10 is equipped with, native hole baffle 28 is taken
Circular hole and take native hole 19 to misplace, take native hole 19 to be in off state, be equipped with when taking native hole baffle 28 to be moved downward to drilling pipe 10
Buckle at when blocking, take the circular hole on native hole baffle 28 to be overlapped with native hole 19 is taken, native hole 19 taken to be in an open state.
Further, the bracket 26 includes several annulus, and annulus is connect by connecting rod with pillar 25, in use, boring
Cylinder 10 moves up and down in annulus.
Further, a pair of of handle 22 is arranged in 25 upper end of pillar.
As shown in Figure 1,3, a kind of layering transversely borrowing earth device frame is cylindrical body；Before acquiring soil sample, layering is laterally taken
Taper bit 21 in native device is directed at the position for taking soil to put, and foot is stepped down in circular base plate 27, lived with holding 22 by operator
Handle keeps device basicly stable；It is blocked as shown in figure 5, native hole baffle 28 will be taken to be moved upward to, closing takes native hole 19；Such as Fig. 2
It is shown, start jack 1, open jack activation member 2,5 gradually extend down at the top of jack, at the same cylindrical spring 4 to
Lower generation flexible deformation；Jack 1 provides certain pressure and drilling pipe 10 is gradually pressed into soil layer.
Further, it is blocked as shown in figure 5, native hole baffle 28 will be taken to be moved downward to, opening takes native hole 19；As Fig. 1,4,
6 show, operator is stepped on pedal 7 with foot down, and pedal 7 is displaced downwardly to bottom end through pedal active window 8, block pedal with buckle 9
7；At the same time, under force, the rod piece II 12 on fixed pulley 13 moves to the right with rod piece II 11, II 11 band of rod piece
Arc hammer body 14 move together, during rod piece II 11 moves downward, the ball 15 on arc hammer body 14 is stretched with elasticity
Contracting conical sleeve nut 17 contacts and forces elastic telescopic conical sleeve 16 that elastic shrinkage deformation occurs, while by elastic telescopic
Cutting ring shape inside conical sleeve 16 takes native pipe 18 to be gradually pressed into soil and carries out transversely borrowing earth.
Further, buckle 9 is unlocked, pedal 7 is above mentioned to 8 upper end of pedal active window with hand, makes to determine cunning by operator
Rod piece II 12, rod piece II 11, arc hammer body 14 on wheel 13 return to original position；At the same time, under the effect of elasticity, elasticity is stretched
Contracting conical sleeve 16 becomes original state again, and takes native pipe 18 to haul out from soil its internal cutting ring shape.
Further, it is blocked as shown in figure 5, native hole baffle 28 will be taken to be moved upward to, closing takes native hole 19；Such as Fig. 2 institute
Show, opens jack collapsible part 3, jack 1 generates contraction distortion, while cylindrical spring 4 generates contraction distortion for drilling pipe 10
It is hauled out from soil layer.
Further, it is blocked as shown in figure 5, native hole baffle 28 will be taken to be moved downward to, opening takes native hole 19；Operator
Pedal 7 is pressed onto 8 bottom end of active window with hand, blocks pedal 7 with buckle 9；At the same time, under force, fixed pulley 13
On rod piece II 12 moved to the right with rod piece II 11, rod piece II 11 moves together with arc hammer body 14, in rod piece II 11
During moving downward, the ball 15 on arc hammer body 14 contacts with elastic telescopic conical sleeve nut 17 and forces elasticity
Flexible conical sleeve 16 is shunk, while taking native pipe 18 to extrude drilling pipe the cutting ring shape inside elastic telescopic conical sleeve 16
10, it manually takes out cutting ring shape and takes native pipe 18, then, take out the soil sample that cutting ring shape takes native 18 the inside of pipe, complete soil sample collection process.
Specific embodiment of the utility model is explained in detail above in conjunction with attached drawing, but the utility model and unlimited
In above-described embodiment, within the knowledge of a person skilled in the art, the utility model can also not departed from
Various changes can be made under the premise of objective.
Claims (4)
1. a kind of layering transversely borrowing earth device, it is characterised in that: including jack (1), drilling pipe (10), taper bit (21), column
Shape spring (4), pedal (7), rod piece I (11), rod piece II (12), fixed pulley (13), arc hammer body (14), elastic telescopic taper sheath
Cylinder (16), cutting ring shape take soil pipe (18), take native hole (19), jack base (24), pillar (25), bracket (26), circular base plate
(27)；
The jack (1) is screwed on jack base (24), and jack (1) is for providing pressure for drilling pipe
(10) it is gradually pressed into soil vertically；Four symmetrical pillars (25) all around are set below jack base (24), and are passed through
Screw (23) is fixed on jack base (24)；Pillar (25) bottom end is connect with circular base plate (27)；Pillar (25) upper end is set
Set a pair of of handle (22)；Bracket (26) is fixed on pillar (25)；
The drilling pipe (10) is threadedly coupled with (5) at the top of jack, and a pair of of cylindricality is arranged between drilling pipe cap (6) and jack (1)
Spring (4), cylindrical spring (4) from soil layer for gradually hauling out drilling pipe (10)；Taper bit (21) is fixed on drilling pipe (10)
On, fixed pulley pedestal (20) is fixed on taper bit (21), and fixed pulley (13) is fixed on fixed pulley pedestal (20), rod piece II
(12) bottom is fixed on fixed pulley (13), is articulated and connected at the top of rod piece II (12) with rod piece I (11) bottom；Arc hammer body (14)
Layering is set on rod piece I (11), and arc hammer body (14) is used to that elastic telescopic conical sleeve (16) to be made to generate elastic shrinkage deformation,
Soil pipe (18) is taken to be gradually pressed into soil cutting ring shape simultaneously；Ball (15) are equipped in arc hammer body (14), ball (15) is used for
Reduce frictional force；Pedal (7) is fixed at the top of rod piece I (11), and pedal (7) can move up and down, pedal active window (8) setting
On drilling pipe (10) wall, pedal active window (8) bottom setting buckle (9)；Rod piece I will be driven when pedal (7) moves downward
(11) it is moved to the right with rod piece II (12)；Arc hammer body (14) will push elastic telescopic conical sleeve (16) to generate bullet simultaneously
Property contraction distortion；
Elastic telescopic conical sleeve (16) layering is fixed on the inside of drilling pipe (10), and elastic telescopic conical sleeve nut (17) is solid
It is scheduled on elastic telescopic conical sleeve (16), elastic telescopic conical sleeve (16) is used to take soil pipe (18) from soil cutting ring shape
It is internal to tow back to drilling pipe (10)；Cutting ring shape takes soil pipe (18) to be fixed on elastic telescopic conical sleeve (16) inside, and and elastic telescopic
Conical sleeve nut (17) is threadedly coupled；Native hole (19) are taken to be arranged on drilling pipe (10) wall.
2. layering transversely borrowing earth device according to claim 1, it is characterised in that: the drilling pipe where taking native hole (19)
(10) be provided on the outside of position and take native hole baffle (28), and take native hole baffle (28) be equipped with it is parallel with native hole (19) are taken vis-a-vis
And the big circular hole than its, take native hole baffle (28) native hole baffle can be taken along slide up and down on the outside of drilling pipe (10) by sliding slot
(28) native hole (19) switch state is taken for controlling；It takes native hole baffle (28) upper end to be equipped with and takes native hole baffle handle (29)；When taking
Native hole baffle (28) is moved upward to when blocking at the buckle that drilling pipe (10) is equipped with, and takes the circular hole of native hole baffle (28) and takes soil
Hole (19) dislocation, takes native hole (19) to be in off state, when taking native hole baffle (28) to be moved downward to the card that drilling pipe (10) is equipped with
When buckle is blocked, takes the circular hole on native hole baffle (28) to be overlapped with native hole (19) is taken, native hole (19) is taken to be in an open state.
3. layering transversely borrowing earth device according to claim 1, it is characterised in that: the bracket (26) includes several circles
Ring, annulus is connect by connecting rod with pillar (25), in use, drilling pipe (10) moves up and down in annulus.
4. layering transversely borrowing earth device according to claim 1, it is characterised in that: pillar (25) the upper end setting is a pair of
Handle (22).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821408239.2U CN208833537U (en) | 2018-08-30 | 2018-08-30 | A kind of layering transversely borrowing earth device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821408239.2U CN208833537U (en) | 2018-08-30 | 2018-08-30 | A kind of layering transversely borrowing earth device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208833537U true CN208833537U (en) | 2019-05-07 |
Family
ID=66311218
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821408239.2U Expired - Fee Related CN208833537U (en) | 2018-08-30 | 2018-08-30 | A kind of layering transversely borrowing earth device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208833537U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109030077A (en) * | 2018-08-30 | 2018-12-18 | 昆明理工大学 | A kind of layering transversely borrowing earth device |
| CN114609371A (en) * | 2022-05-11 | 2022-06-10 | 江苏鸿灌环境集团有限公司 | Soil detection device with soil layering and extracting functions |
| CN118376447A (en) * | 2024-06-26 | 2024-07-23 | 洛阳宅匠建筑工程有限公司 | Building construction exploration device |
-
2018
- 2018-08-30 CN CN201821408239.2U patent/CN208833537U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109030077A (en) * | 2018-08-30 | 2018-12-18 | 昆明理工大学 | A kind of layering transversely borrowing earth device |
| CN109030077B (en) * | 2018-08-30 | 2024-08-20 | 昆明理工大学 | Layered transverse soil sampling device |
| CN114609371A (en) * | 2022-05-11 | 2022-06-10 | 江苏鸿灌环境集团有限公司 | Soil detection device with soil layering and extracting functions |
| CN114609371B (en) * | 2022-05-11 | 2022-07-26 | 江苏鸿灌环境集团有限公司 | Soil detection device with soil layering and extracting functions |
| CN118376447A (en) * | 2024-06-26 | 2024-07-23 | 洛阳宅匠建筑工程有限公司 | Building construction exploration device |
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