CN207689166U - A kind of soil profile sampler - Google Patents
A kind of soil profile sampler Download PDFInfo
- Publication number
- CN207689166U CN207689166U CN201820100683.1U CN201820100683U CN207689166U CN 207689166 U CN207689166 U CN 207689166U CN 201820100683 U CN201820100683 U CN 201820100683U CN 207689166 U CN207689166 U CN 207689166U
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- China
- Prior art keywords
- casing
- sampling
- block
- sleeve
- soil profile
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- 239000002689 soil Substances 0.000 title claims abstract description 41
- 238000005070 sampling Methods 0.000 claims abstract description 56
- 230000000694 effects Effects 0.000 claims abstract description 7
- 239000007787 solid Substances 0.000 claims 1
- 238000003780 insertion Methods 0.000 abstract description 7
- 230000037431 insertion Effects 0.000 abstract description 7
- 230000000903 blocking effect Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 5
- 238000005553 drilling Methods 0.000 description 4
- 230000006641 stabilisation Effects 0.000 description 4
- 238000011105 stabilization Methods 0.000 description 4
- 238000012360 testing method Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000001514 detection method Methods 0.000 description 2
- 230000001788 irregular Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012544 monitoring process 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 discloses a kind of soil profile samplers, its key points of the technical solution are that including first sleeve and the second casing, second casing is set in first sleeve, the inner wall of the first sleeve lower part is equipped with screw thread, one section of screw thread is provided along its length on the outside of second casing part, the side wall of second casing is equipped with multiple thief holes, activity is plugged with multiple sampling geosynclinal blocks in the thief hole, the sampling geosynclinal block is connect by flexible connector with the second internal surface of sleeve pipe, sliding is connected with push rod in second casing, the soil profile sampler can realize accurate soil property sampling after stablizing insertion underground, reduce blocking of the soil in sample tap, ensure the complete of final soil sample.
Description
Technical field
The utility model is related to sample collection apparatus field, more particularly to a kind of soil profile sampler.
Background technology
Deep subsoil sample detection is generally required as the important method of inspection to soil horizon structure by specifically setting
It is standby survey adopting to underground, it is analyzed with obtaining a certain section of depth intervals soil sample.
Notification number be CN204330392U Chinese patent disclose a kind of soil profile sampler, it include drilling pipe and with
The handle of drilling pipe connection, the drilling pipe are the ring pipe that inner and outer wall is constituted, and front end is connected with blade, is opened on the outer wall
Have multiple thieff hatch, be provided in the cavity that the outer wall and inner wall are constituted with the matched sampling cylinder of thieff hatch, pass through a behaviour
Vertical pole connection elastomeric element is connect with inner wall, and described operating lever one end is located at handle, is set between the thieff hatch and sampling cylinder
It is equipped with movable plate, cavity can be inserted freely into or is taken out from cavity.
Although this sampler can realize that the sampling for descending certain depth soil profile over the ground, the thieff hatch on outer wall exist
The blocking that will appear soil during being inserted into underground with drilling pipe influences the normal sample work of final sampling cylinder.
Utility model content
The purpose of this utility model is to provide a kind of soil profile sampler, its advantage is that the soil profile sampler can
The stabilization sampled to soil horizon is improved, the generation of clogging is reduced.
The above-mentioned technical purpose of the utility model technical scheme is that:A kind of soil profile sampling
Device, including first sleeve and the second casing, second casing are set in first sleeve, the inner wall of the first sleeve lower part
Equipped with screw thread, it is provided along its length one section of screw thread on the outside of second casing part, on the side wall of second casing
Equipped with multiple thief holes, in the thief hole activity be plugged with multiple sampling geosynclinal blocks, the sampling geosynclinal block passes through flexible connector
It is connect with the second internal surface of sleeve pipe, is slid in second casing and be connected with push rod.
Through the above technical solutions, keeping socket between first sleeve and the second casing, taken when user of service carries out soil property
During sample, by the way that entire sampler to be inserted into underground, when being inserted into certain depth, turn-knob first sleeve makes first
Casing can be lifted up, and the second casing is exposed to underground, by sliding the push rod in the second casing downwards, can squeeze second
Multiple sampling geosynclinal blocks on sleeve side walls, sampling geosynclinal block are inserted into out of thief hole soil layer around so that final soil sample stays in
In the groove for sampling geosynclinal block, the clogging that other soil samples are likely to occur is reduced, improves the stabilization of soil horizon sampling
With it is efficient.
The utility model is further arranged to:The upper and lower ends of the sampling geosynclinal block are equipped with convex block, the convex block and second
It is connected by compressed spring between internal surface of sleeve pipe, one end and the convex block of the compressed spring are fixed, the other end and the second internal surface of sleeve pipe
It is fixed.
Through the above technical solutions, the upper and lower ends of sampling geosynclinal block are equipped with convex block, the pressure between convex block and the second internal surface of sleeve pipe
Contracting spring can realize the extruding to sampling geosynclinal block, and when push rod slides downwards, convex block is close to the second internal surface of sleeve pipe, compress bullet
It is compressed in spring, after the completion of sampling, removes push rod, compressed spring is restored former long and flicked so that sampling geosynclinal block, slid onto again
In second casing, complete soil property sampling work is realized.
The utility model is further arranged to:Be equipped with telescopic rod in the compressed spring, one end of the telescopic rod with
Convex block is fixed, and the other end is fixed with the second internal surface of sleeve pipe.
Through the above technical solutions, telescopic rod can be oriented to the flexible of spring, limited spring occurs irregular
Deformation so that the sliding for sampling geosynclinal block keeps stablizing.
The utility model is further arranged to:The sampling geosynclinal block is located at one end in the second casing and is equipped with chamfering, described
The lower end of push rod is equipped with the oblique angle being bonded with chamfering.
Through the above technical solutions, when push rod slides insertion into the second casing, oblique angle and the sampling geosynclinal block of push rod lower end
On chamfering fitting, can squeeze so that sampling geosynclinal block stablize to both sides stretch out, improve sampling geosynclinal block sliding be inserted into soil layer
Stabilization.
The utility model is further arranged to:The described sampling one end of geosynclinal block far from chamfering is equipped with cutting edge.
Through the above technical solutions, cutting edge make sample geosynclinal block be more prone to soil horizon interpolation is fashionable, reduce due to
The soil horizon sampling really up to the mark that may be brought is unsmooth.
The utility model is further arranged to:The both sides of the push rod are equipped with sliding block, and the inner wall of second casing is equipped with
For the vertical chute of sliding block sliding.
Through the above technical solutions, the vertical chute in the second casing can limit the sliding block sliding of push rod both sides, subtract
Small push rod may bring crooked during gliding, ensure that entire push rod is pressed down against smooth and stablize.
The utility model is further arranged to:The top of the push rod is equipped with rotating bar.
Through the above technical solutions, rotating bar facilitates force of the operating personnel in lifting putting strokes, it is more convenient
And stabilization.
The utility model is further arranged to:The bottom end of second casing is equipped with conical blocks, and the conical blocks are far from cone
End is surrounded by block.
Through the above technical solutions, conical blocks help to reduce forced area when entire sampler is inserted into underground, make
It is more stable and laborsaving that effect must be inserted into, while the block on conical blocks can limit first sleeve, reduce first set
The excessive phenomenon of pipe knob so that the connection relation between first sleeve and the second casing is stablized.
In conclusion the utility model has the advantages that:
1, by the threaded connection between first sleeve and the second casing, the sampling geosynclinal block in the second casing can be carried out
Protection reduces and sampling geosynclinal block is directly exposed to the blocking in the insertion process that the second geosynclinal block outer may be brought, and improves final
What is sampled is complete and accurate;
2, the retraction after being inserted into soil layer can be realized under the action of compressed spring by sampling the convex block on geosynclinal block so that entire
Sampler it is more convenient to use and efficient.
Description of the drawings
Fig. 1 is the structural schematic diagram for showing soil profile sampler in embodiment;
Fig. 2 is the sampler internal structure schematic diagram for showing embodiment;
Fig. 3 is the enlarged drawing of the A of Fig. 2;
Fig. 4 is the structural schematic diagram of the second casing for showing embodiment.
Reference numeral:1, first sleeve;2, the second casing;21, thief hole;22, geosynclinal block is sampled;221, convex block;222, it presses
Contracting spring;223, telescopic rod;224, chamfering;225, oblique angle;226, cutting edge;23, push rod;231, sliding block;232, vertical chute;
233, rotating bar;3, conical blocks;31, block.
Specific implementation mode
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment:A kind of soil profile sampler, as shown in Figure 1, including first sleeve 1 and the second casing 2, the second casing
2 are set in first sleeve 1, and the inner wall in 1 lower part of first sleeve is equipped with screw thread, and the outside of 2 lower part of the second casing is along its length
Direction is equipped with one section of screw thread, can realize the screw-thread fit between first sleeve 1 and the second casing 2.In the bottom end of the second casing 2
Equipped with conical blocks 3, detection sampling personnel are facilitated in the insertion process for being sampled device to underground, can more precisely and be saved
The insertion of the realization sampler of power.Simultaneously block 31 is surrounded by far from tapered end in conical blocks 3(As shown in Figure 3), block 31
Can to the screw thread of first sleeve 1 be socketed realize limit, reduce because 1 turn-knob of first sleeve excessively may caused by first sleeve
1 and the second cooperation between casing 2 it is excessive, the phenomenon that slippage.
As shown in figures 1 and 3, after testing staff completes insertion of the entire sampler to underground, turn-knob first sleeve 1,
And first sleeve 1 is lifted upwards, multiple thief holes 21 are equipped on the side wall of the second casing 2(As shown in Figure 4), with first set
Pipe 1 moves up, and each thief hole 21 is exposed to underground, while activity is plugged with multiple sampling geosynclinal blocks 22 in thief hole 21, sampling
The one end of geosynclinal block 22 far from the second casing 2 is equipped with notch, can realize the acquisition to soil sample.In the upper and lower ends of sampling geosynclinal block 22
Equipped with convex block 221, connected by compressed spring 222 between 2 inner wall of convex block 221 and the second casing, one end of compressed spring 222 with it is convex
Block 221 is fixed, and the other end is fixed with 2 inner wall of the second casing, can realize horizontal extension of the sampling geosynclinal block 22 at thief hole 21.
As shown in Figure 1, in order to facilitate the sampling work of testing staff, also sliding is connected with push rod 23 in the second casing 2,
The lower end of push rod 23 is equipped with oblique angle 225(As shown in Figure 3), sample geosynclinal block 22 and be located at one end in the second casing 2 equipped with chamfering 224
(As shown in Figure 3), with downward sliding of the push rod 23 into the second casing 2, the oblique angle 225 on push rod 23 and sampling geosynclinal block 22
Chamfering 224 is bonded, and enables to sampling geosynclinal block 22 that can be skidded off to the side wall of the second casing 2 after stress, to be inserted into underground
Soil horizon in, realize the acquisition of soil sample.In order to improve sampling geosynclinal block 22 push rod 23 extruding under activity, sampling stability,
It is equipped with sliding block 231 in the both sides of push rod 23, the inner wall of the second casing 2 is equipped with the vertical chute 232 slid for sliding block 231, passes through
Vertical chute 232 can improve the stability of the downslide of push rod 23 to the limition orientation of sliding block 231, reduce due to unbalance stress with
And resistance it is excessive may arrive push rod 23 exert a force it is unstable.It is equipped with rotating bar 233 on the top of push rod 23, facilitates monitoring people
The force process of member adjustment and sliding.It is additionally provided with cutting edge 226 in the one end of sampling geosynclinal block 22 far from chamfering 224(As shown in Figure 3),
So that sampling insertion from geosynclinal block 22 to underground more smoothly and stablize, reduce to push rod 23 downwards sliding may bring it is excessive
Drag penalty.
As shown in figure 3, with the downslide of push rod 23, push rod 23 squeezes sampling geosynclinal block 22 so that samples geosynclinal block 22 to sampling
It is stretched out outside hole 21, while sampling the compressed spring 222 on geosynclinal block 22 and compressing, when sampling geosynclinal block 22 is completed out of side soil layer
After sampling, testing staff slides push rod 23 upwards, samples meeting under the action of 222 elastic restoring force of compressed spring of geosynclinal block 22 at this time
So that sampling geosynclinal block 22 slides into the second casing 2 until returning back to initial position along thief hole 21.In order to reduce compressed spring
222 may occur irregular deformation affects to the activity of entire sampling geosynclinal block 22, is additionally provided in compressed spring 222 flexible
Bar 223, one end and the convex block 221 of telescopic rod 223 are fixed, and the other end is fixed with 2 inner wall of the second casing, can be with compressed spring
222 deformation and stretch so that compressed spring 222 is stretched along the direction of its axis always, is also limited simultaneously
The largest deformation amount of compressed spring 222 so that the maximum skidding distance of sampling geosynclinal block 22 is restricted, and is avoided from sample tap part
It slips.
As shown in figures 1 and 3, after testing staff slides out push rod 23, still further below slide first sleeve 21, and by with
The screw thread of second casing, 21 lower end, which is realized, to be threadedly coupled, and waits for that turn-knob to first sleeve 21 and the block 31 on conical blocks 3 contradicts i.e.
Can, and lift upwards entire sampler can by complete sampling sample take to above ground portion.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can as needed make the present embodiment the modification of not creative contribution after reading this specification, but
As long as all being protected by Patent Law in the right of the utility model.
Claims (8)
1. a kind of soil profile sampler, it is characterized in that:Including first sleeve(1)With the second casing(2), second casing
(2)It is set in first sleeve(1)It is interior, the first sleeve(1)The inner wall of lower part is equipped with screw thread, second casing(2)Lower part
Outside be provided along its length one section of screw thread, second casing(2)Side wall be equipped with multiple thief holes(21), described
Thief hole(21)Interior activity is plugged with multiple sampling geosynclinal blocks(22), the sampling geosynclinal block(22)Pass through flexible connector and second set
Pipe(2)Inner wall connects, second casing(2)Interior sliding is connected with push rod(23).
2. a kind of soil profile sampler according to claim 1, it is characterized in that:The sampling geosynclinal block(22)Up and down two
End is equipped with convex block(221), the convex block(221)With the second casing(2)Pass through compressed spring between inner wall(222)Connection, the pressure
Contracting spring(222)One end and convex block(221)It is fixed, the other end and the second casing(2)Inner wall is fixed.
3. a kind of soil profile sampler according to claim 2, it is characterized in that:The compressed spring(222)Inside wear
There is telescopic rod(223), the telescopic rod(223)One end and convex block(221)It is fixed, the other end and the second casing(2)Inner wall is solid
It is fixed.
4. a kind of soil profile sampler according to claim 1, it is characterized in that:The sampling geosynclinal block(22)Positioned at second
Casing(2)Interior one end is equipped with chamfering(224), the push rod(23)Lower end be equipped with and chamfering(224)The oblique angle of fitting
(225).
5. a kind of soil profile sampler according to claim 4, it is characterized in that:The sampling geosynclinal block(22)Far from chamfering
(224)One end be equipped with cutting edge(226).
6. a kind of soil profile sampler according to claim 1, it is characterized in that:The push rod(23)Both sides be equipped with slide
Block(231), second casing(2)Inner wall be equipped with for sliding block(231)The vertical chute of sliding(232).
7. a kind of soil profile sampler according to claim 6, it is characterized in that:The push rod(23)Top be equipped with turn
Lever(233).
8. a kind of soil profile sampler according to claim 1, it is characterized in that:Second casing(2)Bottom end set
There are conical blocks(3), the conical blocks(3)It is surrounded by block far from tapered end(31).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201820100683.1U CN207689166U (en) | 2018-01-20 | 2018-01-20 | A kind of soil profile sampler |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201820100683.1U CN207689166U (en) | 2018-01-20 | 2018-01-20 | A kind of soil profile sampler |
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Publication Number | Publication Date |
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CN207689166U true CN207689166U (en) | 2018-08-03 |
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CN201820100683.1U Expired - Fee Related CN207689166U (en) | 2018-01-20 | 2018-01-20 | A kind of soil profile sampler |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110987523A (en) * | 2019-12-27 | 2020-04-10 | 中煤浙江勘测设计有限公司 | Soil sampling device and sampling method |
-
2018
- 2018-01-20 CN CN201820100683.1U patent/CN207689166U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110987523A (en) * | 2019-12-27 | 2020-04-10 | 中煤浙江勘测设计有限公司 | Soil sampling device and sampling method |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180803 |
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CF01 | Termination of patent right due to non-payment of annual fee |