CN206348165U - A kind of water and soil integrated sampling device - Google Patents
A kind of water and soil integrated sampling device Download PDFInfo
- Publication number
- CN206348165U CN206348165U CN201621423124.1U CN201621423124U CN206348165U CN 206348165 U CN206348165 U CN 206348165U CN 201621423124 U CN201621423124 U CN 201621423124U CN 206348165 U CN206348165 U CN 206348165U
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- outer tube
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- water
- sampling device
- drilling rod
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- 239000002689 soil Substances 0.000 title claims abstract description 67
- 238000005070 sampling Methods 0.000 title claims abstract description 46
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 27
- 238000005553 drilling Methods 0.000 claims abstract description 36
- 239000003673 groundwater Substances 0.000 claims abstract description 18
- 238000012544 monitoring process Methods 0.000 claims abstract description 15
- 230000003028 elevating effect Effects 0.000 claims description 10
- 238000010030 laminating Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 abstract description 8
- 238000010276 construction Methods 0.000 abstract description 7
- 238000002955 isolation Methods 0.000 abstract description 5
- 239000003921 oil Substances 0.000 description 11
- 238000010586 diagram Methods 0.000 description 10
- 238000011835 investigation Methods 0.000 description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 239000010721 machine oil Substances 0.000 description 4
- 238000005527 soil sampling Methods 0.000 description 4
- 239000007788 liquid Substances 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 230000000875 corresponding effect Effects 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000006004 Quartz sand Substances 0.000 description 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910000278 bentonite Inorganic materials 0.000 description 1
- 239000000440 bentonite Substances 0.000 description 1
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000001276 controlling effect Effects 0.000 description 1
- 230000002596 correlated effect Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000994 depressogenic effect Effects 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000009987 spinning Methods 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
- 239000002349 well water Substances 0.000 description 1
- 235000020681 well water Nutrition 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 water and soil integrated sampling device, it is characterized in that the sampling apparatus includes packaged type platform, two groups of vertically arranged cylinder systems are provided with the packaged type platform, connected between cylinder system described in two groups by horizontal gird, it is provided with the horizontal gird on rotary power unit, the rotary power unit and coaxial detachable outer tube and drilling rod or groundwater monitoring well casing in the outer tube is installed.The utility model has the advantages that, sampling apparatus is simple in construction, can be achieved effectively to pollute isolation, and Fast Construction groundwater monitoring well when soil layering is sampled by the setting of outer tube, realizes fast sampling；Relative to traditional sampling well building method, the sampling apparatus has more specific aim when sampling, and implements the advantages of convenient, the cycle is short, with good technical advantage and application prospect.
Description
Technical field
The utility model belongs to environmental geotechnical technical field, and in particular to a kind of water and soil integrated sampling device.
Background technology
With developing rapidly for social economy, the level of urbanization is improved constantly, and environmental pollution is but increasingly serious, seriously
The ecosystem is destroyed, the quality of life of the mankind is have impact on and healthy.Contaminated site redevelop during, for prevention and
The construction place ecological accidents and construction project security incident for controlling soil and underground water pollution and triggering, comprehensive and accurate field
Ground investigation seems particularly significant.
At present, contaminated site investigation relies primarily on the equipment such as 30 type rigs, hundred meters of rigs and Geoprobe rigs, is boring
If during, the said equipment may bring the pollution of top layer or shallow-layer into deep layer, not accomplish pollution isolation, in site investigation
During need carry out large area drill sampling, if not taking effective measures carry out staged isolation, can make in place pollute
Diffusion, subregion produces secondary pollution.
And at this stage, both at home and abroad carry out site investigation work during can seldom accomplish pollution isolation, effectively every
From the accuracy and the protection to environment for being conducive to investigation, so needing badly a kind of prevents the contaminated site probing side of secondary pollution
Method, the utility model of this method is conducive to ensureing the accuracy of site investigation work and effectively prevents the friendship during site investigation
The contamination caused in fork pollution, effectively control fact-finding process, and fast and effectively realize the integration of water and soil sampling.
The content of the invention
The purpose of this utility model is according to there is provided a kind of water and soil integrated sampling dress in place of above-mentioned the deficiencies in the prior art
Put, the sampling apparatus by by cylinder system and rotary power unit integrated installation in quiet to realize on packaged type platform
Pressure and spinning, while by the way that outer tube and drilling rod are co-axially mounted to be effectively isolated pollution during soil sampling, water sample.
The utility model purpose is realized and completed by following technical scheme：
A kind of water and soil integrated sampling device, it is characterised in that the sampling apparatus include packaged type platform, it is described can
It is provided with mobile platform between two groups of vertically arranged cylinder systems, cylinder system described in two groups and passes through level
Crossbeam is connected, and coaxial detachable installation is provided with rotary power unit, the rotary power unit on the horizontal gird
There are outer tube and drilling rod or groundwater monitoring well casing in the outer tube.
Have on the packaged type platform and be available for the through hole that the outer tube and the drilling rod are passed through.
The leading section detachable connection of the drilling rod has an inner tube sampler, the external diameter of said inner tube sampler with it is described
The internal diameter of outer tube is adapted.
Said inner tube sampler is pressed sampler, an including hollow cylinder that fetches earth, the front end of the cylinder that fetches earth
There is taper to fetch earth mouth, rearward end with the threaded rod for being used to connect the drilling rod in portion, wherein, in the soil sample barrel body on wall
Laminating is provided with a slim reel.
Said inner tube sampler is spiral sampler, an including hollow cylinder that fetches earth, the front end of the cylinder that fetches earth
There is taper to fetch earth mouth, rearward end with the threaded rod for being used to connect the drilling rod in portion, wherein, on the external wall of soil sample barrel
With helical blade, the external diameter of the helical blade is adapted with the internal diameter of the outer tube, in the soil sample barrel body on wall
Laminating is provided with a slim reel.
Be provided with spacing bracket on the horizontal gird, the spacing bracket be installed on the rotary power unit just under
There is the pilot hole being adapted with the outer tube, the edge of the pilot hole has and can freely blocked in side, the spacing bracket
Connect the device of the outer tube or the drilling rod.
Connected between cylinder system described in two groups by upper and lower two horizontal girds, above is described
Being provided with horizontal gird has what is be adapted with the outer tube on rotary power unit, the underlying horizontal gird
Pilot hole, the pilot hole is located at the underface of the rotary power unit, and the edge of the pilot hole has can free clamping
The device of the outer tube or the drilling rod.
The cylinder system includes fixed sleeving, oil cylinder and sliding sleeve, wherein, the fixed sleeving is vertically solid
Dingan County is loaded on the packaged type platform, and the oil cylinder is installed on the lifting fortune made in the fixed sleeving on vertical direction
Dynamic, the sliding sleeve is set in the outside of the fixed sleeving and mutually fixed with the oil cylinder top.
Operation bench and power set phase of the oil cylinder through oil pressure line successively with being arranged on the packaged type platform
Connection.
The corner of the packaged type platform is provided with bascule, the bascule through oil pressure line successively with setting
It is connected in the operation bench on the packaged type platform with power set.
The utility model has the advantages that, sampling apparatus is simple in construction, and soil layering, which can be achieved, by the setting of outer tube adopts
Isolation, and Fast Construction groundwater monitoring well effectively are polluted during sample, fast sampling is realized；Relative to traditional sampling shaft building side
Method, the sampling apparatus has more specific aim when sampling, implement the advantages of convenient, the cycle is short, with good technical advantage and application
Prospect.
Brief description of the drawings
Fig. 1 is the structural representation of water and soil integrated sampling equipment in the utility model；
Fig. 2 carries out close-up schematic view during spreading for outer tube in the utility model；
Fig. 3 is the schematic diagram for being provided with two horizontal girds in the utility model in water and soil integrated sampling equipment；
Fig. 4 is spiral inner tube sampler structure schematic diagram in the utility model；
Fig. 5 is forced inner tube sampler structure schematic diagram in the utility model；
Fig. 6 is that outer tube is pressed into the soil body to the schematic diagram of depth selection above position in the utility model；
Fig. 7 is the schematic diagram that is emptied the soil body in outer tube in the utility model；
Fig. 8 carries out the schematic diagram of soil sample to creep into inner tube sampler to depth selection position in the utility model；
Fig. 9 is that outer tube is pressed into the soil body to the schematic diagram of depth selection position in the utility model；
Figure 10 in the utility model by will adopt the schematic diagram extracted on pedotheque in inner tube sampler；
Figure 11 be the utility model in outer tube set groundwater monitoring well casing schematic diagram；
Figure 12 is the schematic diagram for being filled with drainage layer and sealing layer in the utility model in outer tube and soil body gap.
Embodiment
Feature of the present utility model and other correlated characteristics are made further specifically by embodiment below in conjunction with accompanying drawing
It is bright, in order to the understanding of technical staff of the same trade：
Mark 1-23 is respectively in such as Fig. 1-12, figure：Drilling rod 1, inner tube sampler 2, outer tube 3, groundwater monitoring well casing
4th, sealing layer 5, drainage layer 6, cylinder system 7, elevating lever 8, fixes sleeve 9, branch sleeve 10, horizontal gird 11, rotation
Power set 12, spacing bracket 13, operation bench 14, power set 15, packaged type platform 16, oil pressure line interface 17, crawler belt
18th, clamping apparatus 19, threaded rod 20, the cylinder 21 that fetches earth, helical blade 22, taper is fetched earth mouth 23.
Embodiment：The present embodiment is specifically related to a kind of water and soil integrated sampling device, for isolating pollution and being layered collection
Pedotheque and groundwater sample in place.
As shown in figure 1, the sampling apparatus in the present embodiment includes a packaged type platform 16, pass through crawler belt 18 below
The traveling that moves freely of ground on the scene is realized, and bascule is provided with four angles of lower surface of packaged type platform 16
（Not shown in figure）, for adjusting platform overall stability after packaged type platform 16 is static；In packaged type platform 16
On be vertically provided between two groups of cylinder systems 7 spaced apart, two groups of cylinder systems 7 and pass through horizontal gird
11 connections, that is to say, that horizontal gird 11 can make synchronization lifting with cylinder system 7；In addition, at the middle part of horizontal gird 11
A rotary power unit 12 is fixedly installed, there is the installation position for being available for different component connections on the rotary power unit 12, and
It is specific to be co-axially mounted outer tube 3 and drilling rod 1 on above-mentioned installation position, outer tube 3 outside, including drilling rod 1, in addition, in underground
Groundwater monitoring well casing 4 is also coaxially installed with water sampling stage, rotary power unit 12；Immediately below rotary power unit 12
Packaged type platform on accordingly offer a through hole for being available for outer tube 3, drilling rod 1 and groundwater monitoring well casing 4 to run through（Figure
Not shown in）.
As shown in Fig. 1,4,5, the leading section of drilling rod 1 is threaded with an inner tube sampler 2, and the inner tube sampler 2 can be with
It is the spiral sampler or pressed sampler using high strength steel：
As shown in figure 4, spiral sampler includes the hollow cylinder 21 that fetches earth, the leading section for the cylinder 21 that fetches earth has taper
Mouth 23, the rearward end of fetching earth have a threaded rod 20, and the taper mouth 23 that fetches earth can be conducive to creeping into and fetching earth in the soil body, and threaded rod 20 is then
For the threaded connection between same drilling rod 1, wherein, helical blade 22, helical-blade are provided with the outside wall surface for fetching earth cylinder 21
The external diameter of piece 22 is adapted with the internal face of outer tube 3, and helical blade 22 is in addition to being easy to drilling, additionally it is possible to above carried in convolution
During the soil body is taken out of from outer tube 3；In addition, the cylinder 21 that fetches earth is put together by the hinge of two panels semi-cylindrical,
The structure of this hinge-type can be easy to after the completion of sampling completely take out the soil body in cylinder.In addition, before use, can
To be fitted on the internal face for the cylinder 21 that fetches earth, a slim reel is set（Not shown in figure）, the slim reel can be by without dirt
Dye and corrosion resistant material composition, are, for example, to be formed by iron sheet curling, and during fetching earth, soil sample will enter the cylinder 21 that fetches earth
In slim reel in, when take apart fetch earth 21 soil sampling of cylinder when, the iron sheet of slim reel need to only be deployed, by slim
The setting of reel can avoid the soil body from adhering on the inwall for the cylinder 21 that fetches earth, and reduce the cleaning for the cylinder 21 that fetches earth.
As shown in figure 5, pressed sampler includes the hollow cylinder 21 that fetches earth, the leading section for the cylinder 21 that fetches earth has taper
Mouth 23, the rearward end of fetching earth have threaded rod 20, and the external diameter for the cylinder 21 that fetches earth is adapted with the internal face of outer tube 3, all overcoats
The soil body in pipe 3 can be taken out by the cylinder 21 that fetches earth.
As shown in Figure 1, 2, spacing bracket 13 is additionally provided with the lower section of horizontal gird 11, spacing bracket 13 plays spacing lead
To and interim support effect；The lower section and its two ends that the main body of spacing bracket 13 is located at rotary power unit 12 are bent with same
Horizontal gird 11 is mutually fixed, and the guide hole run through for outer tube 3 is further opened with spacing bracket 13（Not shown in figure）, the edge of guide hole
Portion is provided with for that can clamp the clamping apparatus 19 of clamping outer tube 3 or drilling rod 1；When outer tube 3 carries out spreading, soil will be located at
First segment outer tube 3 in body is released with rotary power unit 12 to be connected, and drives horizontal gird 11 by cylinder system 7
Rise certain altitude, second section outer tube 3 is penetrated into guide hole from bottom to top afterwards, and by being set in the outside wall surface of outer tube 3
Putting clamping apparatus 19 makes its interim support on the edge of the guide hole of spacing bracket 13, consequently facilitating second section outer tube 3 is with first
Save outer tube 3 between connection and with the connection between rotary power unit 12.It should be noted that the knot of spacing bracket 13
Configuration formula is not unique, naturally it is also possible to use form as shown in Figure 3, i.e., directly in the lower section of horizontal gird 11, row is set again
A guide hole is opened up at a piece horizontal gird 11, equally position corresponding on the horizontal gird 11 to pass through for outer tube 3 or drilling rod 1
Wear.
As shown in figure 1, the cylinder system 7 in the present embodiment includes fixes sleeve 9, elevating lever 8 and branch sleeve
10, wherein, fixes sleeve 9 is vertically fixedly installed on packaged type platform 16, and elevating lever 8 is arranged in fixes sleeve 9 and erected
The upward elevating movement of Nogata, and branch sleeve 10 is then set in the outside of fixes sleeve 9 and mutually consolidates with the top of elevating lever 8
It is fixed, wherein, the shape of branch sleeve 10 and fixes sleeve 9 is not unique, can be circular or square, the two ends tool of horizontal gird 11
Body is fastened in the outside wall surface of branch sleeve 10.The oil pressure line interface 17 of the bottom of elevating lever 8 is used to connect oil pressure line,
To be connected successively with control device 14 with power set 15 by oil pressure line；Wherein, control device 14 and power set
15 are mounted on packaged type platform 16, in addition to cylinder system 7, foregoing bascule and rotary power unit
12 are connected also by oil pressure line with control device 14 with power set 15；Operation bench 15 is used to send operational order, and moves
Power apparatus 15 then provides corresponding dynamic according to operational order to cylinder system 7, rotary power unit 12 and bascule
Power.
As shown in figs. 1-12, the method for carrying out soil sampling and groundwater sampling using sampling apparatus in the present embodiment includes
Following steps：
（1）As shown in figure 1, sampling apparatus is moved on the ground of soil and groundwater sampled point, remove that surface is miscellaneous to be filled out
Soil；
（2）As a shown in Figure 6, drilling rod 1 and outer tube 3 are co-axially mounted on rotary power unit 12, drilling rod 1 is located at overcoat
In pipe 3 and in minimum stroke, and inner tube sampler 2 is installed in the leading section of drilling rod 1；Control cylinder system 7 is pushed
So as to be pressed into the soil body above position of depth selection through the drive outer tube 3 of horizontal gird 11；
（3）As shown in Fig. 1,7, after outer tube 3 is pressed into the soil body above position of depth selection, cylinder system
7 are stopped, and start rotary power unit 12, drive inner tube sampler 2 to be drilled down into the bottom of outer tube 3 by drilling rod 1,
Inner tube sampler 2 reversely rotates belt and goes out the soil body again afterwards, is above carried after inner tube sampler 2 to minimum stroke, moves rotation
Power apparatus 12 is released with the upper end of outer tube 3 and is connected, and rotation by the drive horizontal gird 11 of cylinder system 7 and thereon is moved
Power apparatus 12 and inner tube sampler 2 are above carried, behind completely out outer tube 3 of inner tube sampler 2, and the soil body that it is taken out of is carried out
Empty, be completely removed the soil body in outer tube 3；Afterwards again by cylinder system 7 drive horizontal gird 11 and its
On rotary power unit 12 and inner tube sampler 2 decline, and the upper end of outer tube 3 is connected again with rotary power unit 12
Connect locking；
（4）As shown in Fig. 1,4,8,9, the soil body to be done in outer tube 3 is emptied after operation, cylinder system 7
It is stopped, is again started up rotary power unit 12, drives inner tube sampler 2 to be drilled down into taking into the soil body by drilling rod 1
Sample depth, during being drilled down into, the soil body in the range of depth selection enters in the cylinder 21 that fetches earth of inner tube sampler 2, also
It is to say, inner tube sampler 2 completes soil sample；Afterwards, start cylinder system 7 and push outer tube 3 until depth selection position
Put；
（5）As shown in Fig. 1,9,10, it is pressed into after outer tube 3 to depth selection, starts rotary power unit 12, drilling rod
1 convolution above carries inner tube sampler 2, is above carried after inner tube sampler 2 to minimum stroke, makes rotary power unit 12 and outer tube 3
Upper end releases connection, and rotary power unit 12 and inner tube by the drive horizontal gird 11 of cylinder system 7 and thereon take
Sample device 2 is above carried, behind completely out outer tube 3 of inner tube sampler 2, under inner tube sampler 2 is dismantled from drilling rod 1, and from interior
Pedotheque is completely taken out in pipe sampler 2；
（6）As Figure 1-10 shows, the length of spreading outer tube 3 and drilling rod 1, repeat step 2-5 are until different samplings are deep
The pedotheque sampling of degree is completed；
（7）As shown in Fig. 1,11, it will be disengaged between outer tube 3 and rotary power unit 12, on rotary power unit 12
A piece groundwater monitoring well casing 4 is set, and is put into outer tube 3；
（8）As shown in Fig. 1,11,12, after groundwater monitoring well casing 4 place finish after, by its with rotary power unit 12 it
Between disengage, and will be attached between outer tube 3 and rotary power unit 12, pass through cylinder system 7 and slowly extract overcoat
Pipe 3, now only leaves groundwater monitoring well casing 4 in the soil body, in the gap between the outside wall surface of groundwater monitoring well casing 4 and the soil body
Quartz sand is inserted as drainage layer 6, drainage layer 6 is located at depth selection；Clay or bentonite are inserted simultaneously as sealing layer 5, are stopped
Water layer 5 is located in the range of the non-depth selection in the soil body；
（9）Groundwater monitoring well casing 4 is cleaned, after after underground water recovery, underground water sampler is put into groundwater monitoring well
Water sampling is carried out at depth selection in pipe 4.
It should be noted that the purpose that outer tube 3 is depressed into depth selection step by step in the soil body in the present embodiment is to prevent
Only by the soil body in the range of the contaminated zone on upper strata to depth selection, concrete reason is：Outer tube 3 is being pressed into the process of the soil body
In, a tiny gap will be produced between the soil body in the inwall and pipe of outer tube 3, the soil body in outer tube 3 is carried out
During removing, the pollution liquid such as machine oil on drilling rod 1 will be along the downward seepage flow in the gap；If directly by outer tube 3 once
Property is pressed into depth selection, then during the soil body above to depth selection is purged, on drilling rod 1
Machine oil and the top soil body in pollution liquid will be left to along the gap in the soil body in the range of depth selection, cause to treat
The secondary pollution of the soil body is sampled, testing result is influenceed；Therefore outer tube 3 is pressed into depth selection in two steps in the present embodiment,
Depth selection above position is pressed into for the first time, the machine oil and pollution liquid on such top quickly can not sample depth by seepage flow to lower section
In the soil body in the range of degree.
Sampling apparatus has the beneficial effect that in the present embodiment：（1）By the setting of outer tube, pollution can be isolated, blocked interior
Outer hydraulic connection, prevents depthkeeping to manage interior produced pollution thing during fetching earth（Such as the machine oil on drilling rod）It is diffused into outside pipe
Underground water is influenceed in the soil body, secondary pollution is caused；（2）The substep of outer tube pushes the pollutant being able to ensure that in the soil body of top not
It can be diffused into the soil body in the range of the depth selection of bottom；（3）Outer tube can provide stable retaining wall in sampling process and make
With preventing hole from caving in, realize rapid mine shaft construction water sampling.
Claims (10)
1. a kind of water and soil integrated sampling device, it is characterised in that the sampling apparatus includes packaged type platform, described removable
It is provided with dynamic formula platform between two groups of vertically arranged cylinder systems, cylinder system described in two groups horizontal by level
Beam is connected, and coaxially detachable be provided with is provided with rotary power unit, the rotary power unit on the horizontal gird
Outer tube and drilling rod or groundwater monitoring well casing in the outer tube.
2. a kind of water and soil integrated sampling device according to claim 1, it is characterised in that on the packaged type platform
With the through hole for being available for the outer tube and the drilling rod to pass through.
3. a kind of water and soil integrated sampling device according to claim 1, it is characterised in that the leading section of the drilling rod can
An inner tube sampler is detachably connected with, the external diameter of said inner tube sampler is adapted with the internal diameter of the outer tube.
4. a kind of water and soil integrated sampling device according to claim 3, it is characterised in that said inner tube sampler is pressure
Enter formula sampler, including a hollow cylinder that fetches earth, there is fetch earth mouth, rearward end of taper to have for the leading section of the cylinder that fetches earth
Threaded rod for connecting the drilling rod, wherein, laminating is provided with a slim reel on wall in the soil sample barrel body.
5. a kind of water and soil integrated sampling device according to claim 3, it is characterised in that said inner tube sampler is spiral shell
There is fetch earth mouth, rearward end of taper to have for rotating sampler, including a hollow cylinder that fetches earth, the leading section of the cylinder that fetches earth
Threaded rod for connecting the drilling rod, wherein, there is helical blade on the external wall of soil sample barrel, the helical blade
External diameter is adapted with the internal diameter of the outer tube, and laminating is provided with a slim reel on wall in the soil sample barrel body.
6. a kind of water and soil integrated sampling device according to claim 1, it is characterised in that set on the horizontal gird
Limited location bracket, the spacing bracket, which is installed in the underface of the rotary power unit, the spacing bracket, to be had and institute
State the pilot hole that outer tube is adapted, the edge of the pilot hole have can outer tube or the drilling rod described in free clamping dress
Put.
7. a kind of water and soil integrated sampling device according to claim 1, it is characterised in that hydraulic jack described in two groups is filled
Connected between putting by upper and lower two horizontal girds, rotary power dress is provided with the horizontal gird above
Put, there is the pilot hole being adapted with the outer tube on the underlying horizontal gird, the pilot hole is located at described
The underface of rotary power unit, the edge of the pilot hole have can outer tube or the drilling rod described in free clamping dress
Put.
8. a kind of water and soil integrated sampling device according to claim 1, it is characterised in that the cylinder system bag
Fixes sleeve, elevating lever and branch sleeve are included, wherein, the fixes sleeve is vertically fixedly installed in the packaged type platform
On, the elevating lever is installed on the elevating movement made in the fixes sleeve on vertical direction, and the branch sleeve is set in institute
State the outside of fixed sleeving and mutually fixed with the oil cylinder top.
9. a kind of water and soil integrated sampling device according to claim 8, it is characterised in that the elevating lever is through oil pressure pipe
Line is connected with the operation bench and power set being arranged on the packaged type platform successively.
10. a kind of water and soil integrated sampling device according to claim 1, it is characterised in that the packaged type platform
Corner is provided with bascule, manipulation of the bascule through oil pressure line successively with being arranged on the packaged type platform
Platform is connected with power set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621423124.1U CN206348165U (en) | 2016-12-23 | 2016-12-23 | A kind of water and soil integrated sampling device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621423124.1U CN206348165U (en) | 2016-12-23 | 2016-12-23 | A kind of water and soil integrated sampling device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206348165U true CN206348165U (en) | 2017-07-21 |
Family
ID=59321999
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621423124.1U Active CN206348165U (en) | 2016-12-23 | 2016-12-23 | A kind of water and soil integrated sampling device |
Country Status (1)
| Country | Link |
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| CN (1) | CN206348165U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109288664A (en) * | 2018-11-09 | 2019-02-01 | 天津魁都科技有限公司 | The Rehabilitation comprehensive hydrotherapy instrument of bioceramic running water ultrasonic wave |
| CN110685681A (en) * | 2019-10-21 | 2020-01-14 | 苏州大研环境科技有限公司 | Underground water pollutant monitoring system |
| CN109490009B (en) * | 2018-10-09 | 2021-04-20 | 魏明然 | Acquisition system for geological environment survey |
-
2016
- 2016-12-23 CN CN201621423124.1U patent/CN206348165U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109490009B (en) * | 2018-10-09 | 2021-04-20 | 魏明然 | Acquisition system for geological environment survey |
| CN109288664A (en) * | 2018-11-09 | 2019-02-01 | 天津魁都科技有限公司 | The Rehabilitation comprehensive hydrotherapy instrument of bioceramic running water ultrasonic wave |
| CN110685681A (en) * | 2019-10-21 | 2020-01-14 | 苏州大研环境科技有限公司 | Underground water pollutant monitoring system |
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