CN206052678U - Soil body sampler and soil body sampler - Google Patents
Soil body sampler and soil body sampler Download PDFInfo
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- CN206052678U CN206052678U CN201620685069.7U CN201620685069U CN206052678U CN 206052678 U CN206052678 U CN 206052678U CN 201620685069 U CN201620685069 U CN 201620685069U CN 206052678 U CN206052678 U CN 206052678U
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- 239000002689 soil Substances 0.000 title claims abstract description 225
- 238000004804 winding Methods 0.000 claims description 2
- 210000004247 hand Anatomy 0.000 claims 1
- 238000012360 testing method Methods 0.000 abstract description 28
- 238000004088 simulation Methods 0.000 abstract description 6
- 238000005070 sampling Methods 0.000 description 15
- 238000000034 method Methods 0.000 description 13
- 238000010998 test method Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 238000012986 modification Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 3
- 238000004364 calculation method Methods 0.000 description 3
- 235000013399 edible fruits Nutrition 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000002474 experimental method Methods 0.000 description 2
- 101100008046 Caenorhabditis elegans cut-2 gene Proteins 0.000 description 1
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 235000019994 cava Nutrition 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
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- Sampling And Sample Adjustment (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
This utility model provides a kind of soil body sampler and soil body sampler.Wherein, the soil body sampler includes：Framework and cut native plate；Wherein, framework is provided with opening, and the opening of framework is detachably connected with native plate is cut；Framework is set as accommodating the containing cavity of soil sample with cutting native plate and enclosing.In this utility model, cut native plate soil sample is separated from the soil body, framework button is located at soil sample, it is detachably connected with native plate is cut by framework, realize the collection of soil sample, not only allow the volume of soil sample according to actual needs to determine, and the soil sample undisturbed for being taken, soil sample is without damage, and then enable the original state foundation soil body of soil sample more preferably simulation semo-infinite state, ensure that the centrifuge test of basic model is normally carried out, improve the accuracy of result of the test, and, the soil body sampler simple structure, it is easily operated.
Description
Technical field
This utility model is related to transmission line of electricity foundation engineering technical field, in particular to a kind of soil body sampler
And soil body sampler.
Background technology
What electric power line pole tower foundation was subjected to shaft tower pushes load, still suffers from uplift load and horizontal lotus
Carry, therefore, the stable safe operation under three kinds of load actions of electric power line pole tower foundation is that work transmission line safety is steady
The basic guarantee of fixed operation.
When electric power line pole tower foundation bears uplift load and horizontal loading, anti-pulling capacity and horizontal bearing capacity are true
Determining method mainly includes：Computing method of formula, real model experiment method and normal dynamic model test method.Wherein, computing method of formula is using letter
Just, it is easy to application, but result of calculation is easily affected by calculating parameter, accuracy is low；Real model experiment method truly can reflect
The stress and bearer properties of electric power line pole tower foundation, but test period length, the choosing of costly and test site
Location is difficult, and the condition needed for test is difficult to control to；Often the test period of dynamic model test method is short, expense is low, needed for test
Condition is easy to control, but cannot truly reflect the stress of electric power line pole tower foundation, result of the test and true feelings
Condition deviation is larger.Therefore, the anti-pulling capacity and horizontal bearing capacity of electric power line pole tower foundation can adopt centrifuge modelling test
Test method is determined specifically by pulling out on basic model with horizontal centrifuge test method, the test side determining
The low cost of method, test site addressing are easy, and result of the test is more accurate, closer to the truth.
When the centrifuge test method using basic model is tested, required foundation soil body should be and be close to semo-infinite
The soil body of body state, it is therefore desirable to which the original state foundation soil body of large volume is simulating the soil body of semo-infinite state.However, existing at present
Soil body sampling method be that soil sample is cut in soil body section or dell manually, and can not be right during soil sample is cut
Soil sample disturbed in case soil sample damage affect result of the test, so the volume for manually cutting soil sample suffer from limit, and
The process of sampling is comparatively laborious.Again as the foundation soil body needed for test should be undisturbed original state foundation soil body, so cannot
The soil sample for manually cutting every time is collected using as the foundation soil body needed for test.Therefore, the soil sample for manually cutting cannot
The original state foundation soil body of simulation semo-infinite state, also just as the foundation soil body needed for test, and then cannot cannot adopt basis
The centrifuge test method of model is tested.
Utility model content
In consideration of it, the utility model proposes a kind of soil body sampler, it is intended to manually cut soil in solving prior art
The volume of sample is restricted the original state foundation soil body for causing the soil sample simulate semo-infinite state and further causes basic model
The problem that centrifuge test cannot be carried out.This utility model also proposed a kind of soil body sampler.
On one side, the utility model proposes a kind of soil body sampler, the device includes：Framework and cut native plate；Its
In, framework is provided with opening, and the opening of framework is detachably connected with native plate is cut；Framework is set as accommodating with cutting native plate and enclosing
The containing cavity of soil sample.
Further, in above-mentioned soil body sampler, framework is the column of both ends open and inner hollow.
Further, in above-mentioned soil body sampler, the one of side for cutting native plate is provided with cutting edge.
Further, above-mentioned soil body sampler also includes：Baffle plate, wherein, baffle plate is vertically connected at cuts native plate, also,
Baffle plate is oppositely arranged with cutting edge.
Further, in above-mentioned soil body sampler, the opening of framework is detachably connected as bolt connection with native plate is cut.
Further, in above-mentioned soil body sampler, the outer wall of framework is additionally provided with handle.
In this utility model, cut native plate and soil sample is separated from the soil body, framework button is located at soil sample, passes through
Framework is detachably connected with native plate is cut, and realizes the collection of soil sample, not only allows the volume of soil sample according to reality
Border needs to determine, and the soil sample undisturbed for being taken, and soil sample is without damage, and then enables soil sample more preferably simulation half
The original state foundation soil body of Infinite State, ensures that the centrifuge test of basic model is normally carried out, and improves test knot
The accuracy of fruit, the volume that soil sample is manually cut in solving prior art are restricted and cause the soil sample simulate semo-infinite
The original state foundation soil body of state further causes the problem that the centrifuge test of basic model cannot be carried out, also, the soil body to sample
Apparatus structure is simple, it is easy to operate.
On the other hand, this utility model also proposed a kind of soil body sampler, and the system includes：Lowering or hoisting gear and above-mentioned
Soil body sampler；Wherein, lowering or hoisting gear is connected with the framework in soil body sampler, and lowering or hoisting gear is used to lift the soil body
Sampler.
Further, in above-mentioned soil body sampler, lowering or hoisting gear includes：Support body, rocking bar, rope, first pulley and
Two pulleys；Wherein, rocking bar is rotatably connected at support body, and first pulley is arranged at the top of support body；Second pulley is arranged at frame
The outer wall of body；One end of rope is connected to rocking bar, rope winding first pulley and second pulley successively, also, rope is another
End is connected with the top of support body.
In this utility model, soil body sampler realizes and soil sample is acquired, not only so that soil sample
Volume can determine according to actual needs, and the soil sample undisturbed for being taken, and soil sample improves the standard of result of the test without damage
Exactness, also, the height needed for soil body sampler liter is down to by lowering or hoisting gear, so that staff is processed accordingly,
It is convenient and simple, it is easy to accomplish.
Description of the drawings
By the detailed description for reading hereafter preferred implementation, various other advantages and benefit are common for this area
Technical staff will be clear from understanding.Accompanying drawing is only used for the purpose for illustrating preferred implementation, and is not considered as to this practicality
New restriction.And in whole accompanying drawing, it is denoted by the same reference numerals identical part.In the accompanying drawings：
The structural representation of the soil body sampler that Fig. 1 is provided for this utility model embodiment；
In the soil body sampler that Fig. 2 is provided for this utility model embodiment, the overlooking the structure diagram of framework；
In the soil body sampler that Fig. 3 is provided for this utility model embodiment, the structural representation of native plate is cut；
The schematic diagram of the soil body sampler soil body sampling that Fig. 4 is provided for this utility model embodiment；
The another schematic diagram of the soil body sampler soil body sampling that Fig. 5 is provided for this utility model embodiment；
The another schematic diagram of the soil body sampler soil body sampling that Fig. 6 is provided for this utility model embodiment；
The structural representation of the soil body sampler that Fig. 7 is provided for this utility model embodiment；
Fig. 8 is the flow chart of soil body sampling method provided in an embodiment of the present invention；
Fig. 9 is the another flow chart of soil body sampling method provided in an embodiment of the present invention.
Specific embodiment
The exemplary embodiment of the disclosure is more fully described below with reference to accompanying drawings.Although the disclosure is shown in accompanying drawing
Exemplary embodiment, it being understood, however, that may be realized in various forms the disclosure and should not be by embodiments set forth here
Limited.On the contrary, there is provided these embodiments are able to be best understood from the disclosure, and can be by the scope of the present disclosure
Complete conveys to those skilled in the art.It should be noted that the enforcement in the case where not conflicting, in this utility model
Feature in example and embodiment can be mutually combined.It is below with reference to the accompanying drawings and in conjunction with the embodiments new to describe this practicality in detail
Type.
Soil body sampler embodiment：
Referring to Fig. 1 to Fig. 3, the preferred structure of the soil body sampler that this utility model embodiment is provided in figure, is shown.
As illustrated, the soil body sampler includes：Framework 1 and cut native plate 2.Wherein, framework 1 is provided with opening, the opening of framework 1
End with cut native plate 2 and be detachably connected.Also, when framework 1 is with cutting native plate 2 and linking together, framework 1 is set as with cutting native plate 2 and enclosing
For accommodating the containing cavity 11 of soil sample.Specifically, the inner hollow of framework 1, at least one end of framework 1 are provided with opening,
One of opening is to be detachably connected with native plate 2 is cut.Preferably, the size phase of the size of containing cavity 11 and soil sample
Matching.
When being embodied as, the opening of framework 1 is with to cut being detachably connected for native plate 2 can be bolt connection.In framework 1
Connecting plate 7 is provided with opening, the connecting plate 7 offers the first bolt hole on the connecting plate 7 with framework 1 to be vertically arranged
71.The size of the size more than the end of 1 opening of framework of native plate 2 is cut, native plate 2 is cut and is corresponded at the position of the first bolt hole 71
The second bolt hole 22 is offered, bolt is arranged in the first bolt hole 71 and the second bolt hole 22 successively and is connected with nut.Tool
When body is implemented, the shape of the first bolt hole 71 and the second bolt hole 22 can be circular, square etc., and the present embodiment is not done to this
Any restriction.
Preferably, the outer wall of framework 1 is also provided with handle 13, is easy to manually lift the framework.
Referring to Fig. 4 to Fig. 6, when the soil body is sampled, the place of a suitable soil body sampling is chosen, in the place excavation pit
8.Marking line is made according to the height of soil sample on one of side wall of foundation ditch 8, native plate 2 will be cut and inserted from marking line
In the soil body of the foundation ditch 8 side wall.The soil body for cutting 2 periphery of native plate is rejected according to the size of soil sample, cut remaining on native plate 2
The soil body is then soil sample.With the button of framework 1 located at soil sample, and framework 1 is connected with native plate 2 is cut, so as to complete
Soil body sampling.
When being embodied as, cutting native plate 2 can be headed in the soil body of foundation pit side-wall from marking line by jack.Framework 1
Inside dimensions match with the size of soil sample, as the end for cutting native plate 2 and the opening of framework 1 is mutually fixed, so
The size of the size more than the end of the opening of framework 1 of native plate 2 is cut, then cuts the size of the size more than soil sample of native plate 2,
After the soil body for cutting 2 periphery of native plate is rejected, should also will cut the soil body unnecessary on native plate 2 and reject, at this moment, cut on native plate 2
The remaining soil body is soil sample.
As can be seen that in the present embodiment, cut native plate 2 and soil sample is separated from the soil body, framework 1 is detained located at being taken
Soil sample, is detachably connected with native plate 2 is cut by framework 1, realizes the collection of soil sample, not only so that the volume of soil sample
Can determine according to actual needs, and the soil sample undisturbed for being taken, soil sample is without damage, and then enables soil sample more
The original state foundation soil body of good simulation semo-infinite state, ensures that the centrifuge test of basic model is normally carried out, carries
The high accuracy of result of the test, the volume that soil sample is manually cut in solving prior art are restricted and cause the soil sample cannot
The original state foundation soil body of simulation semo-infinite state further causes the problem that the centrifuge test of basic model cannot be carried out, also,
The soil body sampler simple structure, it is easy to operate.
In above-described embodiment, the framework 1 can be the column of both ends open and inner hollow, specifically, the framework 1
Two ends are opening, and one of opening is detachably connected with native plate 2 is cut.The framework 1 can be square, circular etc., tool
When body is implemented, the shape of framework 1 can determine according to the shape of soil sample that the present embodiment does not do any restriction to this.
Referring to Fig. 3, in above-described embodiment, the one of side for cutting native plate 2 is provided with cutting edge 21.When the soil body is sampled,
The side with cutting edge 21 on native plate 2 will be cut to insert from marking line in the soil body of foundation pit side-wall.When being embodied as, jack
One end foundation ditch is relied on by cushion block with the relative opposite side wall of side wall with marking line, the other end of jack will cut soil
Side of the plate 2 with cutting edge 21 is headed in the soil body of the side wall with marking line.
As can be seen that in this enforcement, by cutting setting cutting edge 21 on native plate 2 so that cutting native plate 2 preferably can insert
Enter in the soil body of foundation pit side-wall, it is simple, convenient.
In above-described embodiment, the device can also include：Baffle plate.Wherein, baffle plate is vertically connected at and cuts native plate 2, and keeps off
Plate is to be oppositely arranged with cutting edge 21.Specifically, jack can will cut side of the native plate 2 with cutting edge 21 by the baffle plate
Head in the soil body.
As can be seen that in the present embodiment, by arranging baffle plate, enable to jack and head in the soil body native plate 2 will be cut
When cut being more uniformly stressed for native plate 2, cut native plate 2 and preferably can insert in the soil body.
In sum, in the present embodiment, cut native plate 2 and soil sample is separated from the soil body, framework 1 is detained located at being taken
Soil sample, is detachably connected with native plate 2 is cut by framework 1, realizes the collection of soil sample, not only so that the volume of soil sample
Can determine according to actual needs, and the soil sample undisturbed for being taken, soil sample is without damage, and then enables soil sample more
The original state foundation soil body of good simulation semo-infinite state, ensures that the centrifuge test of basic model is normally carried out, carries
The high accuracy of result of the test, also, the soil body sampler simple structure, it is easy to operate.
Soil body sampler embodiment：
This utility model also proposes a kind of soil body sampler.Referring to Fig. 7, Fig. 7 is provided for this utility model embodiment
The structural representation of soil body sampler.As illustrated, the system includes：Lowering or hoisting gear and above-mentioned soil body sampler.Its
In, lowering or hoisting gear is connected with the framework 1 in soil body sampler, and lowering or hoisting gear is used to lift soil body sampler.The soil body takes
The specific implementation process of sampling device will not be described here referring to described above, the present embodiment.
During work, the framework 1 in soil body sampler is located at soil sample button in containing cavity 11 with native plate 2 is cut, lifting
Soil body sampler is risen or drops to required place by device, so that staff is to being fetched earth in soil body sampler
Sample is processed.
As can be seen that in the present embodiment, soil body sampler realizes and soil sample is acquired, not only so that being taken
The volume of soil sample can determine according to actual needs, and the soil sample undisturbed for being taken, and soil sample improves test knot without damage
The accuracy of fruit, also, the height needed for soil body sampler liter is down to by lowering or hoisting gear, so that staff is carried out accordingly
Process, it is convenient and simple, it is easy to accomplish.
Referring to Fig. 7, in above-described embodiment, lowering or hoisting gear can include：Support body 3, rocking bar 4, rope 5, first pulley 6 and
Two pulleys 12.Wherein, rocking bar 4 is rotatably connected at support body 3, and first pulley 6 is arranged at the top of support body 3, second pulley 12
It is arranged at the outer wall of framework 1.One end of rope 5 is connected to rocking bar 4, and rope 5 is set around first pulley 6 and second pulley successively
12, also, the other end of rope 5 is connected with the top of support body 3.Specifically, support body 3 can be cuboid framework, and rocking bar 4 sets
A side of support body 3 is placed in, and rocking bar 4 can be rotated relative to support body 3.One end of rope 5 is mutually fixed with rocking bar 4, rope 5
The other end be fixed on the top of support body 3.
The present embodiment is introduced so that soil body sampler is risen to predeterminated position by lowering or hoisting gear as an example, wherein,
Predeterminated position can determine according to practical situation that the present embodiment is not intended to be limited in any to this.During work, rocking bar 4 is rotated, connection
Rocking bar 4 will be followed to rotate together in the rope 5 of rocking bar 4, so as to rope 5 is wound on rocking bar 4, due to the other end of rope 5
Mutually fix with the top of support body 3, and rope 5 is set around first pulley 6 and second pulley 12, so the rotation of rocking bar 4 is caused
The length of rope 5 is reduced, and so as to drive the framework 1 in soil body sampler to move upwards, realizes the upper of soil body sampler
Rise.
As can be seen that in the present embodiment, lowering or hoisting gear utilizes rocking bar 4 and pulley to be capable of achieving the upper of soil body sampler
Rise, simple structure, it is easy to accomplish.
In sum, in the present embodiment, soil body sampler realizes and soil sample is acquired, not only so that being taken
The volume of soil sample can determine according to actual needs, and the soil sample undisturbed for being taken, and soil sample improves test knot without damage
The accuracy of fruit, also, the height needed for soil body sampler liter is down to by lowering or hoisting gear, so that staff is carried out accordingly
Process, it is convenient and simple, it is easy to accomplish.
Referring to Fig. 8, as illustrated, being situated between to soil body sampling method with reference to soil body sampler and soil body sampler
Continue, the soil body sampling method comprises the steps：
First step S1, excavates the foundation ditch with pre-set dimension in the place of soil body sampling.
Specifically, choose the suitable soil body and sample place, in the soil body sampling place excavation pit 8 chosen.It is embodied as
When, pre-set dimension can determine according to practical situation that the present embodiment is not intended to be limited in any to this.
Second step S2, will cut in the soil body of native plate insertion foundation pit side-wall according to the height of soil sample.
Specifically, marking line is made according to the height of soil sample on one of side wall of foundation ditch 8, native plate 2 will be cut
Insert from marking line in the soil body of the foundation ditch side wall.When being embodied as, cut native plate 2 and can be pushed up from marking line by jack
Enter in the soil body of foundation pit side-wall.When the one of side for cutting native plate 2 is provided with cutting edge 21, will cut native plate 2 has cutting edge
In the soil body of 21 side insertion foundation pit side-wall.
Third step S3, rejects to the soil body for cutting native plate periphery according to the size of soil sample, cuts remaining on native plate
The soil body be defined as soil sample.
Specifically, the soil body for cutting 2 periphery of native plate is rejected according to the size of soil sample.When being embodied as, due to cutting soil
The end of plate 2 and the opening of framework 1 is mutually fixed, so cutting the chi of the size more than the end of the opening of framework 1 of native plate 2
It is very little, but the inside dimensions due to framework 1 are matched with the size of soil sample, so the size for cutting native plate 2 is more than soil sample
Size, when cut 2 periphery of native plate the soil body reject after, in addition it is also necessary to it is unnecessary on native plate 2 to be cut according to the size of soil sample
The soil body is rejected, and at this moment, it is soil sample to cut the remaining soil body on native plate 2.
Four steps S4, is located at soil sample with framework button, and framework is connected with native plate is cut.
Specifically, with the button of framework 1 located at soil sample, and the gap between framework 1 and soil sample is filled, is made
Soil sample is steadily placed in framework 1, it is to avoid there is gap between soil sample and framework 1 so that soil sample is rocked leads
Cause the damage of soil sample.Then, framework 1 is connected with native plate 2 is cut, so as to complete soil body sampling.
Referring to Fig. 9, after four steps S4, can also include：5th step S5, framework is hung and rises to predeterminated position.
Specifically, in the fourth step s 4, framework 1 is mutually fixed with native plate 2 is cut, and soil sample is placed in framework 1 and cuts native plate 2
Enclose in the containing cavity 11 being set as.Framework 1 is hung with lowering or hoisting gear and rise to predeterminated position, when being embodied as, predeterminated position can be with root
Determine according to being actually needed, the present embodiment does not do any restriction to this.
In second step S2, according to the height of soil sample in the soil excavation groove 9 of foundation pit side-wall, native plate is cut from recessed
In the soil body of the insertion foundation pit side-wall of groove 9.
Specifically, marking line is made according to the height of soil sample on one of side wall of foundation ditch 8, in the foundation ditch side
Groove 9 is excavated at the marking line of wall, native plate 2 will be cut is inserted from groove 9 in the soil body of foundation pit side-wall.
Referring to Fig. 3 to Fig. 5, less than or equal to cutting the 1/2 of native plate length L, the height h of groove is less than or equal to depth x of groove
Cut the thickness t of native plate.This is because, if depth x of groove 9 is more than cutting the 1/2 of 2 length L of native plate, easily cause groove 9 unstable
Fixed, groove 9 easily caves in, then the soil body around groove 9 is disturbed, so that the soil body cannot simulate the original of semo-infinite state
Shape foundation soil body.If the height h of groove 9 is more than the thickness t for cutting native plate 2, cut in the insertion groove 9 of native plate 2, cutting native plate 2 can not
Groove 9 is full of so that groove 9 and to cut and be reserved with gap between native plate 2, the gap easily causes the soil body above groove 9 to collapse
Collapse, so that the soil body cannot simulate the original state foundation soil body of semo-infinite state.
Obviously, those skilled in the art can carry out various changes and modification without deviating from this practicality to this utility model
New spirit and scope.So, if it is of the present utility model these modification and modification belong to this utility model claim and
Within the scope of its equivalent technologies, then this utility model is also intended to comprising these changes and modification.
Claims (7)
1. a kind of soil body sampler, it is characterised in that include：Framework (1) and cut native plate (2)；Wherein,
The framework (1) is provided with opening, and the opening of the framework (1) is detachably connected with the native plate (2) of cutting；It is described
Framework (1) with it is described cut native plate (2) and enclose be set as accommodating the containing cavity (11) of soil sample；
The one of side for cutting native plate (2) is provided with cutting edge (21).
2. soil body sampler according to claim 1, it is characterised in that the framework (1) is both ends open and inside
Hollow column.
3. soil body sampler according to claim 1, it is characterised in that also include：Baffle plate, wherein, the baffle plate hangs down
It is direct-connected be connected to it is described cut native plate (2), also, the baffle plate is oppositely arranged with the cutting edge (21).
4. soil body sampler according to claim 1, it is characterised in that the opening of the framework (1) is cut with described
Native plate (2) is detachably connected as bolt connection.
5. soil body sampler according to claim 1, it is characterised in that the outer wall of the framework (1) is additionally provided with handle
Handss (13).
6. a kind of soil body sampler, it is characterised in that include：Lowering or hoisting gear and as any one of claim 1 to 5
Soil body sampler；Wherein,
The lowering or hoisting gear is connected with the framework (1) in the soil body sampler, and the lowering or hoisting gear is described for lifting
Soil body sampler.
7. soil body sampler according to claim 6, it is characterised in that the lowering or hoisting gear includes：Support body (3), shake
Bar (4), rope (5), first pulley (6) and second pulley (12)；Wherein,
The rocking bar (4) is rotatably connected at the support body (3), and the first pulley (6) is arranged at the top of the support body (3)
Portion；
The second pulley (12) is arranged at the outer wall of the framework (1)；
One end of the rope (5) is connected to the rocking bar (4), the rope (5) first pulley (6) and institute described in winding successively
Second pulley (12) is stated, also, the other end of the rope (5) is connected with the top of the support body (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620685069.7U CN206052678U (en) | 2016-06-30 | 2016-06-30 | Soil body sampler and soil body sampler |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620685069.7U CN206052678U (en) | 2016-06-30 | 2016-06-30 | Soil body sampler and soil body sampler |
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| Publication Number | Publication Date |
|---|---|
| CN206052678U true CN206052678U (en) | 2017-03-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620685069.7U Active CN206052678U (en) | 2016-06-30 | 2016-06-30 | Soil body sampler and soil body sampler |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106400770A (en) * | 2016-06-30 | 2017-02-15 | 中国电力科学研究院 | Soil mass sampling device, soil mass sampling system and soil mass sampling method |
| CN112065380A (en) * | 2020-10-20 | 2020-12-11 | 中国电建集团成都勘测设计研究院有限公司 | Large-buried-depth narrow-channel shaft electric sampling device and sampling method |
-
2016
- 2016-06-30 CN CN201620685069.7U patent/CN206052678U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106400770A (en) * | 2016-06-30 | 2017-02-15 | 中国电力科学研究院 | Soil mass sampling device, soil mass sampling system and soil mass sampling method |
| CN112065380A (en) * | 2020-10-20 | 2020-12-11 | 中国电建集团成都勘测设计研究院有限公司 | Large-buried-depth narrow-channel shaft electric sampling device and sampling method |
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