CN205941058U - Soil sampler for geological survey - Google Patents
Soil sampler for geological survey Download PDFInfo
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- CN205941058U CN205941058U CN201620984408.1U CN201620984408U CN205941058U CN 205941058 U CN205941058 U CN 205941058U CN 201620984408 U CN201620984408 U CN 201620984408U CN 205941058 U CN205941058 U CN 205941058U
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- stack shell
- soil sampler
- pull bar
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Abstract
The utility model provides a soil sampler for geological survey. This soil sampler for geological survey includes the stack shell and inserts di jianzui, the stack shell is by the lower supreme cavity of separating into a plurality of same volume, set up the baffle between the adjacent cavity, one side of stack shell is along vertically seting up rectangular breach, every cavity of rectangular breach intercommunication, set up push -and -pull door group on the rectangular breach, push -and -pull door group is including two push -and -pull rods, set up the guide slot on the long border in both sides of rectangular breach, set up vertical slide rail on the push -and -pull rod, form sliding connection in vertical slide rail embedding guide slot, push -and -pull door group still includes a plurality of opening and closing door, a plurality of opening and closing door are longitudinal arrangement between two push -and -pull rods, a plurality of opening and closing door form the one -to -one setting with a plurality of cavities, opening and closing door is including flexible soft curtain that is located upper portion and the billet board that is located the lower part, the top of flexible soft curtain both sides is fixed and is followed upward on the top that corresponds the cavity, the both sides limit of flexible soft curtain is cup jointed and form swing joint on the push -and -pull rod, the both sides limit of billet board is fixed on the push -and -pull rod.
Description
Technical field
This utility model belongs to field of mechanical technique, is related to a kind of exploring equipment, particularly a kind of for geological mapping
Soil sampler.
Background technology
Soil sampler has been widely used in scientific research, teaching and production division now, under soil sampler is used to lift
Layer soil is used for analyzing soil property as the device of test soil pattern, the test soil pattern of acquirement.Soil sampler is in engineering
There is in geological mapping important effect, existing have various engineering geological mapping soil sampler, and wherein, big machinery is turned into taking of industry
The test soil pattern quality that earthenware obtains is good, but because soil sampler is large-scale machinery, installs and carry equal inconvenience, cause
Limited by range, and small-sized portable soil sampler, there is a problem of that soil sampling mass is poor again.
There is single function in existing soil sampler, and its primary sample can only be sampled to the soil body of a depth, and
The different depth soil body cannot be carried out with homogeneous and separate sampling, the if desired sampling of different depth, sampling can only be repeatedly repeated
Operation, so wastes the working time, reduces work efficiency, in addition different time sections, and different operating leads to sample accuracy fall
Low, and then can not accurately carry out the comparative study between each layer depth soil sample.
Utility model content
The purpose of this utility model is that there are the problems referred to above for existing technology it is proposed that one kind is along cylinder longitudinal subdivision
Multiple cavity volumes, so that same once-through operation, can synchronously obtain multiple soil samples of different depth, to lift detection precision and convenient degree
The soil sampler for geological mapping.
The purpose of this utility model can be realized by following technical proposal：A kind of soil sampler for geological mapping, bag
Include stack shell, the sharp mouth in ground is inserted in the bottom setting of described stack shell, and described stack shell is separated into several isometric chambers, phase from the bottom to top
Dividing plate is set between adjacent described chamber, and along longitudinally opening up strip breach, described strip breach connects each for the side of described stack shell
Above-mentioned chamber, described strip breach arranges sliding door group, described sliding door group includes two symmetrically arranged push-pull bars, described
On the long edge in both sides of strip breach, guide groove is set, described push-pull bar arranges longitudinal slide rail, described longitudinal slide rail embeds described
In guide groove formed be slidably connected, described sliding door group also includes some shutter door, some described shutter door two push-pull bars it
Between longitudinal arrangement, some described shutter door are formed with some described chambers and correspond setting, and described shutter door is included positioned at upper
The flexible soft curtain in portion and the grid of steel bars being located at bottom, the described top stretching soft curtain both sides is fixed on the top of corresponding chamber along upper,
Described two sides stretching soft curtain are socketed in be formed on described push-pull bar and are flexibly connected, and two sides of described grid of steel bars are fixed on institute
State on push-pull bar, push and pull bar is set between the top of two described push-pull bars.
This is used in the soil sampler of geological mapping, and each chamber is all in communication with the outside by a part for strip breach, right
The shutter door answered is arranged on the appropriate section of strip breach.Originally the sampling process for the soil sampler of geological mapping is：Taking
Before sample, first push-pull bar is pushed to bottom, so that each chamber is all closed by each shutter door；Stack shell is slotting by bottom
Sharp mouth is inserted perpendicularly in soil, until it reaches keep stack shell stable during desired depth；Then hold push and pull bar to be lifted up, with
Make push-pull bar drive to move on grid of steel bars, shrink the soft curtain that stretches simultaneously, realize each shutter door and open simultaneously, the soil sample of corresponding depth
Enter the within the chamber of correspondence position；Then hold push and pull bar and be pushed into bottom downwards, so that push-pull bar drives grid of steel bars to move down,
In grid of steel bars folding process by the soil body separately, it is easy to separate soil body closing chamber using hardness, launch the soft curtain that stretches simultaneously, realize
Each shutter door is closed at；Finally proposed overall for stack shell by soil, once obtain different depth soil sample and by its
Separate.
Above-mentioned for, in the soil sampler of geological mapping, described two sides stretching soft curtain are bent to form half arc socket,
Described half arc socket is socketed in described push-pull bar periphery, and there is free gap between the two；Longitudinal direction on described push-pull bar is slided
Rail is stretched out by half arc breach of described half arc socket.Push-pull bar is thus facilitated to do pulling motion in half arc socket.
Above-mentioned for, in the soil sampler of geological mapping, described slotting ground point mouth is in four pyramid bodies, described four pyramid bodies tools
There is metal shell, in described metal shell, there is closing chamber, in described closing chamber, fill some metal ball, some described metal ball
Volume be less than described closing chamber volume 80%.
The sharp mouth in slotting ground arranging four pyramid bodies is conducive to making it be easily inserted in soil, and the deformability of metal shell is easy to
Insert the sharp mouth in ground stress in soil is adapted to.Insert in the sharp mouth in ground and fill a large amount of metal ball, on the one hand pass through to increase weight with
Be easy to into exert a force, on the other hand unfilled metal ball and its scattered state, can realize change of shape to metal shell has
Effect supports, and provides reliable support force to reach while adapting to underground environment.
Above-mentioned for, in the soil sampler of geological mapping, the cross section of described stack shell is rectangle or oval.Cylinder
The flat-shaped structure of body is inserted perpendicularly in soil beneficial to it.
Above-mentioned for, in the soil sampler of geological mapping, the periphery of described stack shell also sets up spider, described spider
There are three Retractive legs, the bottom of described Retractive leg has positioning spur, setting folding roller in described positioning spur.By stretching
Contracting lower limb is adjusted to correspond to the levels operation on uneven ground, realizes walking by folding roller and adjusts, by positioning spur insertion
Firm fixation is realized in soil.
Above-mentioned for, in the soil sampler of geological mapping, the middle part of described spider has collar, described collar is worn
If Positioning screw, described collar is formed with Positioning screw threadeds.During use, collar is socketed on outside stack shell, and by rotation
Stubborn Positioning screw is connected with forming clamping with stack shell；Thus with help already inserted into the stack shell holding in soil stably, under convenient
One step carries out pull sampling operation.
Above-mentioned for, in the soil sampler of geological mapping, described push and pull bar includes metal bar, described metal bar
Upper socket rubber sleeve, groove is held in setting on described rubber sleeve.
Compared with prior art, the soil sampler that this is used for geological mapping is longitudinally separated into multiple cavity volumes along cylinder, and utilizes
Push-pull bar carries out slide guide action, coordinates the door body that can bounce back and launch, thus makes same once-through operation, can synchronously obtain different depth
Multiple soil samples, and realize separation between soil sample to avoid mutually obscuring moreover it is possible to improve work efficiency, save the working time,
Further with synchronized sampling, obtain same position, under same state, the research parameter of soil body different depth is right beneficial to carrying out
Ratio research, also effectively lifting detects precision.
Brief description
Fig. 1 is the structural representation of this soil sampler for geological mapping.
In figure, 1, stack shell；2nd, insert the sharp mouth in ground；3rd, push-pull bar；4th, stretch soft curtain；5th, grid of steel bars；6th, push and pull bar.
Specific embodiment
The following is specific embodiment of the utility model and combine accompanying drawing, the technical solution of the utility model is made further
Description, but this utility model is not limited to these embodiments.
As shown in figure 1, this is used for the soil sampler of geological mapping, including stack shell 1, the sharp mouth 2 in ground is inserted in the bottom setting of stack shell 1,
Stack shell 1 is separated into several isometric chambers from the bottom to top, arranges dividing plate, the side of stack shell 1 is along longitudinally between adjacent chamber
Open up strip breach, strip breach connects each chamber, strip breach arranges sliding door group, sliding door group includes two symmetrically
The push-pull bar 3 of setting, the long edge in both sides of strip breach arranges guide groove, and push-pull bar 3 arranges longitudinal slide rail, and longitudinal slide rail is embedding
Enter to be formed in guide groove and be slidably connected, sliding door group also includes some shutter door, and some shutter door are longitudinal between two push-pull bars 3
Arrange, some shutter door are formed with some chambers and correspond setting, shutter door includes superposed flexible soft curtain 4 and is located at
The grid of steel bars 5 of bottom, the top of soft curtain 4 both sides of stretching is fixed on the top of corresponding chamber along upper, two side sockets of the soft curtain 4 that stretches
Push-pull bar 3 is formed and is flexibly connected, two sides of grid of steel bars 5 are fixed on push-pull bar 3, between the top of two push-pull bars 3
Setting push and pull bar 6.
This is used in the soil sampler of geological mapping, and each chamber is all in communication with the outside by a part for strip breach, right
The shutter door answered is arranged on the appropriate section of strip breach.Originally the sampling process for the soil sampler of geological mapping is：Taking
Before sample, first push-pull bar 3 is pushed to bottom, so that each chamber is all closed by each shutter door；By stack shell 1 inserting by bottom
The sharp mouth 2 in ground is inserted perpendicularly in soil, until it reaches keep stack shell 1 stable during desired depth；Then hold push and pull bar 6 to carry upwards
Rise, so that push-pull bar 3 drives moving on grid of steel bars 5, shrinking the soft curtain 4 that stretches simultaneously, realizing each shutter door and open simultaneously, corresponding deep
The soil sample of degree enters the within the chamber of correspondence position；Then hold push and pull bar 6 and be pushed into bottom downwards, so that push-pull bar 3 drives steel
Batten 5 moves down, and in grid of steel bars 5 folding process by the soil body separately, is easy to separate soil body closing chamber using hardness, launches simultaneously
Stretch soft curtain 4, realizes each shutter door and is closed at；Finally proposed overall for stack shell 1 by soil, once obtain different deep
The soil sample of degree is simultaneously separated.
Two sides of soft curtain 4 of stretching are bent to form half arc socket, and half arc socket is socketed in push-pull bar 3 periphery, and both it
Between there is free gap；Longitudinal slide rail on push-pull bar 3 is stretched out by half arc breach of half arc socket.Push-pull bar 3 is thus facilitated to exist
Pulling motion is done in half arc socket.
Inserting the sharp mouth 2 in ground is in four pyramid bodies, and four pyramid bodies have metal shell, have closing chamber, closing chamber in metal shell
The some metal ball of middle filling, the volume of some metal ball is less than the 80% of closing chamber volume.
The sharp mouth 2 in slotting ground arranging four pyramid bodies is conducive to making it be easily inserted in soil, and the deformability of metal shell is just
In slotting ground, sharp mouth 2 adapts to for stress in soil.Insert in the sharp mouth 2 in ground and fill a large amount of metal ball, on the one hand pass through to increase weight
Amount in order to enter exerts a force, and on the other hand unfilled metal ball and its scattered state, can realize change of shape to metal shell
Effective support, with reach adapt to underground environment while reliable support force is provided.
The cross section of stack shell 1 is rectangle or oval.The flat-shaped structure of stack shell 1 is inserted perpendicularly in soil beneficial to it.
The periphery of stack shell 1 also sets up spider, and spider has three Retractive legs, and the bottom of Retractive leg has locating tip
Foot, setting folding roller in positioning spur.Adjust the levels operation corresponding on uneven ground by Retractive leg, rolled by folding
Wheel is realized walking and is adjusted, and inserts soil by positioning spur and realizes firm fixation.
The middle part of spider has collar, and collar wears Positioning screw, and collar is formed with Positioning screw and threadeds.Make
Used time, collar is socketed on outside stack shell 1, and is connected by screwing Positioning screw and stack shell 1 formation clamping；Thus to help
Keep stable through the stack shell 1 in insertion soil, facilitate next step to carry out pull sampling operation.
Push and pull bar 6 includes metal bar, and metal bar is socketed rubber sleeve, and groove is held in setting on rubber sleeve.
The soil sampler that this is used for geological mapping is longitudinally separated into multiple cavity volumes along cylinder, and carries out slide guide using push-pull bar 3
Action, coordinates the door body that can bounce back and launch, thus makes same once-through operation, can synchronously obtain multiple soil samples of different depth, and
Realize separation between soil sample to avoid mutually obscuring moreover it is possible to improve work efficiency, save the working time, further with synchronization
Sampling, obtains same position, under same state, the research parameter of soil body different depth, and beneficial to carrying out comparative study, also effectively carry
Rise detection precision.
Specific embodiment described herein is only explanation for example to this utility model spirit.This utility model institute
Belong to those skilled in the art described specific embodiment can be made with various modifications or supplement or using similar
Mode substitute, but without departing from of the present utility model spirit or surmount scope defined in appended claims.
Although more employing stack shell 1 herein；Insert the sharp mouth 2 in ground；Push-pull bar 3；Stretch soft curtain 4；Grid of steel bars 5；Push-and-pull handle
Handss 6 grade term, but it is not precluded from the probability using other terms.Using these terms be used for the purpose of more easily description and
Explain essence of the present utility model；Being construed as any additional restriction is all to disagree with this utility model spirit
's.
Claims (7)
1. a kind of soil sampler for geological mapping, including stack shell, the sharp mouth in ground is inserted in the bottom setting of described stack shell, and its feature exists
In described stack shell is separated into several isometric chambers from the bottom to top, arranges dividing plate, described stack shell between adjacent described chamber
Side along longitudinally opening up strip breach, described strip breach connects each above-mentioned chamber, and described strip breach arranges push-and-pull
Door group, described sliding door group includes two symmetrically arranged push-pull bars, and the long edge in both sides of described strip breach arranges guide groove,
Longitudinal slide rail is arranged on described push-pull bar, described longitudinal slide rail embeds to be formed in described guide groove and is slidably connected, described sliding door group
Also include some shutter door, some described shutter door longitudinal arrangement between two push-pull bars, some described shutter door with some
Described chamber forms and corresponds setting, and described shutter door includes the superposed grid of steel bars stretching soft curtain and being located at bottom,
The described top stretching soft curtain both sides is fixed on the top of corresponding chamber along upper, described two sides stretching soft curtain be socketed in described in push away
Formed on pull bar and be flexibly connected, two sides of described grid of steel bars are fixed on described push-pull bar, the top of two described push-pull bars
Between arrange push and pull bar.
2. the soil sampler for geological mapping according to claim 1 it is characterised in that described stretch soft curtain two sides
It is bent to form half arc socket, described half arc socket is socketed in described push-pull bar periphery, and there is free gap between the two；Described
Longitudinal slide rail on push-pull bar is stretched out by half arc breach of described half arc socket.
3. the soil sampler for geological mapping according to claim 1 is it is characterised in that the sharp mouth in described slotting ground is in four pyramid
Body, described four pyramid bodies have metal shell, have closing chamber in described metal shell, fill some metals in described closing chamber
Ball, the volume of some described metal ball is less than the 80% of described closing chamber volume.
4. the soil sampler for geological mapping according to claim 1 is it is characterised in that the cross section of described stack shell is in length
Square or oval.
5. the soil sampler for geological mapping according to claim 1 is it is characterised in that the periphery of described stack shell also sets up
Spider, described spider has three Retractive legs, and the bottom of described Retractive leg has positioning spur, sets in described positioning spur
Put folding roller.
6. the soil sampler for geological mapping according to claim 5 is it is characterised in that the middle part of described spider has
Collar, described collar wears Positioning screw, and described collar is formed with Positioning screw threadeds.
7. the soil sampler for geological mapping according to claim 1 is it is characterised in that described push and pull bar includes metal
Cross bar, described metal bar is socketed rubber sleeve, and groove is held in setting on described rubber sleeve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620984408.1U CN205941058U (en) | 2016-08-29 | 2016-08-29 | Soil sampler for geological survey |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620984408.1U CN205941058U (en) | 2016-08-29 | 2016-08-29 | Soil sampler for geological survey |
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| Publication Number | Publication Date |
|---|---|
| CN205941058U true CN205941058U (en) | 2017-02-08 |
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ID=57955270
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620984408.1U Active CN205941058U (en) | 2016-08-29 | 2016-08-29 | Soil sampler for geological survey |
Country Status (1)
| Country | Link |
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| CN (1) | CN205941058U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109238768A (en) * | 2018-08-24 | 2019-01-18 | 北京中联环建设工程管理有限公司 | A kind of sampling system of project supervision |
| CN111024440A (en) * | 2020-03-11 | 2020-04-17 | 广东电网有限责任公司东莞供电局 | Soil layer surveying device and method |
-
2016
- 2016-08-29 CN CN201620984408.1U patent/CN205941058U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109238768A (en) * | 2018-08-24 | 2019-01-18 | 北京中联环建设工程管理有限公司 | A kind of sampling system of project supervision |
| CN109238768B (en) * | 2018-08-24 | 2020-10-27 | 北京中联环建设工程管理有限公司 | Engineering supervision sampling system |
| CN111024440A (en) * | 2020-03-11 | 2020-04-17 | 广东电网有限责任公司东莞供电局 | Soil layer surveying device and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | "change of name, title or address" |
Address after: 313000 No. 581 Fenghuang Road, Huzhou City, Zhejiang Province Patentee after: Nuclear industry Huzhou Engineering Survey Institute Co., Ltd Address before: Zhu Lu in Zhejiang province Huzhou city 313000 ring No. 666 Building 1 third layers and sixth layers Patentee before: NUCLEAR INDUSTRY HUZHOU ENGINEERING INVESTIGATION INSTITUTE |
|
| CP03 | "change of name, title or address" | ||
| CP01 | Change in the name or title of a patent holder |
Address after: No. 581, Fenghuang Road, Huzhou City, Zhejiang Province, 313000 Patentee after: Nuclear industry Huzhou survey, planning, design and Research Institute Co.,Ltd. Address before: No. 581, Fenghuang Road, Huzhou City, Zhejiang Province, 313000 Patentee before: Nuclear industry Huzhou Engineering Survey Institute Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder |