CN211317804U - Use soil sample to mark a jar device in geotechnical engineering reconnaissance - Google Patents
Use soil sample to mark a jar device in geotechnical engineering reconnaissance Download PDFInfo
- Publication number
- CN211317804U CN211317804U CN201922169238.8U CN201922169238U CN211317804U CN 211317804 U CN211317804 U CN 211317804U CN 201922169238 U CN201922169238 U CN 201922169238U CN 211317804 U CN211317804 U CN 211317804U
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- Prior art keywords
- main part
- soil
- fixedly connected
- soil sample
- geotechnical engineering
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- 239000002689 soil Substances 0.000 title claims abstract description 49
- 230000008878 coupling Effects 0.000 claims abstract description 6
- 238000010168 coupling process Methods 0.000 claims abstract description 6
- 238000005859 coupling reaction Methods 0.000 claims abstract description 6
- 238000009434 installation Methods 0.000 claims description 10
- 238000011835 investigation Methods 0.000 claims description 10
- 238000005527 soil sampling Methods 0.000 description 3
- 239000011435 rock Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000004807 localization Effects 0.000 description 1
- 238000005070 sampling Methods 0.000 description 1
- 210000003781 tooth socket Anatomy 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a jar device is markd with soil sample in geotechnical engineering reconnaissance, including marking a jar main part, the lower extreme of marking a jar main part is equipped with the mouth of fetching earth with outside intercommunication, and the lower extreme of marking a jar main part be equipped with get the baffle that the mouth matches the setting, and the baffle passes through first coupling mechanism and mark a jar main part and be connected, mark the first extension board that two symmetries of upside lateral wall fixedly connected with of jar main part set up, and the common cover in upper end of two first extension boards is equipped with the second extension board that the level set up, be equipped with power unit on the second extension board, and power unit passes through the second coupling mechanism and is connected with two first extension boards. The utility model discloses be convenient for carry out the fixed point sample to the soil of the different degree of depth, be convenient for carry out the soil sample.
Description
Technical Field
The utility model relates to a technical field is markd to the soil sample, especially relates to a jar device is markd with soil sample in geotechnical engineering reconnaissance.
Background
Geotechnical engineering is a new technical system established in civil engineering practice in the 60 s of the 20 th century in European and American countries, is a research object of the geotechnical engineering, is generally called civil engineering by solving engineering problems of rock mass and soil mass, including problems of foundation, slope, underground engineering and the like, is a part of civil engineering related to rock, soil, underground and water, is in a complete competition state along with the development and cross-regional operation obstacles of various engineering construction enterprises, is mainly realized by open bidding activities, has higher degree of market localization in the industry and lower market concentration, and needs to use a calibration tank for soil sample collection in geotechnical engineering investigation;
the existing calibration tank is inconvenient for fixed-point sampling of soil at different depths and soil sampling, and therefore the soil sample calibration tank device for geotechnical engineering investigation is provided to solve the problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problem existing in the prior art, and the tank device is markd with the soil sample in the geotechnical engineering investigation that proposes.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a can device is markd with soil sample in geotechnical engineering reconnaissance, is including maring a jar main part, the lower extreme of maring a jar main part is equipped with the mouth of fetching earth with outside intercommunication, and the lower extreme of maring a jar main part is equipped with the baffle that matches the setting with the mouth of fetching earth, and the baffle passes through first coupling mechanism and is connected with the mark jar main part, the first extension board that two symmetries of the upside lateral wall fixedly connected with of maring a jar main part set up, and the common cover in upper end of two first extension boards is equipped with the second extension board that the level set up, be equipped with power unit on the second extension board, and power unit passes through the second coupling mechanism.
Preferably, the first connecting mechanism comprises a vertically arranged connecting rod, the lower end of the connecting rod is fixedly connected with the baffle, the upper end of the calibration tank body is fixedly connected with the installation box, the upper end of the connecting rod sequentially penetrates through the side walls of the calibration tank body and the installation box, the inner wall of the installation box is fixedly connected with a driving motor, the output end of the driving motor is fixedly connected with a gear, and the side wall of the connecting rod is provided with a tooth groove which is meshed with the gear.
Preferably, the power mechanism comprises a telescopic cylinder, and the output end of the telescopic cylinder penetrates through the side wall of the second support plate and is fixedly connected with a horizontally arranged connecting plate.
Preferably, the second connecting mechanism includes two inserted bars that the symmetry set up, two the inserted bar is the level setting, and two inserted bars run through two first extension board settings respectively, the both sides of connecting plate all are equipped with the jack that matches the setting with the inserted bar, two equal sliding connection has the slip locking piece on the lateral wall of first extension board, and two slip locking pieces match the setting with two inserted bars respectively.
Preferably, the lower side wall of the baffle is fixedly connected with a conical block.
Preferably, two symmetrically arranged soil inserting rods are arranged on two sides of the second support plate, and each soil inserting rod penetrates through the second support plate.
The utility model discloses well beneficial effect as follows:
1. placing the calibration tank main body in a pre-dug foundation pit, inserting a plurality of soil inserting rods into soil to ensure the stability of the working state of the second support plate, opening a driving motor to drive a gear to rotate so as to drive a connecting rod to move in the vertical direction, thereby driving a baffle to move and opening a soil taking port, opening a telescopic cylinder for the second time to drive the calibration tank main body to move, and enabling the calibration tank main body moving to a soil taking position to move in the soil for taking soil;
2. the telescopic cylinder drives the connecting plate to move in the vertical direction, so that the calibration tank main body is driven to move in soil, and the inserted rod is matched with the sliding locking block to ensure the stability of the working state of the connecting plate.
Drawings
Fig. 1 is a schematic structural view of a soil sample calibration tank device for geotechnical engineering investigation provided by the utility model;
FIG. 2 is a schematic view of the structure at A in FIG. 1;
fig. 3 is a schematic structural diagram at B in fig. 1.
In the figure: the soil-inserting and soil-inserting device comprises a calibration tank body 1, a baffle 2, a first support plate 3, a second support plate 4, a connecting rod 5, an installation box 6, a driving motor 7, a gear 8, a telescopic cylinder 9, a connecting plate 10, an inserted rod 11, a sliding locking block 12, a conical block 13 and an inserted rod 14.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Referring to fig. 1-3, a soil sample calibration tank device for geotechnical engineering investigation comprises a calibration tank main body 1, the lower end of the calibration tank main body 1 is provided with a soil sampling port communicated with the outside, the lower end of the calibration tank main body 1 is provided with a baffle plate 2 matched with the soil sampling port, the baffle plate 2 is connected with the calibration tank main body 1 through a first connecting mechanism, the first connecting mechanism comprises a connecting rod 5 vertically arranged, the lower end of the connecting rod 5 is fixedly connected with the baffle plate 2, the upper end of the calibration tank main body 1 is fixedly connected with an installation box 6, the upper end of the connecting rod 5 is sequentially arranged through the side walls of the calibration tank main body 1 and the installation box 6, the inner wall of the installation box 6 is fixedly connected with a driving motor 7, the output end of the driving motor 7 is fixedly connected with a gear 8, the side wall of the connecting rod 5 is provided with a tooth socket meshed with the gear 8, the lower, two symmetrically-arranged soil inserting rods 14 are arranged on two sides of the second support plate 4, each soil inserting rod 14 penetrates through the second support plate 4, the calibration tank main body 1 is placed in a pre-dug foundation pit, a plurality of soil inserting rods 14 are inserted into soil, the stability of the working state of the second support plate 4 is guaranteed, the driving motor 7 is started to drive the gear 8 to rotate, the connecting rod 5 is further driven to move in the vertical direction, the baffle 2 is driven to move, the soil taking port is opened, the telescopic cylinder 9 is opened for the second time to drive the calibration tank main body 1 to move, and the calibration tank main body 1 moving to the soil taking position moves in the soil to take soil;
the upper side wall of the calibration tank main body 1 is fixedly connected with two first support plates 3 which are symmetrically arranged, the upper ends of the two first support plates 3 are commonly sleeved with a second support plate 4 which is horizontally arranged, the second support plate 4 is provided with a power mechanism, the power mechanism is connected with the two first support plates 3 through a second connecting mechanism, the power mechanism comprises a telescopic cylinder 9, the output end of the telescopic cylinder 9 penetrates through the side wall of the second support plate 4 and is fixedly connected with a connecting plate 10 which is horizontally arranged, the second connecting mechanism comprises two symmetrically arranged inserted rods 11, the two inserted rods 11 are horizontally arranged, the two inserted rods 11 respectively penetrate through the two first support plates 3, both sides of the connecting plate 10 are respectively provided with an inserting hole which is matched with the inserted rods 11, the side walls of the two first support plates 3 are respectively connected with a sliding locking block 12 in a sliding manner, and the two sliding locking blocks 12 are respectively matched with the two inserted rods 11, the telescopic cylinder 9 is opened to drive the connecting plate 10 to move in the vertical direction, so that the calibration tank main body 1 is driven to move in the soil, and the inserted rod 11 is matched with the sliding locking block 12 to ensure the stability of the working state of the connecting plate 10.
The utility model discloses in, to mark jar main part 1 place with in the excavation pit of digging in advance, insert soil in the soil with a plurality of soil insertion rod 14, guarantee the stability of 4 operating condition of second extension board, open telescopic cylinder 9 and drive connecting plate 10 and move in vertical direction, thereby it moves in soil to drive to mark jar main part 1, inserted bar 11 cooperates with slip locking piece 12, guarantee the stability of connecting plate 10 operating condition, it drives gear 8 and rotates to open driving motor 7, and then drive connecting rod 5 and move in vertical direction, thereby drive baffle 2 motion, make the mouth of fetching soil open, telescopic cylinder 9 is opened to the secondary and is driven and mark jar main part 1 motion, make the motion of demarcation jar main part 1 that moves to the position of fetching soil in soil.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (6)
1. The utility model provides a calibrate a jar device with soil sample in geotechnical engineering reconnaissance, is including maring jar main part (1), its characterized in that, the lower extreme of maring jar main part (1) is equipped with the mouth of fetching earth with outside intercommunication, and the lower extreme of maring jar main part (1) is equipped with baffle (2) that set up with the mouth matching of fetching earth, and baffle (2) are connected with mark jar main part (1) through first coupling mechanism, mark first extension board (3) that two symmetries of upside lateral wall fixedly connected with of jar main part (1) set up, and the upper end of two first extension boards (3) overlaps jointly and is equipped with second extension board (4) that the level set up, be equipped with power unit on second extension board (4), and power unit passes through the second coupling mechanism and is connected with two first extension boards (3).
2. The soil sample calibration tank device used in geotechnical engineering investigation of claim 1, wherein the first connecting mechanism comprises a vertically arranged connecting rod (5), the lower end of the connecting rod (5) is fixedly connected with the baffle (2), the upper end of the calibration tank main body (1) is fixedly connected with an installation box (6), the upper end of the connecting rod (5) sequentially penetrates through the side walls of the calibration tank main body (1) and the installation box (6), a driving motor (7) is fixedly connected to the inner wall of the installation box (6), a gear (8) is fixedly connected to the output end of the driving motor (7), and a tooth groove meshed with the gear (8) is formed in the side wall of the connecting rod (5).
3. The soil sample calibration tank device for geotechnical engineering investigation of claim 1, wherein said power mechanism comprises a telescopic cylinder (9), and the output end of the telescopic cylinder (9) penetrates through the side wall of the second support plate (4) and is fixedly connected with a horizontally arranged connecting plate (10).
4. The device for calibrating the tank by the soil sample in the geotechnical engineering investigation, according to claim 3, is characterized in that the second connecting mechanism comprises two symmetrically arranged inserting rods (11), both the inserting rods (11) are horizontally arranged, the two inserting rods (11) are respectively arranged through the two first supporting plates (3), both sides of the connecting plate (10) are respectively provided with a jack matched with the inserting rods (11), both side walls of the two first supporting plates (3) are respectively and slidably connected with a sliding locking block (12), and the two sliding locking blocks (12) are respectively arranged matched with the two inserting rods (11).
5. The soil sample calibration tank device for geotechnical engineering investigation of claim 1, wherein the baffle (2) is fixedly connected with a conical block (13) on the lower side wall.
6. The soil sample calibration tank device for geotechnical engineering investigation of claim 1, wherein two symmetrically arranged soil inserting rods (14) are arranged on two sides of the second support plate (4), and each soil inserting rod (14) penetrates through the second support plate (4).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201922169238.8U CN211317804U (en) | 2019-12-06 | 2019-12-06 | Use soil sample to mark a jar device in geotechnical engineering reconnaissance |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201922169238.8U CN211317804U (en) | 2019-12-06 | 2019-12-06 | Use soil sample to mark a jar device in geotechnical engineering reconnaissance |
Publications (1)
Publication Number | Publication Date |
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CN211317804U true CN211317804U (en) | 2020-08-21 |
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CN201922169238.8U Expired - Fee Related CN211317804U (en) | 2019-12-06 | 2019-12-06 | Use soil sample to mark a jar device in geotechnical engineering reconnaissance |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112284833A (en) * | 2020-11-06 | 2021-01-29 | 中国港湾工程有限责任公司 | Hand-held sand sampler |
-
2019
- 2019-12-06 CN CN201922169238.8U patent/CN211317804U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112284833A (en) * | 2020-11-06 | 2021-01-29 | 中国港湾工程有限责任公司 | Hand-held sand sampler |
CN112284833B (en) * | 2020-11-06 | 2024-02-09 | 中国港湾工程有限责任公司 | Hand-held sand sampler |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200821 |