CN211317791U - Sediment sampling device for ocean engineering - Google Patents
Sediment sampling device for ocean engineering Download PDFInfo
- Publication number
- CN211317791U CN211317791U CN201921559421.2U CN201921559421U CN211317791U CN 211317791 U CN211317791 U CN 211317791U CN 201921559421 U CN201921559421 U CN 201921559421U CN 211317791 U CN211317791 U CN 211317791U
- Authority
- CN
- China
- Prior art keywords
- hole
- base plate
- ocean engineering
- fixedly connected
- sampling device
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Earth Drilling (AREA)
Abstract
The utility model discloses a silt sampling device for ocean engineering, which comprises a base plate, wherein the left side and the right side of the top of the base plate are both vertically and fixedly connected with supporting rods, a top plate is welded between the upper parts of the two supporting rods, a threaded hole is vertically formed in the middle of the top plate, and a threaded lead screw is screwed in a vertical downward thread in the threaded hole; the lower end part of the threaded screw rod is fixedly connected with a spiral drill bit, and a round hole is vertically formed in the middle of the base plate. The utility model discloses owing to at the equal vertical sampling through hole of having seted up of auger bit and screw lead screw inner chamber, when the sampling through hole descends, pour into the compaction at the sampling through hole with the silt of every degree of depth in proper order.
Description
Technical Field
The utility model relates to an ocean engineering technical field specifically is a silt sampling device for ocean engineering.
Background
At present, the silt sampling tube is the finder who commonly uses in the ocean engineering, and silt sampling device ware body commonly used is a drum, then operating personnel uses the shovel to survey the sand on the sandy beach of seaside, and although this kind of sampling mode is more swift, can not keep each layer of silt of taking a sample to the degree of depth of a meter in sandy beach, and the later stage is not convenient for confirm silt quality.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a silt sampling device for ocean engineering has solved the problem that proposes in the background art.
In order to achieve the above object, the utility model provides a following technical scheme: a silt sampling device for ocean engineering comprises a base plate, wherein the left side and the right side of the top of the base plate are vertically and fixedly connected with supporting rods, a top plate is welded between the upper parts of the two supporting rods, a threaded hole is vertically formed in the middle of the top plate, and a threaded screw rod is screwed in the threaded hole in a vertically downward threaded manner;
the lower end part of the threaded screw rod is fixedly connected with a spiral drill bit, a round hole is vertically formed in the middle of the base plate, the upper part and the lower part of the right side of the supporting rod on the right side of the top of the base plate are fixedly connected with steel rings, and steel rods are movably inserted in the two vertically aligned steel rings; and sampling through holes are vertically formed in the inner cavities of the spiral drill bit and the threaded screw rod.
As a preferred embodiment of the present invention, the diameter of the circular hole is larger than the maximum cross-sectional diameter of the auger bit.
As a preferred embodiment of the present invention, the upper portion of the right side of the threaded screw is fixedly connected with a crank.
As a preferred embodiment of the present invention, the upper end of the steel rod is fixedly connected with a handle.
As a preferred embodiment of the present invention, the length of the steel rod is equal to the length of the sampling through hole.
Compared with the prior art, the beneficial effects of the utility model are as follows:
the utility model discloses owing to at auger bit and the equal vertical sample through-hole of having seted up of screw lead screw inner chamber, when the sample through-hole descends, pour into the compaction in the sample through-hole with the silt of every degree of depth in proper order.
Drawings
Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments with reference to the following drawings:
fig. 1 is a schematic view of the overall structure of the silt sampling device for ocean engineering of the utility model;
fig. 2 is a schematic diagram of the distribution profile structure of the sampling through holes of the sand sampling device for ocean engineering in the auger bit and the threaded screw rod;
fig. 3 is the utility model discloses ocean engineering is with silt sampling device's steel ring overlook schematic structure.
In the figure: the device comprises a base plate 1, a round hole 2, a spiral drill bit 3, a support rod 4, a top plate 5, a threaded screw rod 6, a crank 7, a handle 8, a steel rod 9, a steel ring 10, a threaded hole 11 and a sampling through hole 12.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.
Referring to fig. 1-3, the present invention provides a technical solution: a silt sampling device for ocean engineering comprises a base plate 1, wherein the left side and the right side of the top of the base plate 1 are vertically and fixedly connected with supporting rods 4, a top plate 5 is welded between the upper parts of the two supporting rods 4, a threaded hole 11 is vertically formed in the middle of the top plate 5, a threaded screw rod 6 is vertically screwed downwards in the threaded hole 11, and the screwing mode of the threaded screw rod 6 and the threaded hole 1 is similar to the mode of a bolt and a nut, so that the silt sampling device for ocean engineering is a known technology in the prior art and is not repeated;
the lower end part of the threaded screw rod 6 is fixedly connected with a spiral drill bit 3, a round hole 2 is vertically formed in the middle of the base plate 1, the upper part and the lower part of the right side of the supporting rod 4 positioned on the right side of the top of the base plate 1 are fixedly connected with steel rings 10, the steel rods 9 can be collected by the steel rings 10, and the steel rods 9 are movably inserted in the two vertically aligned steel rings 10; the screw drill 3 and the threaded screw 6 have inner cavities which are all vertical and provided with sampling through holes 12, and when the sampling through holes 12 descend, silt with each depth is sequentially poured into and compacted in the sampling through holes 12.
In this embodiment, the diameter of the circular hole 2 is larger than the maximum cross-sectional diameter of the auger bit 3, so as to ensure that the auger bit 3 descends from the circular hole 2.
In this embodiment, the upper portion of the right side of the threaded screw rod 6 is fixedly connected with the crank 7, and the rotation of the crank 7 drives the threaded screw rod 6 to rotate and descend from the threaded hole 11.
In this embodiment, the handle 8 is fixedly connected to the upper end of the steel rod 9, and the handle 8 is used to pull out the steel rod 9 from the steel ring 10.
In this embodiment, the length of steel pole 9 equals with sampling through hole 12's length, guarantees that later stage uses steel pole 9 to peg graft and extrudees out its inside silt in sampling through hole 12.
When a silt sampling device for ocean engineering used, need explain, the utility model relates to a silt sampling device for ocean engineering, including base plate 1, round hole 2, auger bit 3, branch 4, roof 5, screw lead screw 6, crank 7, handle 8, steel pole 9, steel ring 10, screw hole 11, sample through-hole 12, the part is the general standard or the part that technical staff in the field knows, and its structure and principle all are that this technical staff all can learn through the technical manual or learn through conventional experimental method.
During the use, place the device at the sampling point, base plate 1 is stepped on to both feet, then rotatory crank 7, drive screw lead screw 6 and descend in 11 internal rotations of screw hole of roof 5, then spiral bit 3 descends from 1 round hole 2 of base plate, bore into the silt layer, along with in spiral bit 3 continuous brill income silt, pour into the silt of every degree of depth in proper order and compress in sample through hole 12, when later stage need be discharged silt, discharge silt in proper order in sample through hole 12 with steel pole 9.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above, it will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (5)
1. The utility model provides a silt sampling device for ocean engineering, includes base plate (1), its characterized in that: the left side and the right side of the top of the base plate (1) are both vertically and fixedly connected with supporting rods (4), a top plate (5) is welded between the upper parts of the two supporting rods (4), a threaded hole (11) is vertically formed in the middle of the top plate (5), and a threaded screw rod (6) is screwed in the threaded hole (11) vertically and downwards in a threaded manner;
the lower end part of the threaded screw rod (6) is fixedly connected with a spiral drill bit (3), a round hole (2) is vertically formed in the middle of the base plate (1), steel rings (10) are fixedly connected to the upper part and the lower part of the right side of the supporting rod (4) on the right side of the top of the base plate (1), and steel rods (9) are movably inserted in the two vertically aligned steel rings (10); sampling through holes (12) are vertically formed in inner cavities of the spiral drill bit (3) and the threaded screw rod (6).
2. The sediment sampling device for ocean engineering of claim 1, which is characterized in that: the aperture of the round hole (2) is larger than the maximum section diameter of the spiral drill bit (3).
3. The sediment sampling device for ocean engineering of claim 1, which is characterized in that: and the upper part of the right side of the threaded screw rod (6) is fixedly connected with a crank (7).
4. The sediment sampling device for ocean engineering of claim 1, which is characterized in that: the upper end part of the steel rod (9) is fixedly connected with a handle (8).
5. The sediment sampling device for ocean engineering of claim 1, which is characterized in that: the length of the steel rod (9) is equal to that of the sampling through hole (12).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921559421.2U CN211317791U (en) | 2019-09-19 | 2019-09-19 | Sediment sampling device for ocean engineering |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921559421.2U CN211317791U (en) | 2019-09-19 | 2019-09-19 | Sediment sampling device for ocean engineering |
Publications (1)
Publication Number | Publication Date |
---|---|
CN211317791U true CN211317791U (en) | 2020-08-21 |
Family
ID=72052867
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201921559421.2U Expired - Fee Related CN211317791U (en) | 2019-09-19 | 2019-09-19 | Sediment sampling device for ocean engineering |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN211317791U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113624537A (en) * | 2021-07-14 | 2021-11-09 | 王梦秦 | Silt sampling device for ocean engineering of spiral wedge mechanism |
-
2019
- 2019-09-19 CN CN201921559421.2U patent/CN211317791U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113624537A (en) * | 2021-07-14 | 2021-11-09 | 王梦秦 | Silt sampling device for ocean engineering of spiral wedge mechanism |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108677910B (en) | Engineering is supervised and is detected native device with road bed compactness | |
CN211317791U (en) | Sediment sampling device for ocean engineering | |
CN201358457Y (en) | Piling device of dry soil-withdrawing pre-stressed reinforced concrete cylinder pile | |
CN110779760B (en) | Sediment stratified sampling device | |
CN208937363U (en) | A kind of shallow-layer bed mud stratified sampler | |
CN210917378U (en) | Extruding-expanding cast-in-place pile equipment | |
CN113882420A (en) | Foundation engineering composite pile and pile foundation construction method | |
CN2837383Y (en) | Ground anchor | |
CN209243711U (en) | A kind of compacted thread major diameter cylinder stake and its pile-forming apparatus | |
CN217930886U (en) | Hydrogeology sampling device | |
CN217174729U (en) | Bored concrete pile structure for water conservancy bridge | |
CN106400832B (en) | A kind of construction method of environment-friendly type assembled grouting behind shaft or drift lining steel cylinder pile foundation | |
CN108914928A (en) | A kind of compacted thread major diameter cylinder stake, pile-forming apparatus and its construction method | |
CN212294643U (en) | Improved ground engineering anchor structure convenient to fix | |
RU26233U1 (en) | SCREW PILES | |
CN108252297B (en) | A kind of anchor thorn bored concrete pile and its construction method | |
CN206419056U (en) | A kind of suspension roof support structure with anchor sleeve | |
CN220953575U (en) | Stone detection device for bored concrete pile construction | |
CN220550547U (en) | Anti-floating anchor rod variable-diameter reinforcement cage device | |
CN220893845U (en) | Novel underground water sample of drilling is taken device | |
CN206289624U (en) | A kind of Novel herring bone shape stake | |
CN216194678U (en) | Bored pile muscle cage fixed knot constructs | |
CN212410123U (en) | Undisturbed soil column sampler for check dam | |
CN212254669U (en) | Drilling bored concrete pile is with device that fetches earth | |
CN221612396U (en) | Electric cutting ring sampling device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200821 Termination date: 20210919 |
|
CF01 | Termination of patent right due to non-payment of annual fee |