CN2597979Y - Ring inserted fastening type soil sample tube - Google Patents
Ring inserted fastening type soil sample tube Download PDFInfo
- Publication number
- CN2597979Y CN2597979Y CNU032279175U CN03227917U CN2597979Y CN 2597979 Y CN2597979 Y CN 2597979Y CN U032279175 U CNU032279175 U CN U032279175U CN 03227917 U CN03227917 U CN 03227917U CN 2597979 Y CN2597979 Y CN 2597979Y
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- CN
- China
- Prior art keywords
- soil sample
- sample tube
- semi circle
- soil
- tube
- 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
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- Sampling And Sample Adjustment (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model relates to a thimble buckle up soil sample tube which comprises two semi circle tubes. The utility model is characterized in that: the semi circle tubes are provided with a plurality of semicircle grooves which is provided with certain space between. The two sides of the semi circle groove position on the two semi circle tubes opposite with teach other. Rings are arranged in the ring grooves that are formed by two semi circle tubes respectively. One side of the semi circle tube is provided with an agio while the other side is provided with grommet. The semi circle grooves of the two semi circle tubes are arranged at the middle part of the semi circle tubes. The inner diameter of the ring is the same as the radius of the inner wall of the semi circle tubes. The utility model has the advantages of: sending the soil directly into the ring in the soil sample tube during the process of preparing the soil sample and being used at any time needed to prevent the disturbance brought by the complex procedure to the soil sample when preparing the soil sample.
Description
Technical field
The utility model relates to a kind of soil sample tube, particularly a kind of capel buckle-type soil sample tube.
Background technology
When soil sample barrel is taked soil sample in the engineering geological drilling in soil layer, the soil sample tube is the special-purpose vessel that is used for splendid attire test soil sample, soil sample tube commonly used at present has two kinds, one is an external, it is made by stainless-steel tube or copper pipe, is placed on the bottom of soil sample barrel, soil sample tube lower end band cutting edge, the soil sample tube presses down with soil sample barrel, is pressed into soil layer soil sample is cut in the soil sample tube; Another kind is built-in, by one be rolled into tubular but not the galvanized iron sheet of weld seam make, be built in soil sample barrel middle part in the soil sample tube pillar of axially splitting, the lower end of soil sample tube pillar is screwed with the edge of a knife, be used for cutting soil layer soil sample is got into soil sample tube, but the common drawback of above-mentioned two kinds of soil sample tubes is easily soil sample to be produced disturbance when from the soil sample tube soil sample being taken out, when from external soil sample tube, taking out soil sample, need soil sample be released from stainless-steel tube or copper pipe with special-purpose bulldozing device, in this process, can produce disturbance soil sample; When from built-in soil sample tube, taking out sample, can be because when pushing iron sheet soil sample tube aside, through using the iron sheet meeting adhesion part soil sample of corrosion, cause the mottled damaged of soil sample, and the iron sheet tube that cracks does not have solid shape, also can cause disturbance to soil sample, the soil sample that above-mentioned in addition two kinds of soil sample tubes are got is when the laboratory preparation soil sample, then all can stand-byly on the worktable produce expansion owing to standing after soil sample is taken out, particularly weak soil more can descend to sit, crooked, cracking, moisture content loss etc. makes soil sample produce serious disturbance, then to soil sample a section pinch stripping and slicing, when using cutting ring (annulus) to be pressed into soil block one by one again to cut, then produce disturbance once more.Side is perpendicular stand-by and also need one by one behind the soil incision cutting ring, can produce again to stand the stand-by all disturbances that cause after above-mentioned soil sample is taken out the soil sample tube.
The utility model content
The purpose of this utility model is to solve two kinds of soil sample tubes commonly used at present in the prior art, one is an external, and it is made by stainless-steel tube or copper pipe, is placed on the bottom of soil sample barrel, soil sample tube lower end band cutting edge is cut soil layer wherein when the soil sample tube presses down soil sampling with soil sample barrel; Another kind is built-in, by one be rolled into tubular but not the galvanized iron sheet of weld seam make, be built in soil sample barrel middle part in the soil sample tube pillar of axially splitting, the lower end of soil sample tube pillar is connected to the edge of a knife, be used for soil layer is cut the soil sample tube, but the common drawback of above-mentioned two kinds of soil sample tubes is easily soil sample to be produced disturbance when from the soil sample tube soil sample being taken out, soil sampling need be released soil sample with special-purpose bulldozing device from stainless-steel tube or copper pipe from external soil sample tube, can produce disturbance to soil sample in this process; When from built-in, taking a sample, can be because when pushing iron sheet soil sample tube aside, iron sheet meeting adhesion part soil sample, cause the mottled damaged of soil sample, and the iron sheet tube that cracks does not have solid shape, also can cause disturbance to soil sample, the soil sample that above-mentioned in addition two kinds of soil sample tubes are got is when the laboratory preparation soil sample, then all can stand-byly on the worktable produce expansion owing to standing after soil sample is taken out, particularly weak soil more can descend to sit, crooked, cracking, moisture content loss etc. makes soil sample produce serious disturbance, then to soil sample a section pinch stripping and slicing, when using cutting ring (annulus) to be pressed into soil block one by one again to cut, produce disturbance once more, and need also behind the soil incision cutting ring one by one that side is perpendicular stand-by, then can produce above-mentioned soil sample again and take out the problem of standing the stand-by all disturbances that cause behind the soil sample tube.The utility model design capel buckle-type soil sample tube, comprise two semicircular cylinders, it is characterized in that: some semicircle grooves are arranged in the semicircular cylinder, semicircle groove has at interval each other, semicircle groove position on two semicircular cylinders is corresponding mutually, two several annular grooves that semicircular cylinder is harmonious and constitutes, and be equipped with annulus therein, on one side of semicircular cylinder discount is arranged, on another side buttonhole is arranged, semicircle groove on two semicircular cylinders is positioned at the middle part of semicircular cylinder, the inside radius of annulus is identical with the inwall radius of semicircular cylinder, forms the cylinder that inwall is isometrical, and annulus plays support heart fixation in the fastening of two semicircular cylinders, make the two semicircular cylinders as a whole cylinder that is fastened, and make the semicircular cylinder need not branch male and female semicircular cylinder and convenient the use.The utility model has the advantages that and when soil sample barrel fetches earth, directly soil sample to be taken into annulus, in testing laboratory, use with the opening, avoid the multiple working procedure in the preparation soil sample to bring disturbance, improved work efficiency simultaneously and saved the labour to soil sample.Annulus and two semicircular cylinders are integrated simultaneously, in the two end cap upper cover, stick strip of paper used for sealing, are convenient to seal up for safekeeping and transport.There is the soil sample that leaves in the annulus two sections tube in two semicircular cylinders then to can be used as the test of sundry item again, makes as many and use.In addition, capel buckle-type soil sample tube is formed by plastics, and is in light weight, inexpensive, easy to use, is convenient to promote.The groove that soil sample tube cylindrical upper and lower is provided with can be saved material, and another effect of lower recess is to be convenient to shake hands the soil sample tube is taken out from the soil sample barrel sample tube pillar that sheds the edge of a knife.The axial both sides of semicircular cylinder then keep certain width, and do not have groove, and when being buckled into a full circle with two semicircular cylinders of box lunch, its commissure is smooth, is used to paste strip of paper used for sealing, and cover lid is sealed up for safekeeping, as ready testing laboratory.Also be carved with to the upward arrow mark at soil sample tube cylindrical upper grooves place, with level, the conveniently use up and down of convenient affirmation soil sample.
Description of drawings
Below in conjunction with drawings and Examples the utility model is elaborated, accompanying drawing 1 is a structural representation of the present utility model, and accompanying drawing 2 is the AA cross-sectional view of Fig. 1 of the present utility model, and accompanying drawing 3 is the BB cross-sectional view of Fig. 1 of the present utility model,
Comprise two semicircular cylinders 1 among the embodiment figure, it is characterized in that: some semicircle grooves 2 are arranged in the semicircular cylinder 1, semicircle groove 2 has at interval each other, semicircle groove 2 positions on two semicircular cylinders 1 are corresponding mutually, two semicircular cylinders 1 are harmonious respectively has annulus 3 in several annular grooves 2 that constitute, on one side of semicircular cylinder 1 discount 4 is arranged, buttonhole 5 is arranged on another side, semicircle groove 2 on two semicircular cylinders 1 is positioned at the middle part of semicircular cylinder 1, the inside radius of annulus 3 is identical with the inwall radius of semicircular cylinder 1, during use the soil sample tube is opened, annulus 3 is put into half slot 2, then second half cylinder 1 is closed, the discount 4 and the buttonhole 5 of two avris fasten mutually, and by annulus at the interior do support heart, make two semicircular cylinder clips synthesize a full circle tube.The soil sample tube 1 of two semicircular cylinders and annulus composition is being put into soil sample barrel, and when soil sample barrel was pressed in the soil layer, the edge of a knife of soil sample barrel was cut soil in the soil sample tube, fetching earth finishes unloads the soil sample barrel edge of a knife, the soil sample tube is taken out from soil sample barrel, and two cover lid sticks strip of paper used for sealing and fortune testing laboratory.Open discount 4 and buttonhole 5 in testing laboratory, cut the gap of bending between the incision annulus with steel wire, take out annulus 2 and promptly can be used for test, the soil sample in the annulus two sections tube then can be used for the test of sundry item.
Claims (3)
1, capel buckle-type soil sample tube, comprise two semicircular cylinders, it is characterized in that: some semicircle grooves are arranged in the semicircular cylinder, semicircle groove has at interval each other, both sides, semicircle groove position on two semicircular cylinders are corresponding, and two semicircular cylinders several annular grooves that constitute that are harmonious are built-in with annulus, on the side of semicircular cylinder discount are arranged, on another side buttonhole is arranged
2, by the described capel buckle-type of claim 1 soil sample tube, it is characterized in that: the semicircle groove on two semicircular cylinders is positioned at the middle part of semicircular cylinder,
3, by the described capel buckle-type of claim 1 soil sample tube, it is characterized in that: round bad inside radius is identical with the inwall radius of semicircular cylinder.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU032279175U CN2597979Y (en) | 2003-01-02 | 2003-01-02 | Ring inserted fastening type soil sample tube |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU032279175U CN2597979Y (en) | 2003-01-02 | 2003-01-02 | Ring inserted fastening type soil sample tube |
Publications (1)
Publication Number | Publication Date |
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CN2597979Y true CN2597979Y (en) | 2004-01-07 |
Family
ID=34164096
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CNU032279175U Expired - Fee Related CN2597979Y (en) | 2003-01-02 | 2003-01-02 | Ring inserted fastening type soil sample tube |
Country Status (1)
Country | Link |
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CN (1) | CN2597979Y (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1317548C (en) * | 2004-02-29 | 2007-05-23 | 中国海洋大学 | Soil sample prover tank device |
CN102645351A (en) * | 2012-04-23 | 2012-08-22 | 西安理工大学 | Mass undisturbed soil sampling method |
CN103335862A (en) * | 2013-07-11 | 2013-10-02 | 中国水利水电科学研究院 | Split type soil bulk density sampler |
CN103411811A (en) * | 2013-08-21 | 2013-11-27 | 中国科学院武汉岩土力学研究所 | Sample preparation device for ring shearing experiment of soil body under water-chemistry condition |
CN106950078A (en) * | 2017-05-27 | 2017-07-14 | 中国科学院海洋研究所 | Fluid pressure type takes the devices and methods therefor of original state clay |
CN111641166A (en) * | 2020-06-08 | 2020-09-08 | 广东电网有限责任公司 | Auxiliary mounting device for bolt component of power transmission line |
-
2003
- 2003-01-02 CN CNU032279175U patent/CN2597979Y/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1317548C (en) * | 2004-02-29 | 2007-05-23 | 中国海洋大学 | Soil sample prover tank device |
CN102645351A (en) * | 2012-04-23 | 2012-08-22 | 西安理工大学 | Mass undisturbed soil sampling method |
CN102645351B (en) * | 2012-04-23 | 2014-04-23 | 西安理工大学 | Mass undisturbed soil sampling method |
CN103335862A (en) * | 2013-07-11 | 2013-10-02 | 中国水利水电科学研究院 | Split type soil bulk density sampler |
CN103411811A (en) * | 2013-08-21 | 2013-11-27 | 中国科学院武汉岩土力学研究所 | Sample preparation device for ring shearing experiment of soil body under water-chemistry condition |
CN106950078A (en) * | 2017-05-27 | 2017-07-14 | 中国科学院海洋研究所 | Fluid pressure type takes the devices and methods therefor of original state clay |
CN111641166A (en) * | 2020-06-08 | 2020-09-08 | 广东电网有限责任公司 | Auxiliary mounting device for bolt component of power transmission line |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |