CN106872209A - A kind of shallow-layer sediment columnar sampler - Google Patents

A kind of shallow-layer sediment columnar sampler Download PDF

Info

Publication number
CN106872209A
CN106872209A CN201710157701.XA CN201710157701A CN106872209A CN 106872209 A CN106872209 A CN 106872209A CN 201710157701 A CN201710157701 A CN 201710157701A CN 106872209 A CN106872209 A CN 106872209A
Authority
CN
China
Prior art keywords
inner sleeve
outer tube
breach
shallow
handle
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.)
Pending
Application number
CN201710157701.XA
Other languages
Chinese (zh)
Inventor
钱奎梅
桑瑞
徐德兰
季鑫
钱琳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Xuzhou University of Technology
Original Assignee
Xuzhou University of Technology
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Xuzhou University of Technology filed Critical Xuzhou University of Technology
Priority to CN201710157701.XA priority Critical patent/CN106872209A/en
Publication of CN106872209A publication Critical patent/CN106872209A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N1/00Sampling; Preparing specimens for investigation
    • G01N1/02Devices for withdrawing samples
    • G01N1/04Devices for withdrawing samples in the solid state, e.g. by cutting
    • G01N1/08Devices for withdrawing samples in the solid state, e.g. by cutting involving an extracting tool, e.g. core bit

Landscapes

  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Sampling And Sample Adjustment (AREA)

Abstract

A kind of shallow-layer sediment columnar sampler, including handle, sampling apparatus and locking device, handle are from top to bottom T-shaped handle (1) and connection handle (2), and the two is connected by connecting parts I (3);Sampling apparatus includes outer tube (6) and inner sleeve (7);Inner sleeve (7) bottom is provided with inner sleeve breach (15), the upper end of inner sleeve (7) and the lower end of connection handle (2) are connected by connecting parts II (9), are provided with female groove on the outer wall of connecting parts II (9);Outer tube (6) bottom chamfers to form drill bit (5), and middle part is provided with outer tube breach (12), and top has determines bolt track (11);The one end for determining bolt (8) is affixed with groove afterwards through bolt track (11) is determined;Locking device is the hinge (13) being connected with outer tube (6).The sampler can be maximally maintained the integrality of the cylindrical sample of the shallow-layer bed mud of original state, can effectively reduce analytical error.

Description

A kind of shallow-layer sediment columnar sampler
Technical field
The present invention relates to a kind of sampler, and in particular to a kind of shallow-layer sediment columnar sampler.
Background technology
Bed mud is the mixture of clay, silt, organic matter and various mineral by long-time physics, chemistry and biology etc. Effect and water body are transmitted and are deposited on water bottom formation, because bed mud can cause the endogenous of water body to water body release pollutant Pollution, thus the important channel of collection and analysis as improvement water pollution to Sediments.
The sampling of bed mud, it is desirable to which it keeps the integrality of bed mud sample, authenticity to greatest extent.According to sampling principle, Gripping-type sampler can be divided into and the major class of formula sampler two is drilled through, gripping-type sampler does not consider that bed mud is longitudinally cutd open in design The feature in face, destroys the integrality of bed mud sample longitudinal profile to a certain extent;Formula sampler is drilled through by artificial outer Power or hydrostatic pressure are acted on sampler, bed mud is entered into sampler from the thief hatch of sampler, the bottom gathered with it Mud sample is column, and researcher can be layered by bed mud, comprehensively to understand the essential characteristic of bed mud, but commonly use at present The formula sampler of drilling through mostly mono-layer tube, immediately must take out mud sample from probe tube after every sub-sampling, be carried out again after cleaning next Sample sampling work, and mud sample, due to losing the styling of probe tube, research ground is being returned to from sample point from after probe tube taking-up That puts is susceptible in transit fracture, and its integrality is destroyed.
The content of the invention
For the problem that above-mentioned prior art is present, the present invention provides a kind of shallow-layer sediment columnar sampler, its operation letter Easily, the integrality of the cylindrical sample of the shallow-layer bed mud of original state can be maximally maintained, analytical error can be effectively reduced.
To achieve these goals, the present invention provides a kind of shallow-layer sediment columnar sampler, including handle, sampling apparatus and Locking device, also including determining bolt,
Described handle is from top to bottom T-shaped handle and connection handle, and the two is connected by connecting parts I;
Described sampling apparatus includes outer tube and inner sleeve, and inner sleeve is placed in the inside of outer tube;
Inner sleeve breach is provided with the side wall of described inner sleeve bottom, the upper end of inner sleeve and the lower end of connection handle lead to Connecting parts II connections are crossed, is provided with female groove on the outer wall of described connecting parts II;
Described outer sleeve bottom is chamfer to form drill bit, and outer tube breach is provided with the side wall at middle part, and top correspondence is described Crosscutting arc length of the arc length not less than outer tube breach determined bolt track, determine bolt track for forming a bar shaped in the position of groove; Overcoat tube outer surface above drill bit tangent plane is arranged with a pair of banking stops;Described outer tube breach has folded with inner sleeve breach Conjunction portion;
Described one end for determining bolt is connected in the groove through determining bolt track rear thread;
Described locking device is the upward hinge of closing direction, and described hinge is located at the upper of outer sleeve bottom angular cut Side, its transverse axis is vertical with overcoat tube wall and is fixedly connected on overcoat tube wall inner side.
The present invention is used cooperatively by by inner sleeve and outer tube, realizes the technique effect of bimetallic tube sampling, specifically Inner sleeve is connected by connecting parts with handle, and is opened up on the outer wall of connecting parts with female groove, for it is fixed Bolt coordinates, and inner sleeve is placed in inside outer tube, and one is laterally cut out on the outer tube of the height and position corresponding to groove Bolt track is determined in bar shaped, and cooperation is tightened in the one end for determining bolt through this track and with groove, and rotating T-handle can be by determining spiral shell Bolt drive inner sleeve rotary motion on bolt track is determined, the setting of banking stop can be prevented when T-shaped handle is rotated, outer tube meeting As inner sleeve is rotated.When banking stop is vertically inserted in bed mud, its rotation of spacing outer tube of energy in mud is spent, so that not only Only operation can be just sampled by rotating T-handle, and can reduce the destruction in sampling process to bed mud, help to adopt The accuracy of sample.Open up jagged on inner sleeve and outer tube, and the two breach have overlapping portion, and overlapping shape is kept during sampling State, can guarantee that the balance of each side power in underwater sampling pipe, can keep the pressure everywhere of the mud sample entered by outer tube bottom Balance, it is so not only small to the perturbation of bed mud during sampling to ensureing, and also ensure the structure of each layer of taken mud sample It is difficult to be destroyed, taken mud sample accuracy can be ensured, inner sleeve and the optimal state of outer tube is that inner sleeve breach is complete Included in outer sleeve pipe breach, before sampling operation, inner sleeve breach and outer tube breach is farthest overlapped, revolved Enter to determine bolt, the length of handle is selected according to water depth and sampling depth, install, be in internal and external casing and be relatively fixed State, water body is vertically slowly inserted into by sampler, after reaching sampling depth, rotates T-shaped handle, and bolt track is determined on inner sleeve edge Rotation, when rotating to the track other end, inner sleeve breach avoids outer tube breach completely, and mud sample self-assembling formation column will sample Device is left the water, and is screwed off and is determined bolt, and the inner sleeve that will be equipped with mud sample takes out, and when carrying out next place's sampling, changes new inner sleeve , small to bed mud disturbance during this sampler samples, the inner sleeve that mud sample can be will be filled with after the completion of sampling directly takes out, from sampling Point takes study site to, and inner sleeve is always maintained at the sizing to mud sample in transportation, has been maximally maintained the shallow of original state The integrality of the cylindrical sample of layer bed mud, effectively reduces analytical error, for the collection and analysis of Sediments provide behaviour Make simple, practical, accurate device.
Further, in order that more laborsaving during sampling, the tangent plane of drill bit and sampling insert angle between face for 45 °~ 70°。
Further, accurately sampled in order to be able to pair set the shallow-layer bed mud of depth, meanwhile, also for can be easy to determine water Length scales are equipped with depth and sampling depth, T-shaped handle and connection handle.
Further, for the ease of the order up and down of differentiation sample, inner sleeve is provided with sampling level identities.
Further, for the ease of inner sleeve during rotation can the successfully pillared mud sample of shape, outer tube lacks Mouth and inner sleeve breach are 120 ° of cambered surface.When outer tube breach and inner sleeve breach are 120 ° of cambered surface, inner sleeve The mud sample rotary-cut that only needing to turn over the angle slightly larger than 120 ° will can be taken goes out a sample body for column.Meanwhile, outer tube When breach and inner sleeve breach are 120 ° of cambered surface, pressure that can be during effectively balanced sample is crossed kind has power-assisted to lift sampling Precision.
Further, in order to ensure that bed mud is into that can have larger stroke during sampling during inner sleeve, the inner sleeve is scarce The height of mouth accounts for the 1/3 of inner sleeve height.So, depositing because of inner sleeve tube wall is avoided that when mud sample is up in stroke in this section And to the effect of the radial compression of the generation of mud sample, and then the destruction because of extruding to mud spline structure may be avoided that.
Further, described hinge is ellipse.
Further, in order to can be more laborsaving in sampling process, the outer tube be the PVC that external diameter is tapered into from top to bottom Pipe, the inner sleeve is the external diameter PVC pipes for tapering into synchronous with the outer tube from top to bottom, outer tube and inner sleeve Its outer wall and the angular range of vertical direction are 0.5 °~1.5 ° when pipe is placed vertically.
Simple structure of the present invention, easy to carry, with low cost, operation is simple, and sampling is practical, accurate, easily promotes, during sampling It is small to bed mud disturbance, can be sampled using set point and the cylindrical sample of the complete shallow-layer bed mud for maintaining the original state for setting depth Product analysis time error is small, so as to contribute to the accurate research to bed mud property;The present invention can be additionally used in other shallow-water deposit thing posts The collection of shape sample.
Brief description of the drawings
Fig. 1 is external view of the invention;
Fig. 2 is the half sectional view of the invention shown in Fig. 1;
Fig. 3 be in Fig. 1 A-A to sectional view;
Fig. 4 is B-B direction sectional view in Fig. 1;
Fig. 5 be in Fig. 1 C-C to sectional view.
In figure:1st, T-shaped handle, 2, connection handle, 3, connecting parts I, 4, length scales, 5, drill bit, 6, outer tube, 7, inner sleeve Pipe, 8, determine bolt, 9, connecting parts II, 10, sample level identities, 11, determine bolt track, 12, outer tube breach, 13, hinge, 14th, banking stop, 15, inner sleeve breach.
Specific embodiment
The invention will be further described below in conjunction with the accompanying drawings.
As shown in Fig. 1 to 5, a kind of shallow-layer sediment columnar sampler, including handle, sampling apparatus and locking device, also wrap Include and determine bolt 8, described handle is from top to bottom T-shaped handle 1 and connection handle 2, and the two is connected by connecting parts I3;
Described sampling apparatus includes outer tube 6 and inner sleeve 7, and inner sleeve 7 is placed in the inside of outer tube 6;The He of outer tube 6 Inner sleeve 7 can be made of reusable PVC material;
Inner sleeve breach 15, upper end and the connection handle 2 of inner sleeve 7 are provided with the side wall of the described bottom of inner sleeve 7 Lower end is connected by connecting parts II9, is provided with female groove on the outer wall of described connecting parts II9;Handle 2, plug into Part I3 and connecting parts II9 can be made of stainless steel material.Connecting parts I3 and connecting parts II9 can be with internal thread Sleeve pipe.
The described bottom of outer tube 6 is chamfer to form drill bit 5, and outer tube breach 12, top correspondence are provided with the side wall at middle part The position of the groove is crosscutting form a bar shaped determine bolt track 11, determine the arc length of bolt track 11 not less than outer tube breach 12 arc length;Described outer tube breach 12 has overlapping portion with inner sleeve breach 15;Rotated for the ease of T-handle 1, and prevented Outer tube 6 is rotated with inner sleeve 7, and it is the spacing of PVC that a pair of materials are symmetrical arranged on the outer surface of outer tube 6 above tangent plane Piece 14.Banking stop 14 is parallel with the slotting face of sampling, and it can be square, and can be made up of PVC material.When banking stop 14 is perpendicular During in insertion bed mud, its rotation of spacing outer tube 6 of energy in mud is spent, so that can not only only by rotating T-handle 1 with regard to energy It is sampled operation, and the destruction in sampling process to bed mud can be reduced, contributes to the accuracy of sampling.
Described one end for determining bolt 8 is connected in the groove through determining the rear thread of bolt track 11;
Determine bolt 8 and be slidably matched to realize driving the relative outer tube 6 of inner sleeve 7 carry out certain angle with bolt track 11 is determined Rotation, determining the arc length of bolt track 11 can meet when determining bolt 8 and rotating wherein, and inner sleeve breach 15 can be by inner sleeve 7 The state overlapped with outer tube breach 12 turns to the state of non-overlapping.The internal diameter phase of the external diameter of inner sleeve 7 and outer tube 6 Match somebody with somebody, so, determine in the drive rotation process of inner sleeve 7 of bolt 8, the side wall away from inner sleeve breach 15 of inner sleeve 7 can be made The position of outer tube breach 12 is turned to, by outer tube breach 12 to closing.
Described locking device is the upward hinge 13 of closing direction, and described hinge 13 chamfers positioned at the bottom of outer tube 6 The top of mouth, its transverse axis is vertical with the tube wall of outer tube 6 and is fixedly connected on the tube wall of outer tube 6 inner side.Hinge 13 reaches and closes upwards During summit during conjunction, the lower end with inner sleeve 7 connects just, and when sampler is downwardly into, hinge 13 is closed upwards, outward Sampling passway of the sleeve pipe 6 at hinge 13 is opened, and when sampler is proposed upwards, enters into the mud sample of the top of hinge 13 Downward pressure can be produced to hinge 13, and then hinge 13 is opened the closed upper part of outer tube 6 downwards.
Drill bit 5 is smoothly in insertion bed mud during for the ease of sampling, angle between the tangent plane of drill bit 5 and slotting face for 45 °~ 70 °, preferably 60 °, be can guarantee that at 60 ° it is most laborsaving during sampling, especially in the place that bed mud is harder, can be more convenient for sampling when Smooth insertion;
As depicted in figs. 1 and 2, accurately sampled in order to be able to pair set the shallow-layer bed mud of depth, meanwhile, also for can be easy to Determine the depth of water and sampling depth, length scales 4 are equipped with T-shaped handle 1 and connection handle 2.
For the ease of distinguishing the order up and down of sample, as shown in Fig. 2 being provided with sampling level identities on inner sleeve 7 10.Sampling level identities 10 can be font ID, such as " on " or D score, or protrusion be arranged on the inwall of inner sleeve 7 Raised line or recess, when for raised line or recess, it can form depressed area or protuberance on acquired mud sample, so as to Mud sample remains to easily be recognized by sampler after taking-up.
It is to ensure each side pressure balance in pipe in sampling, and beneficial to the resistance reduced during collector is pushed, outward Sleeve pipe breach 12 and inner sleeve breach 15 are cut to the cambered surface for 120 °, when outer tube breach 12 and inner sleeve breach 15 are During 120 ° of cambered surface, the mud sample rotary-cut that inner sleeve 7 only needs to turn over the angle slightly larger than 120 ° and will can be taken goes out a post The sample body of shape, it is because 240 ° of the side relative with inner sleeve breach 15 of cambered surface is with the presence of tube wall, i.e., first in sampling During the beginning, the tube wall of the cambered surface of 240 ° of this part of inner sleeve 7 has formd 240 ° of cambered surfaces of column mud sample, as long as inner sleeve 7 120 ° were rotated, the rotary-cut to remaining 120 ° of cambered surfaces of column mud sample can be completed, so as to form a complete column Mud sample.Meanwhile, when outer tube breach 12 and inner sleeve breach 15 are 120 ° of cambered surface, effectively can cross in kind balanced sample Pressure, can farthest ensure the precision of sampling, moreover it is possible to effectively reduce force intensity during sampling.Wherein inner sleeve breach 15 Upper end can be with the upper end of a little higher than outer tube breach 12, it is also possible to and outer tube breach 12 upper end flush;Inner sleeve lacks The lower end of mouth 15 can be slightly less than the lower end of outer tube breach 12, it is also possible to and the lower end flush of outer tube breach 12, such energy More preferable sealing effect is formed, can more effectively be ensured the integrality of mud sample and be not destroyed property.Outer tube 6 and inner sleeve 7 can Being the outer tube diameter PVC pipe consistent up and down with interior caliber.And in order to be able to more labour-saving is sampled, as another kind side The outer tube diameter of case, outer tube 6 and inner sleeve 7 can be tapered into from top to bottom, and the internal diameter of outer tube 6 and inner sleeve 7 can be with It is unanimous between the higher and lower levels, it is also possible to be tapered into from top to bottom with outer tube diameter is the same, so can also make the outward appearance of sampler integrally in stream Line style is more attractive in appearance.The outer tube 6 and inner sleeve 7 are PVC pipes, when outer tube 6 and inner sleeve 7 external diameter synchronously When tapering into from top to bottom, its outer wall and the angular range of vertical direction are 0.5 ° when outer tube 6 and inner sleeve 7 are placed vertically ~1.5 °, best angle is that its outer wall is 1 ° with the angle of vertical direction when outer tube 6 and inner sleeve 7 are placed vertically.In order to Bed mud accounts for the height of inner sleeve 7 into the height that can have larger stroke, inner sleeve breach 15 during inner sleeve when ensureing sampling 1/3.So, it is avoided that because the presence of inner sleeve tube wall may be to the generation of mud sample when mud sample is up in stroke in this section Radial compression is acted on, and then is avoided that the destruction because of extruding to mud spline structure.Hinge 13 is preferably ellipse.
When using, after connecting with inner sleeve 7 with reeded connecting parts II9 first, by the sampling level on inner sleeve 7 Mark 10, for example " on " mark guide inner sleeve 7 is placed in outer tube 6, inner sleeve breach 15 is superimposed on overcoat completely In pipe breach 12, and bolt 8 will be determined screwed in the groove connect on connecting parts II9 by the bolt track 11 determined above outer tube 6;
The length of handle is selected according to water depth and sampling depth, for example, every section of handle section is needed in this embodiment It is long one meter, with screw thread connecting parts I3 plug into T-shaped handle 1 be connected handle 2,2 meters of handles long of formation, then by this 2 meters long Handle is connected with connecting parts II9;
After installing, probe tube is vertically slowly inserted into water body by alignment set point, when drill bit 5 touches water and bed mud During interface, read reading a (depth of water) of the water surface on handle, continue downwards it is uniform firmly, when the water surface handle reading b and a it When difference is just for set depth, sampling depth is reached, bed mud washes hinge 13 open under the effect of the pressure, into sampler, and will be outer The lower space of sleeve pipe 6 and inner sleeve 7 is filled, and stops downwards firmly, rotating T-shaped handle 1, makes inner sleeve breach 15 fixed The drive lower edge of bolt 8 is determined bolt track 11 and turns to the other end for determining bolt track 11, and at this moment inner sleeve breach 15 is kept away completely Over sleeve pipe breach 12, now, mud sample in inner sleeve 7 forms column, T-shaped handle 1 is then moved repeatedly up and down, repeatedly 3-5 After secondary, sampler is lentamente carried upwards.During the entire process of probe tube inserts water body and bed mud, due to outer tube breach 12 with Inner sleeve breach 15 is coincided and whole handle, sampling pipe are communicated with air, thus the power of each side is in poised state in pipe, Most labour-saving state can be reached when so sampling, while also can farthest reduce the perturbation to bed mud, and then can be protected The accuracy of the mud sample to being taken is demonstrate,proved, the form and structure of taken mud sample will not be destroyed.
When sampler inserts water body and bed mud, hinge 13 is closed upwards, and passway is opened, and is carried upwards in sampler When going out, the Gravitative Loads of mud sample of the hinge 13 due to being entered and be under pressure, and hinge 13 is opened downwards and will be outer The bottom of sleeve pipe 6 blocks to form the effect of closing, the maximum rating that the hinge 13 is opened downwards for two hinges with outward The axial line of sleeve pipe 6 is perpendicular, that is, be in horizontality.
During sampling, probe tube entirety is first inclined, after after water discharge, screw off and determine bolt 8, and make it from bolt track 11 is determined Remove, the inner sleeve 7 that will be equipped with mud sample takes out from outer tube 6 and places, cleaning outer tube 6 simultaneously replaces with new inner sleeve 7, Continue to gather other set point samples.
After all samples take back laboratory, mud sample is taken out from inner sleeve breach 15, and can be needed sample according to research Layering, after sample is taken, can be recycled after inner sleeve 7 is cleaned up.

Claims (8)

1. a kind of shallow-layer sediment columnar sampler, including handle, sampling apparatus and locking device, it is characterised in that also including fixed Bolt (8),
Described handle is from top to bottom T-shaped handle (1) and connection handle (2), and the two is connected by connecting parts I (3);
Described sampling apparatus includes outer tube (6) and inner sleeve (7), and inner sleeve (7) is placed in the inside of outer tube (6);
Inner sleeve breach (15), the upper end of inner sleeve (7) and connection handle are provided with the side wall of described inner sleeve (7) bottom (2) lower end is connected by connecting parts II (9), is provided with female groove on the outer wall of described connecting parts II (9);
Described outer tube (6) bottom is chamfer to form drill bit (5), and outer tube breach (12), top pair are provided with the side wall at middle part Answer that the position of the groove is crosscutting to be formed a bar shaped and determine bolt track (11), determine the arc length of bolt track (11) not less than overcoat The arc length of pipe breach (12);Outer tube (6) outer surface above drill bit (5) tangent plane is arranged with a pair of banking stops (14);It is described Outer tube breach (12) and inner sleeve breach (15) have overlapping portion;
Described one end for determining bolt (8) is connected in the groove through determining bolt track (11) rear thread;
Described locking device is the upward hinge (13) of closing direction, and described hinge (13) is oblique positioned at outer tube (6) bottom The top of otch, its transverse axis is vertical with outer tube (6) tube wall and is fixedly connected on outer tube (6) tube wall inner side.
2. a kind of shallow-layer sediment columnar sampler according to claim 1, it is characterised in that the tangent plane of drill bit (5) with take The angle that sample inserts between face is 45 °~70 °.
3. a kind of shallow-layer sediment columnar sampler according to claim 1 and 2, it is characterised in that T-shaped handle (1) and even Length scales (4) are equipped with connecting handle (2).
4. a kind of shallow-layer sediment columnar sampler according to claim 3, it is characterised in that inner sleeve (7) is provided with and takes Sample level identities (10).
5. a kind of shallow-layer sediment columnar sampler according to claim 4, it is characterised in that outer tube breach (12) and interior Sleeve pipe breach (15) is 120 ° of cambered surface.
6. a kind of shallow-layer sediment columnar sampler according to claim 5, it is characterised in that the inner sleeve breach (15) Height account for the 1/3 of inner sleeve (7) height.
7. a kind of shallow-layer sediment columnar sampler according to claim 6, it is characterised in that described hinge (13) is ellipse It is circular.
8. a kind of shallow-layer sediment columnar sampler according to claim 7, it is characterised in that the outer tube (6) is outer The PVC pipes that footpath tapers into from top to bottom, the inner sleeve (7) is external diameter synchronous with the outer tube (6) from top to bottom Its outer wall is with the angular range of vertical direction when the PVC pipes for tapering into, outer tube (6) and inner sleeve (7) are placed vertically 0.5 °~1.5 °.
CN201710157701.XA 2017-03-16 2017-03-16 A kind of shallow-layer sediment columnar sampler Pending CN106872209A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710157701.XA CN106872209A (en) 2017-03-16 2017-03-16 A kind of shallow-layer sediment columnar sampler

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710157701.XA CN106872209A (en) 2017-03-16 2017-03-16 A kind of shallow-layer sediment columnar sampler

Publications (1)

Publication Number Publication Date
CN106872209A true CN106872209A (en) 2017-06-20

Family

ID=59172223

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710157701.XA Pending CN106872209A (en) 2017-03-16 2017-03-16 A kind of shallow-layer sediment columnar sampler

Country Status (1)

Country Link
CN (1) CN106872209A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109060414A (en) * 2018-09-30 2018-12-21 中国环境科学研究院 A kind of bed mud in river sampling apparatus
CN110907233A (en) * 2019-08-08 2020-03-24 青岛海洋地质研究所 Portable seabed normal position shallow surface layer deposit sampling device
CN116973511A (en) * 2023-07-25 2023-10-31 秦皇岛市政建材集团有限公司 Device and method for measuring filling degree of grouting material

Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN200974090Y (en) * 2006-11-17 2007-11-14 华南理工大学 Manual metal plate flanging machine
CN101653380A (en) * 2009-09-14 2010-02-24 北京航空航天大学 Stationary fixture for pelvis biomechanics experiment
CN201497660U (en) * 2009-08-06 2010-06-02 河海大学 Small perturbation layered substrate sludge in situ sampler
CN202531072U (en) * 2012-04-25 2012-11-14 西南石油大学 Visual hydraulic piling sampling device for deep-sea sampling
CN203101097U (en) * 2013-03-04 2013-07-31 江西省科学院生物资源研究所 Direct-pushing-type columnar soil sampler with scales
CN103308344A (en) * 2013-05-23 2013-09-18 北京师范大学 Lacustrine core sampling device for sediments in lakes with different depths
CN104062148A (en) * 2014-06-19 2014-09-24 浙江大学 Fixed area detachable bottom mud sampler and sampling method of fixed area detachable bottom mud sampler
CN204085925U (en) * 2014-06-20 2015-01-07 中国林业科学研究院林业新技术研究所 A kind of simple and easy column drowned flow artificial wet land matrix sampling thief
CN204106143U (en) * 2014-09-02 2015-01-21 温开群 Ultra-fine gynecological laparoscopy sleeve pipe
CN204694491U (en) * 2015-06-16 2015-10-07 石河子大学 Bentonic organism collector
CN105474832A (en) * 2015-12-17 2016-04-13 重庆东源农业开发有限公司 Punching device capable of adjusting hole length
CN205333355U (en) * 2016-01-12 2016-06-22 上海海洋大学 A sludge collector that is used for paddy field soil layering collection
CN105954058A (en) * 2016-05-13 2016-09-21 国投新疆罗布泊钾盐有限责任公司 Rotary type solid-liquid surface sediment sampling device and use method thereof
CN205785926U (en) * 2016-06-30 2016-12-07 珠江水利委员会珠江水利科学研究院 It is easy to take the shallow layer sediment sampler of mud
CN205881398U (en) * 2016-07-30 2017-01-11 景德镇陶瓷大学 Art design is with show board
CN106437700A (en) * 2016-12-23 2017-02-22 四川农业大学 Wetland swamp undisturbed-soil-sample collection device
CN206546267U (en) * 2017-03-16 2017-10-10 徐州工程学院 Shallow-layer sediment columnar sampler

Patent Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN200974090Y (en) * 2006-11-17 2007-11-14 华南理工大学 Manual metal plate flanging machine
CN201497660U (en) * 2009-08-06 2010-06-02 河海大学 Small perturbation layered substrate sludge in situ sampler
CN101653380A (en) * 2009-09-14 2010-02-24 北京航空航天大学 Stationary fixture for pelvis biomechanics experiment
CN202531072U (en) * 2012-04-25 2012-11-14 西南石油大学 Visual hydraulic piling sampling device for deep-sea sampling
CN203101097U (en) * 2013-03-04 2013-07-31 江西省科学院生物资源研究所 Direct-pushing-type columnar soil sampler with scales
CN103308344A (en) * 2013-05-23 2013-09-18 北京师范大学 Lacustrine core sampling device for sediments in lakes with different depths
CN104062148A (en) * 2014-06-19 2014-09-24 浙江大学 Fixed area detachable bottom mud sampler and sampling method of fixed area detachable bottom mud sampler
CN204085925U (en) * 2014-06-20 2015-01-07 中国林业科学研究院林业新技术研究所 A kind of simple and easy column drowned flow artificial wet land matrix sampling thief
CN204106143U (en) * 2014-09-02 2015-01-21 温开群 Ultra-fine gynecological laparoscopy sleeve pipe
CN204694491U (en) * 2015-06-16 2015-10-07 石河子大学 Bentonic organism collector
CN105474832A (en) * 2015-12-17 2016-04-13 重庆东源农业开发有限公司 Punching device capable of adjusting hole length
CN205333355U (en) * 2016-01-12 2016-06-22 上海海洋大学 A sludge collector that is used for paddy field soil layering collection
CN105954058A (en) * 2016-05-13 2016-09-21 国投新疆罗布泊钾盐有限责任公司 Rotary type solid-liquid surface sediment sampling device and use method thereof
CN205785926U (en) * 2016-06-30 2016-12-07 珠江水利委员会珠江水利科学研究院 It is easy to take the shallow layer sediment sampler of mud
CN205881398U (en) * 2016-07-30 2017-01-11 景德镇陶瓷大学 Art design is with show board
CN106437700A (en) * 2016-12-23 2017-02-22 四川农业大学 Wetland swamp undisturbed-soil-sample collection device
CN206546267U (en) * 2017-03-16 2017-10-10 徐州工程学院 Shallow-layer sediment columnar sampler

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109060414A (en) * 2018-09-30 2018-12-21 中国环境科学研究院 A kind of bed mud in river sampling apparatus
CN109060414B (en) * 2018-09-30 2021-05-04 中国环境科学研究院 River sediment sampling device
CN110907233A (en) * 2019-08-08 2020-03-24 青岛海洋地质研究所 Portable seabed normal position shallow surface layer deposit sampling device
CN110907233B (en) * 2019-08-08 2020-11-24 青岛海洋地质研究所 Portable seabed normal position shallow surface layer deposit sampling device
CN116973511A (en) * 2023-07-25 2023-10-31 秦皇岛市政建材集团有限公司 Device and method for measuring filling degree of grouting material
CN116973511B (en) * 2023-07-25 2024-05-03 秦皇岛市政建材集团有限公司 Device and method for measuring filling degree of grouting material

Similar Documents

Publication Publication Date Title
CN206546267U (en) Shallow-layer sediment columnar sampler
CN106872209A (en) A kind of shallow-layer sediment columnar sampler
CN102741504B (en) Analyze the method for subterranean strata release gas and in holing, discharge the equipment of gas
CN107806341A (en) A kind of coal mine deep hole fixed point closed sampling device and sampling method
CN101629876B (en) Pressed rotary vane sampler used for sludge yard and reclaimed yard and sampling method
CN102928252B (en) Double-layer cylinder walled type underwater sediment sampler
CN1614382A (en) Wet soil sampler
CN108627363A (en) A kind of spiral and directly push away the undisturbed soil sampling tool and method that drilling combines
CN208902444U (en) A kind of spiral and the undisturbed soil sampling tool for directly pushing away drilling and being combined
CN109630045A (en) The multi-functional full well section dynamic circulation experimental system for simulating of drilling well
CN102692340A (en) Multi-depth rotating-wheel closed sampler and method thereof
CN211697026U (en) Soil sampling device for civil engineering
CN104330280B (en) A kind of gear type soil sampling device and the method for sampling thereof
CN107238512A (en) Geology beach environment detects sampler
CN202886127U (en) Underwater sediment sampler with double-layer barrel walls
CN111238871A (en) Heavy metal soil stratified sampling device convenient to keep apart contrast
CN201438157U (en) Dissection type columnar sediment sampler for engineering sampling
CN208333936U (en) A kind of ground sampler
CN115824720A (en) Underground water sample collecting device and method for engineering geological exploration
CN206945403U (en) Drilling producing device for oil shale true triaxial hydraulic fracturing simulated experiment test block
CN201152898Y (en) Shallow layer core fetching tool for oil and seismic exploration
CN210603992U (en) Soil sampling device is used in map charting and geographic information engineering teaching
CN102926371B (en) In-situ suction-type soil sampling device for mud sand settling column test and using method thereof
CN106640064A (en) Rock sample extraction device and method for logging tool
CN202832330U (en) Sand mechanism and drilling tool

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
CB02 Change of applicant information

Address after: 221000 Jiangsu province Xuzhou Quanshan District No. 18 South 3rd Ring Rd University Science and Technology Park of Xuzhou Institute of Technology

Applicant after: XUZHOU University OF TECHNOLOGY

Address before: 221111 Lishui Road, Xuzhou New District, Jiangsu, No. 1

Applicant before: XUZHOU University OF TECHNOLOGY

CB02 Change of applicant information
CB02 Change of applicant information

Address after: 221000 Science and Technology Park of Xuzhou University of Engineering, No. 18 South Third Ring Road, Quanshan District, Xuzhou City, Jiangsu Province (Xuzhou 2.5 Industrial Park)

Applicant after: XUZHOU University OF TECHNOLOGY

Address before: 221000 University Science Park, Xuzhou Institute of Engineering, No. 18 South Third Ring Road, Quanshan District, Xuzhou City, Jiangsu Province

Applicant before: XUZHOU University OF TECHNOLOGY

CB02 Change of applicant information
RJ01 Rejection of invention patent application after publication

Application publication date: 20170620

RJ01 Rejection of invention patent application after publication