CN112697497A - Loop bar type in-situ lateral soil sampling device - Google Patents

Loop bar type in-situ lateral soil sampling device Download PDF

Info

Publication number
CN112697497A
CN112697497A CN202011400403.7A CN202011400403A CN112697497A CN 112697497 A CN112697497 A CN 112697497A CN 202011400403 A CN202011400403 A CN 202011400403A CN 112697497 A CN112697497 A CN 112697497A
Authority
CN
China
Prior art keywords
sampler
sleeve
outer sleeve
soil
loop bar
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
CN202011400403.7A
Other languages
Chinese (zh)
Inventor
周霜林
李铮
肖军
张明金
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.)
Zunyi Normal University
Original Assignee
Zunyi Normal University
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 Zunyi Normal University filed Critical Zunyi Normal University
Priority to CN202011400403.7A priority Critical patent/CN112697497A/en
Publication of CN112697497A publication Critical patent/CN112697497A/en
Pending legal-status Critical Current

Links

Images

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)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

The invention discloses a loop bar type in-situ lateral soil sampling device which comprises a sleeve sleeved on a drill rod during drilling, wherein the sleeve comprises an inner sleeve and an outer sleeve which are concentrically arranged, the inner sleeve is sleeved on the drill rod, an annular air bag is arranged between the outer wall of the inner sleeve and the outer sleeve and provided with an air nozzle, a plurality of first through holes are formed in the wall of the outer sleeve, a sampler is arranged in each first through hole and is T-shaped, the front end of the sampler penetrates through the first through holes and extends out of the outer sleeve, and a sampling port is formed in the front end of the sampler. Compared with the prior art, the invention is used in cooperation with the dynamic sounding, and has simple and reliable structure, convenient application and low cost; taking out a soil sample in the hole, and visually identifying the category of the soil; with the increase of the number of the samplers, thin soil and lenticle soil samples in the geological environment are not easy to be omitted; the accuracy of dividing the soil layer interface is greatly improved.

Description

Loop bar type in-situ lateral soil sampling device
Technical Field
The invention relates to the technical field of geotechnical engineering, in particular to a loop bar type in-situ lateral soil sampling device.
Background
The dynamic penetration test has low cost, high drilling speed and simple and reliable operation, and is widely applied in the field of geotechnical engineering investigation. The working principle of the method is that the soil layer type and the interface are judged according to the hammering number of a certain drilling depth (such as 10cm or 30 cm). However, this determination method inevitably has several main problems:
1. because the 'advance-lag' effect occurs on the soil layer interface, the soil layer interface division may be inaccurate;
2. because dynamic sounding does not take soil samples, soil layer type judgment may be wrong;
3. thin layers of soil and lenticles in geological environments may be missed.
Disclosure of Invention
The invention aims to solve the defects in the prior art and provide a loop bar type in-situ lateral soil sampling device which can perform lateral intensive sampling along the depth direction of a hole wall so as to visually observe a soil sample and solve the problems of wrong soil discrimination, inaccurate soil layer boundary, omission of thin soil layers and lenticles and the like in conventional dynamic penetration.
In order to achieve the purpose, the invention is implemented according to the following technical scheme:
the utility model provides a loop bar formula normal position side direction device of fetching earth, is including being used for the sleeve on the drilling rod is arranged in to the cover when drilling, and the sleeve is including concentric inner skleeve and the outer sleeve that sets up, and the inner skleeve is used for the cover to put on the drilling rod, be equipped with cyclic annular gasbag between the outer wall of inner skleeve and the outer sleeve, cyclic annular gasbag is equipped with the air cock, a plurality of first through-holes have been seted up on the section of thick bamboo wall of outer sleeve, every be equipped with the sampler in the first through-hole, the sampler is the T type, and outside the front end of sampler runs through.
Further, be fixed with spacing section of thick bamboo along the radial of outer sleeve in every first through-hole, the length of spacing section of thick bamboo is less than the length of the front end of sampler, the front end of sampler runs through first through-hole again after running through spacing section of thick bamboo and extends to outside the outer sleeve, and the cover is equipped with the spring on the sampler, the one end of spring and the rear end fixed connection of sampler, the other end and the spacing rear end fixed connection of section of thick bamboo of spring.
Further, both ends on the sleeve are provided with a top plate and a bottom plate which are used for plugging the annular cavity between the inner sleeve and the outer wall as well as the outer sleeve, and second through holes with the same inner diameter as the inner sleeve are formed in the centers of the top plate and the bottom plate.
Furthermore, the air cock sets up to a plurality ofly, the air cock runs through roof up end after-fixing on the roof.
The working process and principle of the invention are as follows:
before the dynamic sounding process is carried out, the invention is sleeved on a drill rod. When the dynamic penetration test drills to a certain depth, the annular air bag is inflated to expand the annular air bag, the expansion of the annular air bag gives a radial thrust to the sampler to push the sampler to extend outwards, the spring is compressed at the moment, and the front end of the sampler is inserted into the lateral hole wall; when the annular air bag is deflated, the compressed spring is recovered to drive the sampler to retract, and at the moment, the sampler is filled with a soil sample, so that one-time soil sample collection work is completed.
Compared with the prior art, the invention has the following beneficial effects:
1. the device is matched with a dynamic sounding device for use, and has simple and reliable structure, convenient application and low cost;
2. taking out a soil sample in the hole, and visually identifying the category of the soil;
3. with the increase of the number of the samplers, thin soil and lenticle soil samples in the geological environment are not easy to be omitted;
4. the accuracy of dividing the soil layer interface is greatly improved.
Drawings
FIG. 1 is a schematic structural view of the annular bladder of the present invention in an uninflated state.
Fig. 2 is a structural diagram illustrating an inflated state of the annular airbag according to the present invention.
Fig. 3 is a cross-sectional view of fig. 1.
Fig. 4 is a cross-sectional view of fig. 2.
Fig. 5 is a schematic structural view of the top plate of the present invention.
Fig. 6 is a schematic structural diagram of the bottom plate of the present invention.
In the figure: 1. an inner sleeve; 2. a limiting cylinder; 3. an annular air bag; 4. a sampler; 5. a top plate; 6. a base plate; 7. a spring; 8. an air tap; 9. an outer sleeve.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail with reference to the following embodiments. The specific embodiments described herein are merely illustrative of the invention and do not limit the invention.
As shown in fig. 1-5, the present embodiment provides a loop bar type in-situ lateral soil sampling device, which includes a sleeve for sleeving a drill rod during drilling, the sleeve includes an inner sleeve 1 and an outer sleeve 9 that are concentrically arranged, the inner sleeve 1 is used for sleeving the drill rod, an annular air bag 3 is disposed between an outer wall of the inner sleeve 1 and the outer sleeve 9, the annular air bag 3 is provided with an air nozzle 8, a plurality of first through holes (not shown in the figure) are formed in a wall of the outer sleeve 9, a sampler 4 is disposed in each first through hole, the sampler 4 is T-shaped, a front end of the sampler 4 penetrates through the first through hole and extends out of the outer sleeve 9, and a sampling port is formed at a front end of the sampler 4.
In this embodiment, in order to make sampler 4 only can radially move forward and backward along outer sleeve 9, be fixed with spacing section of thick bamboo 2 along the radial of outer sleeve 9 in every first through-hole, the length of spacing section of thick bamboo 2 is less than the length of the front end of sampler 4, the front end of sampler 4 runs through first through-hole again and extends outside outer sleeve 9 after running through spacing section of thick bamboo 2, the cover is equipped with spring 7 on the sampler 4, the one end of spring 7 and the rear end fixed connection of sampler 4, the other end of spring 7 and spacing section of thick bamboo 2 rear end fixed connection. When the annular air bag 3 is not inflated, the front end of the sampler 4 is positioned in the outer sleeve 9, so that the drilling process of the whole sleeve sleeved on a drill rod is not influenced, and when the annular air bag 3 is inflated, the sampler 4 is pushed to move outwards along the limiting cylinder 2; the spring 7 is arranged to allow the sampler 4 to be retracted into the outer sleeve 9 after the annular balloon 3 is then deflated.
In the practical use process, in order to prevent soil or slurry in the drilled hole from entering the annular cavity between the outer wall of the inner sleeve 1 and the outer sleeve 9, a top plate 5 and a bottom plate 6 for plugging the annular cavity between the outer wall of the inner sleeve 1 and the outer sleeve 9 are arranged at two ends of the sleeve, and a second through hole (not shown in the figure) with the same inner diameter as that of the inner sleeve 1 is formed in the centers of the top plate 2 and the bottom plate 6.
In addition, in order to inflate or deflate annular gasbag 3 fast, air cock 8 sets up to a plurality ofly, air cock 8 runs through roof 5 up end after-fixing on roof 5, and air cock 8 sets up the operation of also being convenient for on roof 5.
When the sleeve rod type in-situ lateral soil sampling device is used for sampling soil, the inner sleeve 1 is sleeved on a drill rod, when a dynamic penetration test drills to a certain depth, the annular air bag 3 is inflated to expand the annular air bag 3, the annular air bag 3 expands to provide a radial thrust for the shape sampler 4, the sampler 4 is pushed to extend outwards, the spring 7 is compressed at the moment, and the front end of the sampler 4 is inserted into a lateral hole wall; when the annular air bag 3 is deflated, the compressed spring 7 is recovered to drive the sampler 4 to retract, and at the moment, the sampler 4 is filled with a soil sample, so that one-time soil sample collection work is completed.
The technical solution of the present invention is not limited to the limitations of the above specific embodiments, and all technical modifications made according to the technical solution of the present invention fall within the protection scope of the present invention.

Claims (4)

1. The utility model provides a loop bar normal position side direction geotome, includes the sleeve that is used for the cover to place on the drilling rod when drilling, its characterized in that: the sleeve is including inner skleeve (1) and outer sleeve (9) that set up with one heart, and inner skleeve (1) are used for the cover to put on the drilling rod, be equipped with annular gasbag (3) between the outer wall of inner skleeve (1) and outer sleeve (9), annular gasbag (3) are equipped with air cock (8), a plurality of first through-holes have been seted up on the section of thick bamboo wall of outer sleeve (9), every be equipped with sampler (4) in the first through-hole, sampler (4) are the T type, and outside the front end of sampler (4) run through first through-hole and extend to outer sleeve (9), the sample connection had been seted up to the front end of sampler (.
2. The loop bar type in-situ lateral soil sampling device according to claim 1, wherein: be fixed with spacing section of thick bamboo (2) along the radial of outer sleeve (9) in every first through-hole, the length of spacing section of thick bamboo (2) is less than the length of the front end of sampler (4), the front end of sampler (4) runs through first through-hole again and extends to outside outer sleeve (9) after running through spacing section of thick bamboo (2), and the cover is equipped with spring (7) on sampler (4), the one end of spring (7) and the rear end fixed connection of sampler (4), the other end and the rear end fixed connection of spacing section of thick bamboo (2) of spring (7).
3. The loop bar type in-situ lateral soil sampling device according to claim 1, wherein: the two ends of the sleeve are provided with a top plate (5) and a bottom plate (6) which are used for plugging an annular cavity between the outer wall of the inner sleeve (1) and the outer sleeve (9), and the centers of the top plate (5) and the bottom plate (6) are provided with second through holes with the same inner diameter as that of the inner sleeve (1).
4. The loop bar type in-situ lateral soil sampling device according to claim 3, wherein: air cock (8) set up to a plurality of, air cock (8) are fixed on roof (5) after running through roof (5) up end.
CN202011400403.7A 2020-12-03 2020-12-03 Loop bar type in-situ lateral soil sampling device Pending CN112697497A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202011400403.7A CN112697497A (en) 2020-12-03 2020-12-03 Loop bar type in-situ lateral soil sampling device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202011400403.7A CN112697497A (en) 2020-12-03 2020-12-03 Loop bar type in-situ lateral soil sampling device

Publications (1)

Publication Number Publication Date
CN112697497A true CN112697497A (en) 2021-04-23

Family

ID=75506133

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202011400403.7A Pending CN112697497A (en) 2020-12-03 2020-12-03 Loop bar type in-situ lateral soil sampling device

Country Status (1)

Country Link
CN (1) CN112697497A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116163723A (en) * 2023-04-17 2023-05-26 北京中联勘工程技术有限责任公司 Geological survey probing soil sampling device

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3914248B1 (en) * 2006-03-10 2007-05-16 株式会社キンキ地質センター Soil sampler using gas flow and sampling method
CN107882552A (en) * 2017-10-31 2018-04-06 成都起能起重设备技术服务有限公司 A kind of new collection tube
CN207318137U (en) * 2017-09-04 2018-05-04 四川省国环环境工程咨询有限公司 A kind of stratified soil harvester
CN209783948U (en) * 2019-03-22 2019-12-13 河南省水利勘测有限公司 automatic sampling device for soil remediation
CN209961511U (en) * 2019-03-06 2020-01-17 葛胜伟 Soil sampling device for geological exploration
CN210603988U (en) * 2019-08-27 2020-05-22 四川盈乾建设工程有限公司 Novel sampling device for outdoor soil collection application
CN211626990U (en) * 2019-12-02 2020-10-02 中交(天津)生态环保设计研究院有限公司 Visual gasbag sampler of uncovered formula bamboo joint type
CN211652154U (en) * 2020-02-29 2020-10-09 信息产业部电子综合勘察研究院 Layered sampling device for rock-soil construction
CN111929099A (en) * 2020-09-11 2020-11-13 时科环境技术(上海)有限公司 Soil restoration sampler for layered sampling of soil

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3914248B1 (en) * 2006-03-10 2007-05-16 株式会社キンキ地質センター Soil sampler using gas flow and sampling method
CN207318137U (en) * 2017-09-04 2018-05-04 四川省国环环境工程咨询有限公司 A kind of stratified soil harvester
CN107882552A (en) * 2017-10-31 2018-04-06 成都起能起重设备技术服务有限公司 A kind of new collection tube
CN209961511U (en) * 2019-03-06 2020-01-17 葛胜伟 Soil sampling device for geological exploration
CN209783948U (en) * 2019-03-22 2019-12-13 河南省水利勘测有限公司 automatic sampling device for soil remediation
CN210603988U (en) * 2019-08-27 2020-05-22 四川盈乾建设工程有限公司 Novel sampling device for outdoor soil collection application
CN211626990U (en) * 2019-12-02 2020-10-02 中交(天津)生态环保设计研究院有限公司 Visual gasbag sampler of uncovered formula bamboo joint type
CN211652154U (en) * 2020-02-29 2020-10-09 信息产业部电子综合勘察研究院 Layered sampling device for rock-soil construction
CN111929099A (en) * 2020-09-11 2020-11-13 时科环境技术(上海)有限公司 Soil restoration sampler for layered sampling of soil

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116163723A (en) * 2023-04-17 2023-05-26 北京中联勘工程技术有限责任公司 Geological survey probing soil sampling device

Similar Documents

Publication Publication Date Title
CN106677701B (en) A kind of Engineering Geologic Drilling Practice method based on cord coring drill
CN108414128B (en) Device and method for monitoring soil loading pressure of excavation face of model shield tunneling machine
CN112697497A (en) Loop bar type in-situ lateral soil sampling device
CN213274953U (en) Ground detects uses portable sampling device
CN206477794U (en) A kind of boring drill bit of fault belt Rock And Soil
CN109778824A (en) A kind of weak soil Sampling driller of end card formula
CN110984878A (en) Rope coring drilling device for urban deep-buried tunnel exploration hole
NL2028422B1 (en) Sleeve rod type in-situ lateral soil sampling device
CN116291394A (en) Shallow well soil layer stepped geothermal temperature measurement drilling device
CN215927324U (en) Horizontal well pumping soluble bridge plug and perforation combined construction process detection device
CN209722928U (en) A kind of weak soil Sampling driller of end card formula
CN215931148U (en) Coal mine underground coal seam gas pressure detection device
CN212454399U (en) Sleeve type ground stress test matching positioning and ranging device
CN105863629B (en) A kind of geology sampling apparatus
CN210548307U (en) Central swivel joint transverse drilling clamp based on deep hole positioning
CN106437699A (en) Shallow soil sampler drill bit and soil-sampling method thereof
CN113107478A (en) Shallow fluid sampling device and sampling method
CN107313722B (en) Drill rod bottom test equipment state control system and method
CN207470177U (en) A kind of geotechnical stratified sampler
CN112554782B (en) Method for carrying out sectional isolation of water pressing, pressure measuring and water pumping drilling
CN217900691U (en) Hydraulic ring geological crack measuring device
CN215178880U (en) Shallow fluid sampling device
CN114370248B (en) Weak broken rock mass tunnel pore wall stabilising arrangement and surrounding rock looseness circle detection device
CN109870325A (en) A kind of Rock And Soil original position fidelity sample preparation device and method
CN221095073U (en) Static cone penetration probe with cross plate shearing

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
WD01 Invention patent application deemed withdrawn after publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20210423