CN105547780B - Soil body one-dimensional consolidation experimental rig and its test method - Google Patents

Soil body one-dimensional consolidation experimental rig and its test method Download PDF

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Publication number
CN105547780B
CN105547780B CN201511002058.0A CN201511002058A CN105547780B CN 105547780 B CN105547780 B CN 105547780B CN 201511002058 A CN201511002058 A CN 201511002058A CN 105547780 B CN105547780 B CN 105547780B
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China
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charge
soil body
hole
soil
experimental rig
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CN105547780A (en
Inventor
王鹏
孙宏磊
王军
腾凌飞
张丙钦
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Wenzhou University
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Wenzhou University
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N1/00Sampling; Preparing specimens for investigation
    • G01N1/28Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N1/00Sampling; Preparing specimens for investigation
    • G01N1/28Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q
    • G01N1/42Low-temperature sample treatment, e.g. cryofixation

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

Abstract

The invention discloses a kind of soil body one-dimensional consolidation experimental rigs, including the tube body and handle being fixed as one, tube body offers the air hole be connected with tube body inner hole on the side wall at handle, air hole is configured with blocking, tube body is constituted by more than two valves being in charge of body, be in charge of one end between body be hinged, the other end configured with can mutual snapping bayonet unit, described to divide tubular body with interlayer, interlayer is connect by pipe fitting with cooling device.Also disclose a kind of method that one-dimensional consolidation model analysis test is carried out using soil body one-dimensional consolidation experimental rig described in claim 1.Above-mentioned soil body one-dimensional consolidation experimental rig is smaller on influences such as the disturbances of the soil body during sampling, can more truely and accurately react the state of the soil body, be conducive to establish analysis model.

Description

Soil body one-dimensional consolidation experimental rig and its test method
Technical field
The present invention relates to a kind of soil body one-dimensional consolidation experimental rigs.It is one-dimensional solid using the above-mentioned soil body that the invention further relates to a kind of Tie the method that experimental rig carries out one-dimensional consolidation model analysis test.
Background technique
In the sampling of traditional soil body analysis test, be affected to the disturbance etc. of the soil body, the soil body after especially sampling without Method is really maintained at the state in soil, keeps the test errors such as the mechanical analysis of the soil body larger.
Summary of the invention
In view of the shortcomings of the background art, technical problem to be solved by the invention is to provide a kind of soil body one-dimensional consolidations Experimental rig, the soil body obtained using the device sample the original state that can more truely and accurately keep it in soil.This Invention further relates to a kind of method for carrying out one-dimensional consolidation model analysis test using above-mentioned soil body one-dimensional consolidation experimental rig.
The present invention adopts the following technical scheme that complete: soil body one-dimensional consolidation experimental rig, it is characterized in that: including solid The tube body and handle of fixed one, tube body offer the air hole be connected with tube body inner hole, air hole on the side wall at handle Configured with blocking, tube body is constituted by more than two valves being in charge of body, is in charge of that one end between body is hinged, the other end is configured with can be mutual The bayonet unit of snapping, described to divide tubular body with interlayer, interlayer is connect by pipe fitting with cooling device.
1. the present invention also provides carry out one-dimensional consolidation model analysis test using above-mentioned soil body one-dimensional consolidation experimental rig Method, comprising the following steps:
1) selection needs to do the soil body analyzed, snapping is complete and extract the soil body one-dimensional consolidation of air hole blocking and test dress It sets in the insertion soil body;
2) air hole is closed using blocking, opens cooling device and inject coolant liquid into interlayer, makes the soil body in tube body Cooling consolidation;
3) soil body one-dimensional consolidation experimental rig is entirely extracted again, opens bayonet unit and is separately in charge of body for freezing consolidation The soil body takes out, then carries out dissection by the different of depth;
4) mechanical test analysis is carried out to each section of soil body.
The soil body that above-mentioned soil body one-dimensional consolidation experimental rig can obtain sampling during sampling carries out cooling solid Knot processing, is easily deformed fragility after avoiding the sampling of the soil body, is unlikely to deform after the soil solidifying sampled, can be more true The state for accurately reacting the soil body, is conducive to establish analysis model.
Detailed description of the invention
The present invention has following attached drawing:
Fig. 1 is the schematic structural cross-sectional view for the soil body one-dimensional consolidation experimental rig that invention provides.
Fig. 2 is the structural plan schematic diagram of the soil body one-dimensional consolidation experimental rig in Fig. 1.
Fig. 3 is the enlarged diagram of the bayonet unit in Fig. 2.
Fig. 4 is the structural plan schematic diagram for being in charge of body of the soil body one-dimensional consolidation experimental rig in Fig. 1.
Specific embodiment
Attached drawing illustrates technical solution of the present invention and embodiment, further describes embodiment in conjunction with attached drawing below Each related details and its working principle.
Referring to Fig.1, shown in Fig. 2, Fig. 4, soil body one-dimensional consolidation experimental rig provided by the invention, including the pipe being fixed as one Body 1 and handle 2, tube body 1 offer the air hole 4 be connected with tube body inner hole 3 on the side wall at handle, and air hole 4 is opened When be conducive to the decompression of tube body inner hole 3, facilitate the soil body to enter tube body inner hole 3, air hole 4 is configured with blocking, tube body 1 by two valves more than Be in charge of body 13 composition, be in charge of one end between body 13 be hinged, the other end configured with can mutually snapping bayonet unit, described point Tubular body has interlayer 5, and interlayer 5 connect by pipe fitting with cooling device 6, the interlayer 5 pass through coolant inlet pipe part with Coolant output tube part connect to form circulation with cooling device.In the present embodiment, the body 13 of being in charge of shares two valves, and two are in charge of body The arc-shaped recess portion 14 and arc convex portion 15 being mutually matched, the end in the arc convex portion are respectively provided on 13 side end face With rubber strip 16.
Referring to Fig.1, shown in Fig. 2, Fig. 3, in order to make, the fractionation for being in charge of body 13 is more convenient, closes up and installs more stable, institute Stating bayonet unit includes the card slot 7 for being disposed in proximity to be in charge of body upper and lower end parts, and wherein side is in charge of in the card slot 7 of body 13 and is hinged with The arc connection sheet 8 that can be integrally caught in card slot 7, arc connection sheet 8 have jack 9, the other side point far from the side of hinged end Tube body 13 offers threaded hole 10 towards immediate end side, and threaded hole 10 is configured with screw rod 11, described to be in charge of the conjunction of body 13 When holding together, the arc connection sheet 8 is caught in two and is in charge of in the card slot 7 of body 13, and the screw rod 11 is threaded into hole 10 and end card Enter in jack 9.Side in the card slot 7 for being in charge of body 13 relative to threaded hole 10 offers and the matched blind hole of screw rod 11 12, screw rod 11 may pass through the jack 9 in arc connection sheet 8 and enter in blind hole 12, and screw rod 11 is made to pass through inserting in arc connection sheet 8 The part in hole 9 is longer, is conducive to the connection of arc connection sheet 8.
One-dimensional consolidation mould is carried out using soil body one-dimensional consolidation experimental rig described in claim 1 the present invention also provides a kind of The method of type analysis test, comprising the following steps:
1) selection needs to do the soil body analyzed, snapping is complete and extract the soil body one-dimensional consolidation of air hole blocking and test dress It sets in the insertion soil body;
2) air hole is closed using blocking, opens cooling device and inject coolant liquid into interlayer 5, makes the soil in tube body 20 The cooling consolidation of body;
3) soil body one-dimensional consolidation experimental rig is entirely extracted again, opens bayonet unit and is separately in charge of body 13 for freezing consolidation The soil body take out, then carry out dissections by the different of depth;
4) mechanical test analysis is carried out to each section of soil body.

Claims (2)

1. a kind of soil body one-dimensional consolidation experimental rig, it is characterized in that: including the tube body and handle being fixed as one, tube body is close to handle The air hole be connected with tube body inner hole is offered on the side wall at place, air hole is configured with blocking, and tube body is by more than two valves being in charge of body Constitute, be in charge of one end between body be hinged, the other end configured with can mutually snapping bayonet unit, it is described to divide tubular body band There is interlayer, interlayer is connect by pipe fitting with cooling device, and the outside of being in charge of vertically is distributed;The body of being in charge of shares two Valve, two are in charge of the arc-shaped recess portion and arc convex portion for being respectively provided with and being mutually matched on the side end face of body, the arc convex portion End have rubber strip;The bayonet unit includes the card slot for being disposed in proximity to be in charge of body upper and lower end parts, and wherein side is in charge of The arc connection sheet that can be integrally caught in card slot is hinged in the card slot of body, side of the arc connection sheet far from hinged end is with slotting Hole, the other side are in charge of body and offer threaded hole towards immediate end side, and threaded hole is configured with screw rod, described to be in charge of body conjunction When holding together, the arc connection sheet is caught in two and is in charge of in the card slot of body, and the screw rod is threaded into hole and end is caught in jack; Side in the card slot for being in charge of body relative to threaded hole, which is offered, may pass through arc connection with the matched blind hole of screw rod, screw rod The jack of on piece enters in blind hole;The interlayer is connect by coolant inlet pipe part and coolant output tube part with cooling device Form circulation.
2. a kind of side for carrying out one-dimensional consolidation model analysis test using soil body one-dimensional consolidation experimental rig described in claim 1 Method, comprising the following steps:
1) selection needs to do the soil body analyzed, snapping is complete and extract the soil body one-dimensional consolidation experimental rig of air hole blocking and insert Enter in the soil body;
2) air hole is closed using blocking, opens cooling device and injects coolant liquid into interlayer, keep the soil body in tube body cooling Consolidation;
3) soil body one-dimensional consolidation experimental rig is entirely extracted again, opens bayonet unit and is separately in charge of body for the soil body of freezing consolidation It takes out, then carries out dissection by the different of depth;
4) mechanical test analysis is carried out to each section of soil body.
CN201511002058.0A 2015-12-29 2015-12-29 Soil body one-dimensional consolidation experimental rig and its test method Active CN105547780B (en)

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Publication number Priority date Publication date Assignee Title
CN108709766B (en) * 2018-07-25 2020-10-20 吉林大学 Dual-purpose microstructure freezing and heating sampler and cutting device
CN109406204B (en) * 2018-12-31 2021-09-21 胡楠 Fragile rock stratum sample collection drill rod structure

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006049434A1 (en) * 2004-11-03 2006-05-11 Konkuk University Industrial Cooperation Corp Sample collection apparatus for analysis of air pollution compressing moisture pretreatment means
WO2011054086A1 (en) * 2009-11-03 2011-05-12 7685297 Canada Inc. Systems and methods for preparing samples for chemical analysis
CN102494920A (en) * 2011-11-18 2012-06-13 安徽工业大学 Method and device for acquiring deposition layer section of hydraulic test tank
CN202330055U (en) * 2011-11-30 2012-07-11 安徽工业大学 Sampling device of outdoor water body sediment
CN204064704U (en) * 2014-09-11 2014-12-31 江苏省农业科学院 A kind of soil sample collector
CN104316391A (en) * 2014-10-10 2015-01-28 同济大学 Freezing and thawing test model device and method of simulating artificial ground freezing method
CN104535368A (en) * 2014-12-31 2015-04-22 安徽工业大学 Original-sequence bottom mud sampler and sampling method
CN104749205A (en) * 2015-04-10 2015-07-01 长安大学 Water thermal force comprehensive testing system and method of soil body freezing process
KR20150120833A (en) * 2014-07-21 2015-10-28 한국과학기술연구원 Soil Sampling Apparatus

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006049434A1 (en) * 2004-11-03 2006-05-11 Konkuk University Industrial Cooperation Corp Sample collection apparatus for analysis of air pollution compressing moisture pretreatment means
WO2011054086A1 (en) * 2009-11-03 2011-05-12 7685297 Canada Inc. Systems and methods for preparing samples for chemical analysis
CN102713557A (en) * 2009-11-03 2012-10-03 7685297加拿大有限公司 Systems and methods for preparing samples for chemical analysis
CN102494920A (en) * 2011-11-18 2012-06-13 安徽工业大学 Method and device for acquiring deposition layer section of hydraulic test tank
CN202330055U (en) * 2011-11-30 2012-07-11 安徽工业大学 Sampling device of outdoor water body sediment
KR20150120833A (en) * 2014-07-21 2015-10-28 한국과학기술연구원 Soil Sampling Apparatus
CN204064704U (en) * 2014-09-11 2014-12-31 江苏省农业科学院 A kind of soil sample collector
CN104316391A (en) * 2014-10-10 2015-01-28 同济大学 Freezing and thawing test model device and method of simulating artificial ground freezing method
CN104535368A (en) * 2014-12-31 2015-04-22 安徽工业大学 Original-sequence bottom mud sampler and sampling method
CN104749205A (en) * 2015-04-10 2015-07-01 长安大学 Water thermal force comprehensive testing system and method of soil body freezing process

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Inventor after: Wang Peng

Inventor after: Sun Honglei

Inventor after: Wang Jun

Inventor after: Teng Lingfei

Inventor after: Zhang Bingqin

Inventor before: Sun Honglei

Inventor before: Wang Peng

Inventor before: Wang Jun

Inventor before: Teng Lingfei

Inventor before: Zhang Bingqin

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