CN207007596U - Without the axle sample preparation device of stickiness fine grained soil three - Google Patents

Without the axle sample preparation device of stickiness fine grained soil three Download PDF

Info

Publication number
CN207007596U
CN207007596U CN201721002863.8U CN201721002863U CN207007596U CN 207007596 U CN207007596 U CN 207007596U CN 201721002863 U CN201721002863 U CN 201721002863U CN 207007596 U CN207007596 U CN 207007596U
Authority
CN
China
Prior art keywords
sample preparation
preparation device
pressing plate
fine grained
grained soil
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.)
Active
Application number
CN201721002863.8U
Other languages
Chinese (zh)
Inventor
李建国
王晓龙
李建
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.)
PowerChina Chengdu Engineering Co Ltd
Original Assignee
PowerChina Chengdu Engineering Co Ltd
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 PowerChina Chengdu Engineering Co Ltd filed Critical PowerChina Chengdu Engineering Co Ltd
Priority to CN201721002863.8U priority Critical patent/CN207007596U/en
Application granted granted Critical
Publication of CN207007596U publication Critical patent/CN207007596U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Sampling And Sample Adjustment (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

The utility model discloses one kind without the axle sample preparation device of stickiness fine grained soil three, it is related to a kind of sample preparation device of soil test, solve to pass through existing triaxial test sample preparation device sample preparation without stickiness fine grained soil, it is difficult to produce, the problem of sample mass can not be ensured, the technical scheme of use is:Without the axle sample preparation device of stickiness fine grained soil three, including base, sample holder, molding cylinder and pressing plate, sample holder is removably attachable to base, and in being fixed on base in sample holder and by hold-down bolt, molding cylinder is made up of molding jacket casing 2~4 arc plates;Aspirating hole and the first joint of connection are set in base;Pressing plate is cylindrical, and the diameter of pressing plate is adapted with the internal diameter of molding cylinder, and bellmouth is set at the center of pressing plate upper bottom surface, and aspirating hole and the second joint of connection are set in pressing plate.By emulsion film a set of on sample holder, the first joint is evacuated, latex film is close to molding tube inner surface, is easy to sample preparation to operate.By the second joint, it is negative pressure state to make obtained sample, avoids collapsing, tilts, is scattered.

Description

Without the axle sample preparation device of stickiness fine grained soil three
Technical field
A kind of sample preparation device of soil test is the utility model is related to, especially one kind is without the axle sample preparation device of stickiness fine grained soil three.
Background technology
Generally comprise sand and silt without stickiness fine grained soil, in the engineerings such as road, building, sand have easily compacting and after The characteristics of phase sedimentation is small.Sand is under dense state, using the teaching of the invention it is possible to provide compared with large bearing capacity, is commonly used as good foundation material;Sand Soil less stable, is a kind of soft foundation in a loose state.Silt is that the one kind frequently encountered in ground observation is native, powder Soil is difficult to be compacted and to reinforce difficulty big.The hidden danger such as liquefaction, piping in engineering be present without stickiness fine grained soil, therefore, set in engineering Before meter, it is very necessary to obtain the mechanical characteristic index without stickiness fine grained soil by test method.
Mainly obtained currently without stickiness fine grained soil stress-strain characteristics by ordinary triaxial test, test requirements document will be without stickiness Three axle samples in the small three axles sample of diameter 3.91cm, high 8.0cm or diameter 6.18cm, high 12.5cm are made in fine grained soil.But That no stickiness fine grained soil does not have a cohesive strength, existing method for making sample easily sample is caused in specimen is made damage or It can not be molded, and the sample after being made easily collapses, and especially sample is easily destroyed in transfer process is moved.Generally, make Make 10 groups only to succeed 1 group, have a strong impact on test efficiency.
Another scheme, which is selected on triaxial apparatus, directly carries out sample producing, but easily to three axles during sample compacting processed Instrument causes to damage, and triaxial apparatus belongs to your smart instrument, and institute is inadvisable in this way.
Utility model content
The utility model provides one kind without the axle sample preparation device of stickiness fine grained soil three, solves no stickiness fine grained soil by existing three Shaft experiment sample preparation device sample preparation, it is difficult to produce, the problem of sample mass can not be ensured.
Technical scheme is used by the utility model solves its technical problem:Without the axle sample preparation device of stickiness fine grained soil three, bag Base, sample holder, molding cylinder and pressing plate are included, the sample holder is detachably connected on the base, the molding jacket casing is in sample It is fixed in seat and by hold-down bolt on the base, molding cylinder is made up of 2~4 arc plates;Aspirating hole is set in base, is taken out One end of stomata is connected to the gap between molding cylinder and sample holder, and the other end of aspirating hole sets the first joint;The pressing plate Cylindrical, the diameter of pressing plate is adapted with the internal diameter of molding cylinder, and bellmouth is set at the center of pressing plate upper bottom surface, is set in pressing plate Aspirating hole, one end of aspirating hole are connected to the bottom surface of pressing plate, and the other end of aspirating hole sets the second joint.
It is further:Also include compaction hammer without the axle sample preparation device of stickiness fine grained soil three, the compaction hammer is by guide rod and is placed on Hammer body on guide rod is formed.
It is further:A hold-down bolt is respectively provided with every piece of arc plate.
It is further:It is connected through a screw thread between the base and sample holder or neck connects.
It is further:Mould cuff is also arranged on the outside of the molding cylinder.
It is further:At least one circle groove is set on the outside of the pressing plate.
It is further:At least one circle groove is set on the outside of the sample holder.Emulsion film a set of is on sample holder, outside sample holder The groove of side is favorably improved the sealing between latex film and sample holder.
It is further:One circle groove is set on the base with molding cylinder contact position, sealing ring is set in groove.
The beneficial effects of the utility model are:Without the axle sample preparation device of stickiness fine grained soil three, by emulsion film a set of on sample holder, use Vavuum pump carries out pumping process to the first joint, latex film is close to molding tube inner surface, is easy to next step sample preparation to operate.It is logical Cross the second joint to be evacuated sample, it is temporarily negative pressure state to make obtained sample, avoids sample from collapsing, tilts, is scattered, protects simultaneously Demonstrate,prove the uniformity of sample.By the way that without the axle sample preparation device of stickiness fine grained soil three, sample making course is simple to operate, is made without stickiness particulate Native three axle sample success rates are close to 100%.
Brief description of the drawings
Fig. 1 is structural representation of the utility model without the axle sample preparation device of stickiness fine grained soil three.
Fig. 2 is the structural representation of mould cuff of the present utility model.
Parts, position and numbering in figure:Base 1, sample holder 2, molding cylinder 3, pressing plate 4, hold-down bolt 5, the first joint 6th, bellmouth 7, the second joint 8, mould cuff 9, sealing ring 10;Latex film 11, band 12.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
As shown in figure 1, the utility model is without the axle sample preparation device of stickiness fine grained soil three, including base 1, sample holder 2, molding cylinder 3 With pressing plate 4, the sample holder 2 is detachably connected on the base 1, such as is connected through a screw thread between base 1 and sample holder 2, Or neck is set on base 1, sample holder 2 is stuck in the neck.Molding cylinder 3 is placed in sample holder 2 and solid by hold-down bolt 5 Due on the base 1, for the ease of dismantling molding cylinder 3, also avoid damaging sample when dismantling molding cylinder 3, molding cylinder 3 is by 2 ~4 arc plate compositions, such as 3.Meanwhile each piece of arc plate is fixed on base 1 by hold-down bolt 5.Or molding Cylinder 3 is respectively provided with a hold-down bolt 5 because two pieces of arc plates form on every piece of arc plate.
Because molding cylinder 3 is assembled by arc plate, in order to improve the stability of molding cylinder 3, the outside of molding cylinder 3 also covers If mould cuff 9, mould cuff 9 is as shown in Figure 2.
Aspirating hole is set in base 1, and one end of aspirating hole is connected to the gap between molding cylinder 3 and sample holder 2, aspirating hole The other end set the first joint 6.First joint 6 is used to be evacuated, and latex film 11 is close to the inner surface of molding cylinder 3, for the ease of Exhaust, the inner surface of molding cylinder 3 can also set air discharge duct in circumferencial direction and length direction.
The pressing plate 4 is cylindrical, and the diameter of pressing plate 4 is adapted with the internal diameter of molding cylinder 3, the center of the upper bottom surface of pressing plate 4 Place sets bellmouth 7, and bellmouth 7 is used to ensure to carry out the accurate of triaxial test pressing position.Aspirating hole is set in pressing plate 4, is evacuated The one end in hole is connected to the bottom surface of pressing plate 4, and the other end of aspirating hole sets the second joint 8.Sample is taken out by the second joint 8 Gas, it is temporary transient negative pressure state to make obtained sample.
Also include compaction hammer without the axle sample preparation device of stickiness fine grained soil three, compaction hammer is by guide rod and the hammer body structure being placed on guide rod Into.
By carrying out sample preparation without the axle sample preparation device of stickiness fine grained soil three, first, sample holder 2 is installed on base 1, sample holder Permeable stone is put on 2, latex film 11 is placed on sample holder 2, and is arranged rubber band or band 12.In order to improve the He of latex film 11 Seal between sample holder 2, the outside of sample holder 2 set at least one circle groove, and rubber band or band 12 are stuck in the recessed of sample holder 2 In groove.Secondly, combine molding cylinder 3 and be arranged on by housing screw 5 on base 1, the outside of molding cylinder 3 is pressed from both sides by mould cuff 9 Tight arc plate.One circle groove is set on base 1 with the contact position of molding cylinder 3, sealing ring 10 is set in groove.Again, vavuum pump is used Pumping process is carried out to the first joint 6, latex film 11 is close to the inner surface of molding cylinder 3, is easy to next step sample preparation to operate.According to Sample dry density will be layered to pour into and be layered without stickiness fine grained soil hits reality, then permeable stone and pressing plate 4, pressure are installed in sample upper surface Plate 4 is placed in latex film 11 by band 12, the settable at least one circle groove of the periphery of pressing plate 4, the groove of the cocker pressing plate 4 of band 12 It is interior.Again, sample is evacuated by the second joint 8, it is temporary transient negative pressure state to make obtained sample, avoid sample from collapsing, tilt, It is scattered.Finally, after sample prepares, vavuum pump is closed, and removes molding cylinder 3, now sample is temporary transient vacuum state, together with breast Glued membrane 11 is removed together with sample holder 2, is directly placed into triaxial apparatus Sample devices.Without the axle sample preparation device of stickiness fine grained soil three, structure letter Single, sample making course is easy to operate, is made without the axle sample success rate of stickiness fine grained soil three close to 100%.

Claims (8)

1. without the axle sample preparation device of stickiness fine grained soil three, it is characterised in that:Including base (1), sample holder (2), molding cylinder (3) and pressing plate (4) sample holder (2), is detachably connected on the base (1), the molding cylinder (3) is placed in sample holder (2) and passes through pressure Tight bolt (5) is fixed on the base (1), and molding cylinder (3) is made up of 2~4 arc plates;Aspirating hole is set in base (1), is taken out One end of stomata is connected to the gap between molding cylinder (3) and sample holder (2), and the other end of aspirating hole sets the first joint (6); The pressing plate (4) is cylindrical, and the diameter of pressing plate (4) is adapted with the internal diameter of molding cylinder (3), the center of pressing plate (4) upper bottom surface Place sets bellmouth (7), sets aspirating hole in pressing plate (4), one end of aspirating hole is connected to the bottom surface of pressing plate (4), aspirating hole The other end sets the second joint (8).
2. as claimed in claim 1 without the axle sample preparation device of stickiness fine grained soil three, it is characterised in that:Also include compaction hammer, it is described to hit Real hammer is made up of guide rod and the hammer body being placed on guide rod.
3. as claimed in claim 1 without the axle sample preparation device of stickiness fine grained soil three, it is characterised in that:It is all provided with every piece of arc plate Put a hold-down bolt (5).
4. as claimed in claim 1 without the axle sample preparation device of stickiness fine grained soil three, it is characterised in that:The base (1) and sample holder (2) it is connected through a screw thread between or neck connects.
5. as claimed in claim 1 without the axle sample preparation device of stickiness fine grained soil three, it is characterised in that:On the outside of the molding cylinder (3) also It is arranged mould cuff (9).
6. as claimed in claim 1 without the axle sample preparation device of stickiness fine grained soil three, it is characterised in that:Set on the outside of the pressing plate (4) At least one circle groove.
7. as claimed in claim 1 without the axle sample preparation device of stickiness fine grained soil three, it is characterised in that:Set on the outside of the sample holder (2) Put at least one circle groove.
8. as claimed in claim 1 without the axle sample preparation device of stickiness fine grained soil three, it is characterised in that:On the base (1) and molding Cylinder (3) contact position sets a circle groove, and sealing ring (10) is set in groove.
CN201721002863.8U 2017-08-11 2017-08-11 Without the axle sample preparation device of stickiness fine grained soil three Active CN207007596U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721002863.8U CN207007596U (en) 2017-08-11 2017-08-11 Without the axle sample preparation device of stickiness fine grained soil three

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721002863.8U CN207007596U (en) 2017-08-11 2017-08-11 Without the axle sample preparation device of stickiness fine grained soil three

Publications (1)

Publication Number Publication Date
CN207007596U true CN207007596U (en) 2018-02-13

Family

ID=61459496

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721002863.8U Active CN207007596U (en) 2017-08-11 2017-08-11 Without the axle sample preparation device of stickiness fine grained soil three

Country Status (1)

Country Link
CN (1) CN207007596U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107300492A (en) * 2017-08-11 2017-10-27 中国电建集团成都勘测设计研究院有限公司 Without the axle sample preparation device of stickiness fine grained soil three
CN116242654A (en) * 2023-03-16 2023-06-09 沂源县东里自然资源管理所 Shale sampling equipment and shale sampling method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107300492A (en) * 2017-08-11 2017-10-27 中国电建集团成都勘测设计研究院有限公司 Without the axle sample preparation device of stickiness fine grained soil three
CN116242654A (en) * 2023-03-16 2023-06-09 沂源县东里自然资源管理所 Shale sampling equipment and shale sampling method
CN116242654B (en) * 2023-03-16 2023-08-18 沂源县东里自然资源管理所 Shale sampling equipment and shale sampling method

Similar Documents

Publication Publication Date Title
CN107300492A (en) Without the axle sample preparation device of stickiness fine grained soil three
Ladd Specimen preparation and liquefaction of sands
CN207007596U (en) Without the axle sample preparation device of stickiness fine grained soil three
CN104374625B (en) A kind of semi-automatic multifunction soil test pressure-like device
CN103776677B (en) A kind of vacuum sample making device of saturated clay and method for making sample thereof
CN103884553B (en) A kind of equipment of indoor recovery undisturbed soil and restored method
CN106769751A (en) A kind of half cementing artificial core model and its sand-filling apparatus and method
CN102620996A (en) Operational method for measuring creep parameters and infiltration parameters of smashed rocks simultaneously
CN110204289A (en) Solidify the method and products thereof of CHARACTERISTICS OF TAILINGS SAND based on activated magnesia microorganism
CN107607385B (en) Vacuum test device for triaxial remolded soil sample preparation
CN106930268A (en) A kind of combination vacuum preloading prepares the double drainage consolidation device and consolidation technique of manipulated soil
CN209182122U (en) A kind of experimental rig of microorganism gelling Stabilization of Loess sample
Ng et al. A modified triaxial apparatus for measuring the stress path-dependent water retention curve
Sheng-fu et al. Micro pore change and fractal characteristics of artificial freeze thaw soft clay
CN206504955U (en) Tunnel analog simulation Plane Strain Test platform
Zhu et al. Improved isotropically consolidated undrained triaxial test method for non-self-supporting materials
CN1854734B (en) Testing mould system and its operating method for triaxial experimental disturbed soil testing piece
CN212275392U (en) A can inhale formula system appearance device for sandy soil triaxial experiment
CN206627404U (en) The seepage failure device of large volume clay sample under a kind of simulation high artesian
CN210243387U (en) Medium-sized transparent full-automatic air pressure consolidation apparatus
CN216160405U (en) Clay dispersibility pinhole triaxial penetration test appearance
CN204142544U (en) Preparation major diameter reinvents the test unit of soft clay sample
CN208921516U (en) A kind of fan ring block pressure-like mold
CN106525589B (en) Pressure chamber for geotechnical test
CN205642968U (en) Jumbo size geotechnique sample is with system appearance ware

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant