CN206583666U - Soil sample saturator - Google Patents

Soil sample saturator Download PDF

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Publication number
CN206583666U
CN206583666U CN201720228698.1U CN201720228698U CN206583666U CN 206583666 U CN206583666 U CN 206583666U CN 201720228698 U CN201720228698 U CN 201720228698U CN 206583666 U CN206583666 U CN 206583666U
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China
Prior art keywords
soil
cylinder
support
fix bar
soil sample
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CN201720228698.1U
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Chinese (zh)
Inventor
何雍龙
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Nanjing Xi Ning Soil Instrument Co Ltd
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Nanjing Xi Ning Soil Instrument Co Ltd
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  • Sampling And Sample Adjustment (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

The utility model discloses a kind of soil sample saturator, aim to provide a kind of complete soil sample saturator for taking out soil sample, its drip irrigation device is, including the middle base with through hole and the first permeable stone for blocking through hole, base is provided with the saturation device for being used for placing soil sample, saturation device includes soil cylinder, retainer ring in the middle part of soil cylinder is located at the capping on soil cylinder top, soil cylinder is by the first shell pieces, the cylinder that second shell pieces and the 3rd shell pieces are constituted, outer wall on soil drum outer wall with soil cylinder vertical direction is provided with the projection for being used for blocking retainer ring, projection both sides are ramp shape, retainer ring inwall is provided with the groove matched with projection, fixing device is additionally provided with base, fixing device includes the first support positioned at base surrounding, the fix bar being hinged with first support, it is used to be caught in the second support of fix bar with support assorted positioned at capping top and the knob for being stuck in fix bar in second support is threadedly coupled with fix bar positioned at fix bar top.

Description

Soil sample saturator
Technical field
The utility model is related to testing equipment field, more particularly to a kind of soil sample saturator.
Background technology
Generally require to use saturated soil when carrying out related pressure test and experiment to soil, and saturated soil need by It is compacted, it is therefore desirable to use soil sample saturator.
At present, Publication No. CN204085980U Chinese patent discloses a kind of axle saturator of static pressure type three, and it includes Base, top cover, permeable stone, circle mould, pull bar, the base are provided with second order through hole along respective axis respectively with top cover, around each convex Edge is correspondingly provided with connecting hole, and the permeable stone is arranged in base rank hole, and the round mould lower end is placed in base rank hole, and circle mould Lower end is attached with permeable stone upper surface, and the round mould upper end is placed in top cover rank hole, and the pull bar is corresponding through top cover and base Connecting hole and tightening nut by base, permeable stone, circle mould, top cover maintenance one, top cover upper table is provided with upwardly along its axis Tank body, in addition to a pressure head, the crimp body cross section are identical with inner tank wall very section, can assign into body.
Although this axle saturator of static pressure type three can cause sample to expand and stabilization, easy disintegrating, not this It is inconvenient that saturator takes out sample, once sample fragmentation or edge breakage may be caused by making a fault.
Utility model content
The purpose of this utility model is to provide a kind of soil sample saturator, and it has sampling convenient, while soil sample is taken out The edge of soil sample will not be destroyed, so that the taking-up by soil sample completely, the advantage that can effectively measure.
Above-mentioned technical purpose of the present utility model technical scheme is that:
A kind of soil sample saturator, including the middle base with through hole and the first permeable stone for blocking through hole, it is described Base is provided with the saturation device for being used for placing soil sample, and the saturation device includes soil cylinder, the fixation in the middle part of soil cylinder Ring and the capping positioned at soil cylinder top, the cylinder that the soil cylinder is made up of the first shell pieces, the second shell pieces and the 3rd shell pieces, institute State soil cylinder mid diameter and be more than two ends diameter.
Set, soil sample is placed in soil cylinder, so as to be compacted to form one and soil by using above-mentioned technical proposal The consistent sample of diagram shape, saturated soil is poured in soil cylinder, unnecessary water and air will be discharged by permeable stone, so that So that saturated soil forms the soil block sample of consolidation, now the shape of whole saturated soil is had become with soil cylinder unanimously, and Due to it is to be taken out when once accidentally may result in the rupture of sample, therefore the capping on soil drum outer wall is taken down, simultaneously Retainer ring is removed, the first shell pieces, the second shell pieces and the 3rd shell pieces being brought into close contact is separated, so that interior soil will be wrapped in The taking-up of sample completely, will not be damaged to the surrounding of sample, take out complete sample.
Further set:Being provided with the soil drum outer wall with the outer wall of soil cylinder vertical direction is used to block retainer ring Projection.
Set by using above-mentioned technical proposal, because the cross section of soil cylinder is circle, while the diameter in centre position It is greater than the diameter at two ends, so that centre position is outwardly convex, and retainer ring is circular, and diameter is slightly larger than in soil cylinder Between section diameter of a circle, therefore, when soil drum outer wall is provided with projection, retainer ring can will by applying certain power to it It is stuck on projection, and now the diameter of retainer ring and soil cylinder intermediate cross-section diameter of a circle add that the length after projection is consistent or summary It is more than, is also to the spacing of the first shell pieces, the second shell pieces and the 3rd shell pieces, in fixing soil tank so that retainer ring be blocked Soil.
Further set:The projection both sides be ramp shape, the retainer ring inwall be provided with projection match it is recessed Groove.
Set by using above-mentioned technical proposal, projection both sides ramp shape is conducive to preferably being caught in retainer ring into relative position Put, while immobilization can be caught in after relative position by retainer ring inwall provided with neck, it is not easy to come off, when needs are removed When, apply certain power, projection helps the neck that glides out at the edge of ramp shape.
Further set:It is additionally provided with fixing device on the base, the fixing device includes the positioned at base surrounding One support, the fix bar being hinged with first support, the second support for being used to be caught in fix bar positioned at capping top and support assorted And positioned at fix bar top be threadedly coupled the knob for fix bar being stuck in second support with fix bar.
Set by using above-mentioned technical proposal, fix bar will be covered and base is connected, so that soil cylinder be wrapped Wrap so that whole soil cylinder is limited in inside fix bar, only needs to unclamp knob when needing to take apart, so that will be fixed Bar is overturn so that fix bar departs from capping, is removed capping and is taken out soil cylinder.
Further set:The closure surface insertion, the capping inwall is provided with neck, and the neck is used to place second Permeable stone.
Set by using above-mentioned technical proposal, do consolidation test and apply after pressure, the soil body is compressed, produce consolidation, meeting Water inside the soil body is discharged into a part, permeable stone, which is mainly aimed at, excludes this partly because the water for consolidating and producing.
Further set:Non-slip texture is additionally provided with the retainer ring outer wall.
Set by using above-mentioned technical proposal, operating personnel's rubber sleeve can be reduced when moving up and down and held incessantly Retainer ring.
In summary, the utility model has the advantages that:Completely, stably pedotheque can be taken out, no The damage around pedotheque can be caused, while conveniently taking, it is only necessary to disassemble soil cylinder, so that by the soil-like of consolidation Product take out.
Brief description of the drawings
Fig. 1 is soil sample saturator overall structure diagram;
Fig. 2 is the overall configuration schematic diagram of soil sample saturator.
In figure, 1, through hole;2nd, base;3rd, the first permeable stone;4th, saturation device;41st, soil cylinder;411st, the first shell pieces; 412nd, the second shell pieces;413rd, the 3rd shell pieces;42nd, cover;43rd, retainer ring;5th, projection;6th, groove;7th, fixing device;71st, first Support;72nd, fix bar;73rd, second support;74th, knob;8th, neck;9th, the second permeable stone;10th, non-slip texture.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment 1:A kind of soil sample saturator, as shown in Figures 1 and 2, including centre carries the base 2 of through hole 1 and is used for The first permeable stone 3 of through hole 1 is blocked, fixing device 7 is surrounded by base 2, fixing device 7 includes being located at the surrounding of base 2 First support 71, be hinged with fix bar 72 in first support 71, and capping 42 is additionally provided with soil sample saturator top, capping 42 Center has insertion to cover 42 through hole 1, and 42 inwalls of capping are provided with neck 8, and neck 8 is used to place the second permeable stone 9, capping 42 The second support 73 for being caught in fix bar 72 is surrounded by, the rotation being threadedly coupled with fix bar 72 is provided with the top of fix bar 72 Button 74, when fix bar 72 is caught in second support 73, second support 73 is blocked by knob 74, thus limit fix bar 72 with The position of second support 73, fix bar 72 is fixed in second support 73.
Base 2 is provided with the saturation device 4 for being used for placing soil sample, and saturation device 4 includes soil cylinder 41, and soil cylinder 41 is main It is made up of the first shell pieces 411, the second shell pieces 412 and the 3rd shell pieces 413 that bend, so that a cylinder is formed, and the horizontal stroke of cylinder Section is circle, while intermediate cross-section diameter of a circle is more than two ends cross section diameter of a circle, on intermediate cross-section outer wall also Provided with raised projection 5, projection about 5 both sides be ramp shape, be mainly used in being caught in retainer ring 43, the inwall of retainer ring 43 is provided with Groove 6, for being caught in projection 5, and is then provided with non-slip texture 10 on the outer wall of retainer ring 43.
Its main operational principle is as follows:Need soil to consolidate first when strength test is carried out to soil, beat Kaifeng lid 42 by the soil of saturation fill in soil cylinder 41 in, tamped, compressed, cover capping 42, by fix bar 72 overturn to In the second support 73 of capping 42, knob 74 is then screwed so that air inside soil and unnecessary water are saturating by first The permeable stone 9 of water stone 3 and second is discharged, so as to consolidate blocking, when unscrewing knob 74 after consolidation, fix bar 72 is overturn, so as to take Go out soil cylinder 41, retainer ring 43 is removed, the first shell pieces 411, the second shell pieces 412 and the 3rd shell pieces 413 separated, so that completely Taking-up inside consolidation pedotheque.
This specific embodiment is only to explain of the present utility model, and it is not to limitation of the present utility model, ability Field technique personnel can make the modification without creative contribution to the present embodiment as needed after this specification is read, but As long as all being protected in right of the present utility model by Patent Law.

Claims (6)

1. a kind of soil sample saturator, including middle base (2) with through hole (1) and first permeable for blocking through hole (1) Stone (3), it is characterised in that:The base (2) is provided with the saturation device (4) for being used for placing soil sample, saturation device (4) bag Include soil cylinder (41), the retainer ring (43) in the middle part of soil cylinder (41) and the capping (42) positioned at soil cylinder (41) top, institute State the cylinder that soil cylinder (41) is made up of the first shell pieces (411), the second shell pieces (412) and the 3rd shell pieces (413), the soil cylinder (41) mid diameter is more than two ends diameter.
2. soil sample saturator according to claim 1, it is characterised in that:With soil cylinder on described soil cylinder (41) outer wall (41) outer wall of vertical direction is provided with the projection (5) for being used for blocking retainer ring (43).
3. soil sample saturator according to claim 2, it is characterised in that:Projection (5) both sides are ramp shape, described solid Determine ring (43) inwall and be provided with the groove (6) matched with projection (5).
4. soil sample saturator according to claim 1, it is characterised in that:Fixing device is additionally provided with the base (2) (7), the fixing device (7) includes the fixation that first support (71) and first support (71) positioned at base (2) surrounding are hinged Bar (72), positioned at capping (42) top and support assorted for being caught in the second support (73) of fix bar (72) and positioned at fix bar (72) top is threadedly coupled the knob (74) for being stuck in fix bar (72) in second support (73) with fix bar (72).
5. soil sample saturator according to claim 1, it is characterised in that:Described capping (42) surface insertion, the capping (42) inwall is provided with neck (8), and the neck (8) is used to place the second permeable stone (9).
6. soil sample saturator according to claim 1, it is characterised in that:It is additionally provided with retainer ring (43) outer wall anti-skidding Lines (10).
CN201720228698.1U 2017-03-10 2017-03-10 Soil sample saturator Active CN206583666U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720228698.1U CN206583666U (en) 2017-03-10 2017-03-10 Soil sample saturator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720228698.1U CN206583666U (en) 2017-03-10 2017-03-10 Soil sample saturator

Publications (1)

Publication Number Publication Date
CN206583666U true CN206583666U (en) 2017-10-24

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CN201720228698.1U Active CN206583666U (en) 2017-03-10 2017-03-10 Soil sample saturator

Country Status (1)

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CN (1) CN206583666U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109883799A (en) * 2019-04-04 2019-06-14 江苏科技大学 A kind of multi-functional saturator of the cylinder sample of triaxial test
CN114383908A (en) * 2022-01-06 2022-04-22 江苏科技大学 Saturator, triaxial test sample preparation device and sample preparation method
CN116558915A (en) * 2023-03-20 2023-08-08 中建安装集团南方建设有限公司 True triaxial experiment remolded soil sample preparation facilities

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109883799A (en) * 2019-04-04 2019-06-14 江苏科技大学 A kind of multi-functional saturator of the cylinder sample of triaxial test
CN114383908A (en) * 2022-01-06 2022-04-22 江苏科技大学 Saturator, triaxial test sample preparation device and sample preparation method
CN116558915A (en) * 2023-03-20 2023-08-08 中建安装集团南方建设有限公司 True triaxial experiment remolded soil sample preparation facilities

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