CN204439466U - A kind of crude tailings gelling aggregate seepage flow with consolidation combined test device - Google Patents
A kind of crude tailings gelling aggregate seepage flow with consolidation combined test device Download PDFInfo
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- CN204439466U CN204439466U CN201520135306.8U CN201520135306U CN204439466U CN 204439466 U CN204439466 U CN 204439466U CN 201520135306 U CN201520135306 U CN 201520135306U CN 204439466 U CN204439466 U CN 204439466U
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- 238000012360 testing method Methods 0.000 title claims abstract description 32
- 238000007596 consolidation process Methods 0.000 title claims abstract description 22
- 238000001764 infiltration Methods 0.000 claims abstract description 27
- 238000005070 sampling Methods 0.000 claims abstract description 27
- 230000008595 infiltration Effects 0.000 claims abstract description 26
- 230000007246 mechanism Effects 0.000 claims abstract description 22
- 238000007906 compression Methods 0.000 claims abstract description 17
- 230000006835 compression Effects 0.000 claims abstract description 16
- 238000011068 loading method Methods 0.000 claims abstract description 11
- 238000002474 experimental method Methods 0.000 claims abstract description 8
- 230000000087 stabilizing effect Effects 0.000 claims description 35
- 229910000831 Steel Inorganic materials 0.000 claims description 20
- 239000010959 steel Substances 0.000 claims description 20
- 238000006073 displacement reaction Methods 0.000 claims description 18
- 239000004575 stone Substances 0.000 claims description 17
- 238000007789 sealing Methods 0.000 claims description 6
- 239000012466 permeate Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 9
- 230000008569 process Effects 0.000 abstract description 7
- 230000008859 change Effects 0.000 abstract description 5
- 239000011148 porous material Substances 0.000 abstract description 5
- 230000004044 response Effects 0.000 abstract description 3
- 238000004062 sedimentation Methods 0.000 abstract description 2
- 239000000203 mixture Substances 0.000 description 6
- 238000005259 measurement Methods 0.000 description 4
- 230000035699 permeability Effects 0.000 description 4
- 239000011230 binding agent Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000002706 hydrostatic effect Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 239000002671 adjuvant Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000012669 compression test Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 230000003287 optical effect Effects 0.000 description 1
- 230000000644 propagated effect Effects 0.000 description 1
- 230000035807 sensation Effects 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000008400 supply water Substances 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The utility model discloses a kind of crude tailings gelling aggregate seepage flow with consolidation combined test device.Described crude tailings gelling aggregate seepage flow with consolidation combined test device, comprises compression concretion experiment mechanism, infiltration coefficient test mechanism, hydraulic servo, sampling mechanism.The utility model gives compression concretion experiment mechanism constant voltage stage loading by hydraulic servo, sampling mechanism is utilized to carry out data acquisition process, draw sample sedimentation compression deformation curve, pore water pressure change curve etc., authority contact is tested by sampling mechanism and compression concretion by infiltration coefficient experiment mechanism, and jointly complete the mensuration of sample infiltration coefficient under constant head and varying head condition with sampling mechanism, reach and measure crude tailings gelling aggregate compressibility coefficient simultaneously, infiltration coefficient also draws response curve figure, for crude tailings process, ground, slope stability calculates the object providing test parameters.
Description
Technical field
The utility model relates to mining engineering and technology field, particularly relates to a kind of crude tailings gelling aggregate seepage flow with consolidation combined test device.
Background technology
At present, the compression concretion instrument that China carries out confined compression test employing substantially successive loading mode is counterweight counterweight, is out of shape and measures with dial gauge, but compression process is very very long, every one-level loads needs 24 hours, and every one-level load sex change is stable all needs artificial judgment, adds test error; Current compressometer can not be sampled pore water pressure, can not obtain the conversion process that effective stress and super quiet hole are pressed, so compression and seepage consolidation are joined together to test significant.The measurement of permeability coefficient has two kinds of methods, hydrostatic head method and variable water level method, and current permeameter all according to single method design, fully can not merge the advantage of two kinds of methods.
Based on above-mentioned situation, in the urgent need to the crude tailings gelling aggregate seepage flow with consolidation combined test device that a kind of cost is low, reusable, easy and simple to handle, reach and measure crude tailings gelling aggregate compressibility coefficient, infiltration coefficient draw response curve figure, for crude tailings process, ground, slope stability calculate the object providing test parameters simultaneously.
Utility model content
The object of the utility model embodiment is to propose a kind of crude tailings gelling aggregate seepage flow with consolidation combined test device, compression concretion experiment mechanism constant voltage stage loading is given by hydraulic servo, sampling mechanism is utilized to carry out data acquisition process, draw sample sedimentation compression deformation curve, pore water pressure change curve etc., authority contact is tested by sampling mechanism and compression concretion by infiltration coefficient experiment mechanism, and jointly complete the mensuration of sample infiltration coefficient under constant head and varying head condition with sampling mechanism, reach and measure crude tailings gelling aggregate compressibility coefficient simultaneously, infiltration coefficient also draws response curve figure, for crude tailings process, ground, slope stability calculates the object providing test parameters.To achieve these goals, the utility model adopts following technical scheme:
A kind of crude tailings gelling aggregate seepage flow with consolidation combined test device, comprising:
Compression concretion experiment mechanism, comprise framework, sample groove, overflow groove, permeable stone, seepage flow spillway hole, cover plate for sealing circle, pressure-bearing cover plate, rubber hose, pressurization oil cylinder, steel strand wires set bolt, steel strand wires, described sample groove is fixedly connected on frame mid portion, described overflow groove is placed in sample groove bottom, described permeable stone is placed in sample groove top and the bottom respectively, the through sample trench bottom of described seepage flow spillway hole is also evenly arranged, described pressure-bearing cover plate is placed in permeable stone top, top and is connected with sample groove upper end by cover plate for sealing circle and its top is evenly arranged rubber hose and steel strand wires set bolt, described steel strand wires lower end is connected with steel strand wires set bolt, described pressurization cylinder upper end and framework are fixedly connected with lower end and align with described pressure-bearing cover plate,
Hydraulic servo, comprises hydraulic pump servo-control system, hydraulic pump, hydraulic tube, and described hydraulic pump servo-control system is connected with hydraulic pump, and described hydraulic pump is connected with pressurization oil cylinder by hydraulic tube;
Infiltration coefficient test mechanism, comprise supply tank, switch valve, flexible pipe, varying head piezometric tube, infiltration case, permeable stone, voltage stabilizing overflow groove, overflow groove, bearing, voltage stabilizing spout hole, pressure stabilizing tank double-edged fine-toothed comb, described supply tank is fixed on framework upper end side, described varying head piezometric tube upper end is connected with switch valve on supply tank by flexible pipe, lower end is connected with infiltration case upper end, described infiltration case to be fixed in the middle part of voltage stabilizing overflow groove by bearing and its underpart is from top to bottom equipped with permeable stone, pressure stabilizing tank double-edged fine-toothed comb, its top is from bottom to top equipped with permeable stone, voltage stabilizing spout hole, varying head piezometric tube, described overflow groove is connected with voltage stabilizing overflow groove by voltage stabilizing spout hole,
Sampling mechanism, comprise microcomputer, sampled receivers, data line, resistive flowmeter, displacement sampling thief, oil pressure is rested the head on, described displacement sampling thief upper end is fixed on described framework upper end both sides and its lower end is fixedly connected with steel strand wires, described resistive flowmeter is placed in varying head piezometric tube respectively and overflow groove is inner, described oil pressure pillow is placed in sample groove periphery of inner wall, described sampled receivers is rested the head on oil pressure respectively by data line, resistive flowmeter, microcomputer is connected, and be connected with displacement sampling thief by wireless, described microcomputer is connected with hydraulic pump servo-control system by data line.
Preferably, described oil pressure pillow is placed in around sample groove, and is connected with sampled receivers by data line.
Preferably, described displacement sampling thief upper end is fixed on described framework upper end both sides and its lower end is fixedly connected with steel strand wires, and it is connected with sampled receivers by wireless.
Preferably, described hydraulic pump servo-control system is controlled to carry out constant voltage multistage loadings by hydraulic cylinder to sample by microcomputer, and as sample deformation amount <0.01mm, press pump servo-control system automatically carries out next stage loading under microcomputer controls.
Preferably, described varying head piezometric tube upper end is connected with switch valve on supply tank by flexible pipe, and lower end is connected with infiltration case upper end, and its inside is equipped with electromagnetic flowmeter.
Preferably, described voltage stabilizing spout hole is placed in infiltration case upper end and voltage stabilizing overflow groove bottom respectively, wherein permeates outside case upper end spout hole and extends voltage stabilizing overflow groove outside and built-in respective switch.
Compared with existing parameter measuring apparatus, the utility model tool has the following advantages:
The crude tailings gelling aggregate seepage flow with consolidation combined test device that the utility model is addressed, is applicable to the compressible index measuring crude tailings Binder Materials or the general soil body, comprises and draw e-p curve, obtain compressibility coefficient a, compression index C
c, oedometric modulus etc.According to oil pressure pillow sampled data, pore water pressure dissipation curve can be drawn out.For the mensuration of permeability coefficient, based on hydrostatic head method:
and variable water level method
measure.The beneficial effect of this utility model is that lengthy procedure compression concretion can tested is unmanned, is sampled, obtain accumulation displacement by sampling thief real time record, thus can not obliterated data, and it is defeated to carry out wireless optical propagated sensation between sampling thief, simplifies receiving trap; Loading process realizes robotization, when the shift value of microcomputer meets the condition becoming line stabilization, namely automatically loads; Achieve the Real-Time Monitoring of consolidation process Pore Pressure.By sampled receivers, consolidation is combined with permeability apparatus, variable water level method is combined with constant head mensuration, realizes a tractor serves several purposes.There is good application prospect for crude tailings Binder Materials and general soil test parameter measurement, and measure accurately, the accurate foundation can evaluated as engineering stability.
Accompanying drawing explanation
Fig. 1 is the compression concretion experimental machine composition of the utility model embodiment;
Fig. 2 is the hydraulic servo-machine composition of the utility model embodiment;
Fig. 3 is the infiltration coefficient testing machine composition of the utility model embodiment;
Fig. 4 is the Sampling Machine composition of the utility model embodiment;
Fig. 5 is the crude tailings gelling aggregate seepage flow with consolidation combined test device figure of the utility model embodiment.
In figure: 1-framework; 2-sample groove; 3-overflow groove; 4-oil pressure is rested the head on; 5-permeable stone; 6-seepage flow spillway hole; 7-cover plate for sealing circle; 8-pressure-bearing cover plate; 9-rubber hose; 10-displacement sampling thief; 11-sampled receivers; 12-pressurization oil cylinder; 13-steel strand wires set bolt; 14-steel strand wires; 15-supply tank; 16-switch valve; 17-flexible pipe; 18-varying head piezometric tube; 19-electromagnetic flowmeter; 20-infiltration case; 21-voltage stabilizing overflow groove; 22-overflow groove; 23-bearing; 24-voltage stabilizing spout hole; 25-pressure stabilizing tank double-edged fine-toothed comb; 26-microcomputer; 27-hydraulic pump servo-control system; 28-hydraulic pump; 29-hydraulic tube; 30-data line.
Embodiment
Below the utility model is described further, but protection domain of the present utility model is not limited to the scope of following described embodiment.
Composition graphs 1, Fig. 2, Fig. 3, shown in Fig. 4, a kind of crude tailings gelling aggregate seepage flow with consolidation combined test device, in compression concretion experiment mechanism, described sample groove 2 is fixedly connected in the middle part of framework 1, described overflow groove 3 is placed in sample groove 2 bottom, described permeable stone 5 is placed in sample groove 2 top and the bottom respectively, be evenly arranged bottom the through sample groove 2 of described seepage flow spillway hole 6, described pressure-bearing cover plate 8 is placed in top permeable stone 5 top and is connected with sample groove 2 upper end by cover plate for sealing circle 7 and its top is evenly arranged rubber hose 9 and steel strand wires 14 set bolt 13, described steel strand wires 14 lower end is connected with steel strand wires 14 set bolt 13, described pressurization oil cylinder 12 upper end and framework 1 are fixedly connected with lower end and align with described pressure-bearing cover plate 8,
In hydraulic servo, described hydraulic pump servo-control system 27 is connected with hydraulic pump 28, and described hydraulic pump 28 is connected with pressurization oil cylinder 12 by hydraulic tube 29;
In infiltration coefficient test mechanism, described supply tank 15 is fixed on framework 1 upper end side, described varying head piezometric tube 18 upper end is connected with switch valve 16 on supply tank 15 by flexible pipe 17, lower end is connected with infiltration case 20 upper end, described infiltration case 20 is fixed in the middle part of voltage stabilizing overflow groove 21 and its underpart by bearing 23 and is from top to bottom equipped with permeable stone 5, pressure stabilizing tank double-edged fine-toothed comb 25, its top is from bottom to top equipped with permeable stone 5, voltage stabilizing spout hole 24, varying head piezometric tube 18, and described overflow groove 22 is connected with voltage stabilizing overflow groove 21 by voltage stabilizing spout hole 24;
In sampling mechanism, described displacement sampling thief 10 upper end is fixed on described framework 1 upper end both sides and its lower end is fixedly connected with steel strand wires 14, it is inner with overflow groove 22 that described resistive flowmeter is placed in varying head piezometric tube 18 respectively, described oil pressure pillow 4 is placed in sample groove 2 periphery of inner wall, described sampled receivers 11 rests the head on 4 respectively by data line 30 with oil pressure, resistive flowmeter, microcomputer 26 are connected, and be connected with displacement sampling thief 10 by wireless, described microcomputer 26 is connected with hydraulic pump servo-control system 27 by data line 30.
Shown in composition graphs 5, the method for operating of above-mentioned crude tailings gelling aggregate seepage flow with consolidation combined test device is:
Prepared by a, sample: according to proportioning and the concentration of gelling aggregate, by a certain amount of crude tailings, Binder Materials, puts into sample groove 2 and infiltration case 20 after water and other adjuvants stir;
B, compression concretion are tested: after being connected with cover plate set bolt by displacement sampling thief 10, and zero is removed in the disturbance displacement of displacement sampling thief 10; Sampled receivers 11 and oil pressure rest the head on 4, and microcomputer 26 is connected.By hydraulic pump servo-control system 27, hydraulic jack is made to be in pressure constant state, when under certain loads, hour accumulative deflection that displacement sampling thief 10 spreads out of is less than 0.01mm, and the automatic loading of microcomputer 26 hydraulic pump servo-control system 27 is to next stage, and loading rank is 50kPa, 100kPa, 200kPa, 300kPa, 400kPa;
C, permeability test: by tank switch valve 16, voltage stabilizing spout hole 24 and sampled receivers 11, realize the conversion between constant head or varying head mensuration.When carrying out constant head measurement infiltration coefficient, utilize sampled receivers 11 to gather overflow groove 22 internal electrical magnetic flowmeter 19 signal, measure seepage flow; Now, open water tank switch valve 16, supply water to seepage flow case, open seepage flow upper box part voltage stabilizing spout hole 24 simultaneously and carry out overflow voltage stabilizing; When carrying out varying head measurement, close seepage flow upper box part voltage stabilizing spout hole 24, sampled receivers 11 is utilized to gather varying head piezometric tube 18 internal electrical magnetic flowmeter 19 signal, after seepage stability, namely, after pressure stabilizing tank starts overflow, close tank switch valve 16 and make it communicate with air, starting to measure piezometric head and change in time, record sampled result, and return microcomputer 26;
D, microcomputer 26, after the change in displacement obtaining sampled receivers 11 transmission, draw the curve map of displacement and loading times s-t; S can be converted into the changing value of void ratio e, thus draw e-p curve, or e-lgp curve, obtain a series of compressible index;
F, test complete, cleaning arrange and preserve experimental provision.
Claims (6)
1. a crude tailings gelling aggregate seepage flow with consolidation combined test device, is characterized in that: described crude tailings gelling aggregate seepage flow with consolidation combined test device comprises:
Compression concretion experiment mechanism, comprise framework, sample groove, overflow groove, permeable stone, seepage flow spillway hole, cover plate for sealing circle, pressure-bearing cover plate, rubber hose, pressurization oil cylinder, steel strand wires set bolt, steel strand wires, described sample groove is fixedly connected on frame mid portion, described overflow groove is placed in sample groove bottom, described permeable stone is placed in sample groove top and the bottom respectively, the through sample trench bottom of described seepage flow spillway hole is also evenly arranged, described pressure-bearing cover plate is placed in permeable stone top, top and is connected with sample groove upper end by cover plate for sealing circle and its top is evenly arranged rubber hose and steel strand wires set bolt, described steel strand wires lower end is connected with steel strand wires set bolt, described pressurization cylinder upper end and framework are fixedly connected with lower end and align with described pressure-bearing cover plate,
Hydraulic servo, comprises hydraulic pump servo-control system, hydraulic pump, hydraulic tube, and described hydraulic pump servo-control system is connected with hydraulic pump, and described hydraulic pump is connected with pressurization oil cylinder by hydraulic tube;
Infiltration coefficient test mechanism, comprise supply tank, switch valve, flexible pipe, varying head piezometric tube, infiltration case, permeable stone, voltage stabilizing overflow groove, overflow groove, bearing, voltage stabilizing spout hole, pressure stabilizing tank double-edged fine-toothed comb, described supply tank is fixed on framework upper end side, described varying head piezometric tube upper end is connected with switch valve on supply tank by flexible pipe, lower end is connected with infiltration case upper end, described infiltration case to be fixed in the middle part of voltage stabilizing overflow groove by bearing and its underpart is from top to bottom equipped with permeable stone, pressure stabilizing tank double-edged fine-toothed comb, its top is from bottom to top equipped with permeable stone, voltage stabilizing spout hole, varying head piezometric tube, described overflow groove is connected with voltage stabilizing overflow groove by voltage stabilizing spout hole,
Sampling mechanism, comprise microcomputer, sampled receivers, data line, resistive flowmeter, displacement sampling thief, oil pressure is rested the head on, described displacement sampling thief upper end is fixed on described framework upper end both sides and its lower end is fixedly connected with steel strand wires, described resistive flowmeter is placed in varying head piezometric tube respectively and overflow groove is inner, described oil pressure pillow is placed in sample groove periphery of inner wall, described sampled receivers is rested the head on oil pressure respectively by data line, resistive flowmeter, microcomputer is connected, and be connected with displacement sampling thief by wireless, described microcomputer is connected with hydraulic pump servo-control system by data line.
2. crude tailings gelling aggregate seepage flow with consolidation combined test device according to claim 1, is characterized in that: described oil pressure pillow is placed in around sample groove, and is connected with sampled receivers by data line.
3. crude tailings gelling aggregate seepage flow with consolidation combined test device according to claim 1, it is characterized in that: described displacement sampling thief upper end is fixed on described framework upper end both sides and its lower end is fixedly connected with steel strand wires, and it is connected with sampled receivers by wireless.
4. crude tailings gelling aggregate seepage flow with consolidation combined test device according to claim 1, it is characterized in that: described hydraulic pump servo-control system is controlled to carry out constant voltage multistage loadings by hydraulic cylinder to sample by microcomputer, as sample deformation amount <0.01mm, press pump servo-control system automatically carries out next stage loading under microcomputer controls.
5. crude tailings gelling aggregate seepage flow with consolidation combined test device according to claim 1, it is characterized in that: described varying head piezometric tube upper end is connected with switch valve on supply tank by flexible pipe, lower end is connected with infiltration case upper end, and its inside is equipped with electromagnetic flowmeter.
6. crude tailings gelling aggregate seepage flow with consolidation combined test device according to claim 1, it is characterized in that: described voltage stabilizing spout hole is placed in infiltration case upper end and voltage stabilizing overflow groove bottom respectively, wherein permeate outside case upper end spout hole and extend voltage stabilizing overflow groove outside and built-in respective switch.
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106404607A (en) * | 2016-06-02 | 2017-02-15 | 浙江大学 | Soil column testing apparatus for simulating solute transport in consolidated soil |
| CN108956954A (en) * | 2018-09-04 | 2018-12-07 | 大连理工大学 | A kind of tilt adjustable seabed side slope Study on Earthquake Dynamic bath scaled model experimental device based on Seep- Solidifying method |
| CN109307628A (en) * | 2018-09-29 | 2019-02-05 | 中铁隧道局集团有限公司 | A kind of mud film shear strength test instrument and its method for measuring mud film shearing strength |
| CN110514570A (en) * | 2019-07-09 | 2019-11-29 | 中国矿业大学 | A kind of pressure swing permeation experimental provision |
-
2015
- 2015-03-10 CN CN201520135306.8U patent/CN204439466U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106404607A (en) * | 2016-06-02 | 2017-02-15 | 浙江大学 | Soil column testing apparatus for simulating solute transport in consolidated soil |
| CN108956954A (en) * | 2018-09-04 | 2018-12-07 | 大连理工大学 | A kind of tilt adjustable seabed side slope Study on Earthquake Dynamic bath scaled model experimental device based on Seep- Solidifying method |
| CN108956954B (en) * | 2018-09-04 | 2019-11-19 | 大连理工大学 | A kind of tilt adjustable seabed side slope Study on Earthquake Dynamic bath scaled model experimental device based on Seep- Solidifying method |
| CN109307628A (en) * | 2018-09-29 | 2019-02-05 | 中铁隧道局集团有限公司 | A kind of mud film shear strength test instrument and its method for measuring mud film shearing strength |
| CN109307628B (en) * | 2018-09-29 | 2024-04-26 | 中铁隧道局集团有限公司 | Mud film shear strength test instrument and mud film shear strength measurement method thereof |
| CN110514570A (en) * | 2019-07-09 | 2019-11-29 | 中国矿业大学 | A kind of pressure swing permeation experimental provision |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150701 Termination date: 20170310 |