CN204831936U - Consider rock swelling test appearance that soaks - air -dry ringing - Google Patents
Consider rock swelling test appearance that soaks - air -dry ringing Download PDFInfo
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- CN204831936U CN204831936U CN201520585719.6U CN201520585719U CN204831936U CN 204831936 U CN204831936 U CN 204831936U CN 201520585719 U CN201520585719 U CN 201520585719U CN 204831936 U CN204831936 U CN 204831936U
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- ringing
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Abstract
The utility model provides a consider rock swelling test appearance that soaks - air -dry ringing realizes through following scheme: the utility model provides a consider rock swelling test appearance that soaks - air -dry ringing includes inclosed soaking - air -dry the container, soak - air -dry and establish a plurality of electronics displacement sensor in the container, water supply equipment through the feed pipe with soak - air -dry the inside intercommunication of container, the pressure control system feeds through through giving the trachea and soaking - air -dries container inside, soak - air -dry and establish metal rack sample platform in the container set up the type of falling T lug on the metal rack sample platform, rock sample, thin layer filter paper and metal porous disk place in proper order on metal rack sample platform. The utility model has the advantages of, through simulation storehouse bank slope falling zone soak - air -dry the ringing process, solved ordinary rock dilatometer and can't simulate the shortcoming that storehouse water pressure conditional sum soaks - air -dry the ringing environment simultaneously, improved the accuracy that rock expansion deformation tested.
Description
Technical field
The utility model relates to a kind of consideration storehouse, reservoir stability falling zone water pressure eustasy, the rock expansion instrument of immersion-air-dry ringing; A kind of rock expansion tester considering immersion-air-dry ringing specifically.
Background technology
After Three Gorges Projects are completed, storehouse water every year all by the operation plan by " winter stores full in summer " between the flood control level and the reservoir impoundment power generation water level of 175m of 145m or slowly or be fast elevated, form a Ku Shui falling zone up to 30m.Under the condition of storehouse water significantly fluctuation, falling zone part Rock And Soil be periodically in soak and air-dry replace dynamic.Research shows, the deformation failure of these reservoir stability, and often closely related with water-rock effect, by the impact of water translocation, soft rock easily produces swell-shrinking deformation, and mechanical characteristic is deteriorated gradually, produces serious threat to the long-time stability of Geotechnical Engineering.Therefore the research of water rock chemical reaction be also subject to showing great attention to of academia and engineering circles.
At present, mainly concentrating on various rock water absorption character, waterstone mechanical characteristic, the mechanics effect of water_rock reaction, water about the research of water rock chemical reaction to meet in the microstructure characteristic after water and softening mechanism of disintegration etc. on the impact of dynamic rock mechanics characteristic, rock, for the expansion character research of reservoir stability falling zone soft rock under reservoir level repeatedly eustasy effect seldom.
Utility model content
The purpose of this utility model is by providing a kind of equipment, for simulating the actual Environmental effect of reservoir stability falling zone, considers water pressure eustasy and immersion-air-dry ringing, measures free expansion and the sidewise restraint dilatational strain amount of rock.
In order to realize this utility model object, the utility model
oneplant and consider that the rock expansion tester of immersion-air-dry ringing is achieved by the following scheme:
oneplant and consider that the rock expansion tester of immersion-air-dry ringing comprises airtight immersion-air-dry container, multiple electronic displacement sensor is established in immersion-air-dry container, waterworks are communicated with immersion-air-dry internal tank by feed pipe, and control pressurer system is by being communicated with immersion-air-dry internal tank to tracheae;
Establish metal truss sample platform in described immersion-air-dry container, described metal truss sample platform arranges inverted T shape projection, rock sample, thin layer filter paper and metal porous disc order is placed in metal truss sample platform.
Further, rock expansion tester also comprises air drying system, and air drying system is communicated with immersion-air-dry internal tank by ventilation duct.
Further, control pressurer system comprises nitrogen cylinder and is located at the tensimeter on nitrogen cylinder, to tracheae by tensimeter be located at soak-air-dry container in pressure air bag be communicated with.
Further, waterworks comprise reserve tank, and reserve tank is communicated with immersion-air-dry internal tank by feed pipe, and water pump installed by feed pipe.
Further, air drying system comprises the air intake valve be located on ventilation duct, and air intake valve is connected with air-blast device with resistive heater successively.
Further, be provided with gas outlet at described immersion-air-dry upper vessel portion, gas outlet is connected with valve of giving vent to anger.
Further, electronic displacement sensor push rod is by copper sheet and rock sample contacts side surfaces.
Further, rock expansion tester also comprises the permeable becket be enclosed within rock sample, and metal truss sample platform is provided with draw-in groove, and metal collar lower end is fixed in the draw-in groove in metal truss sample platform.
Further, electronic displacement sensor 9 is connected with computing machine 23 by static resistance strainmeter 22.
The utility model has the advantage of, can the environmental baseline of accurate simulation reservoir stability falling zone Ku Shui eustasy repeatedly, the deflection that the free expansion of Measurement accuracy rock and sidewise restraint are expanded.
figure of description
Fig. 1 is the overall plan view of this utility model.
Fig. 2 is the detail drawing of dankness type becket in this utility model.
Fig. 3 is that this utility model is carried out without the detail drawing during limit bloating test of side.
Fig. 4 is the detail drawing that this utility model carries out when free expansion is tested.
As in figure, 1-valve of giving vent to anger, 2-rock sample, 3-pressure air bag, 4-air pressure adjustment valve, 5-tensimeter, 6-nitrogen cylinder, 7-reserve tank, 8-water pump, 9-electronic displacement sensor, 10-cover plate, 11-add fixing bolt, 12-test instrument housing, 13-reinforcing rod, 14-base, 15-metal load plate, 16-metal porous disc, 17-thin layer filter paper, 18-draw-in groove, 19-inverted T shape projection, 20-metal truss sample platform, 21-inlet valve, 22-static resistance strainmeter, 23-computing machine, 24-flowing water Valve, 25-permeable becket, 26-resistive heater, 27-air-blast device, 28-air intake valve, 29-valve of giving vent to anger, 30-copper sheet, 31-air intake valve, 32-permeable hole, 33-column.
Embodiment
The embodiment of this utility model is described below in conjunction with accompanying drawing, but not as the restriction to utility model content:
As in Fig. 1,
oneplant and consider that the rock expansion tester rock of immersion-air-dry ringing comprises airtight immersion-air-dry container, preferably, immersion-air-dry container comprises test instrument housing 12, and be located at the cover plate 10 on test instrument housing 12 top, the base 14 of bottom, be provided with between cover plate 10 and base 14 and add the fixing reinforcing rod 13 of fixing bolt 11, multiple electronic displacement sensor 9 is established in immersion-air-dry container, respectively vertically, laterally disposed electronic displacement sensor 9, waterworks are communicated with immersion-air-dry internal tank by feed pipe, control pressurer system is by being communicated with immersion-air-dry internal tank to tracheae,
Metal truss sample platform 20 is established in immersion-air-dry container, described metal truss sample platform 20 arranges inverted T shape projection 19, rock sample 2, thin layer filter paper 17 and metal porous disc 16 order are placed on metal truss sample platform 20, rock sample 2 top is preferably also provided with thin layer filter paper 17 and metal porous disc 16, preferred further, metal porous disc 16 on rock sample 2 is also provided with metal load plate 15, during mensuration, the push rod of vertical electronic displacement sensor 9 is set directly at the top of metal porous disc 16 or is arranged on metal load plate 15, and with the axle center of rock sample 2 on the same axis, side direction electronic displacement sensor 9 is arranged symmetrically in the middle part of rock sample 2 side, and point to the axle center of rock sample, preferably, the push rod of side direction electronic displacement sensor 9 is by copper sheet 30 and rock sample 2 contacts side surfaces.
Preferably, rock expansion tester also comprises air drying system, and air drying system comprises the air intake valve 31 be located on ventilation duct, and air intake valve 31 is connected with air-blast device 27 with resistive heater 26 successively, accesses in test instrument housing 12 from preferred base 14 to tracheae.During mensuration, open air intake valve 31, in test instrument housing 12, pass into the air after being heated by resistive heater 26, in order to the rock sample 2 in air-dry metal truss sample platform 20.
Preferably, control pressurer system comprises nitrogen cylinder 6 and is located at the tensimeter 5 on nitrogen cylinder 6, to tracheae by tensimeter 5 be located at soak-air-dry container in pressure air bag 3 be communicated with, preferably, valve 29 of giving vent to anger is provided with between tensimeter 5 and nitrogen cylinder 6, air pressure adjustment valve 4 and air valve door 28 is provided with between tensimeter 5 and pressure air bag 3, preferably, access in test instrument housing 12 to tracheae from base 14, during mensuration, inflate to control the air pressure in immersion-air-dry container to pressure air bag 3 by nitrogen cylinder 6.
Preferably, waterworks comprise reserve tank 7, and reserve tank 7 is communicated with immersion-air-dry internal tank by feed pipe, feed pipe is installed water pump 8, between reserve tank 7 and water pump 8, be provided with flowing water Valve 24, between water pump 8 and test instrument housing 12, be provided with inlet valve 21.
Preferably, be provided with gas outlet on cover plate 10 top, gas outlet is connected with valve 1 of giving vent to anger.
Preferably, as in Fig. 2, rock expansion tester also comprises the permeable becket 25 be enclosed within rock sample 2, metal truss sample platform 20 is provided with draw-in groove 18, metal collar 25 lower end is fixed in the draw-in groove 18 in metal truss sample platform 20, when measurement has side to limit vertical swell increment, unload side direction electronic displacement sensor 9, metal load plate 15 is placed at top, and vertical electronic displacement sensor 9 is set on metal load plate 15, and rock sample 2 is arranged in permeable metal collar 25, metal collar 25 lower end is fixed in the draw-in groove 18 in metal truss sample platform 20.
Preferably, electronic displacement sensor 9 is connected with computing machine 23 by static resistance strainmeter 22, during mensuration, by static resistance strainmeter 22 by the data of electronic displacement sensor 9 input computing machine 23.
This instrument is divided into free expansion measurement amount and side limit constraint swell increment to measure two kinds of embodiments:
(1): free expansion measurement amount:
1. as in Fig. 3, rock sample is put in the metal truss sample platform 20 of immersion-air-dry internal tank, and is fixed on inverted T shape projection 19 at the metal porous disc that rock sample 2 upper and lower side places metal porous disc 16(lower end respectively) and thin layer filter paper 17;
2. install electronic displacement sensor 9 respectively on rock sample 2 top and monosymmetric centre, one piece of copper sheet 30 should be placed by both sides displacement transducer 9 push rod and rock sample contacts side surfaces place;
3. every 10min recorded bit displacement sensor 9 reading once, until continuous three readings are constant;
4. open inlet valve 21, slowly added water in immersion-air-dry container by feed pipe, after topped up with water, open the valve 29 of giving vent to anger of air valve door 28 and gas bomb 6, by slowly pressurizeing to tracheae to the pressure air bag 3 in immersion-air-dry container, adjustable pressure control valve 4 makes the display air pressure of rain glass 5 equal with the storehouse water pressure of test simulation.When rock sample 2 expands, electronic displacement sensor 9 is measured axially and the dilatational strain amount of side direction respectively, is shown the swell increment of rock by computing machine 23;
5. in 1h, survey read distortion once every 10min, survey every 1h later and read distortion once, until adjacent three difference of readings are not more than 0.001mm can think stable, but the submerging test time must not be less than 48h.Water pressure should be kept in whole process of the test constant, and water temperature must not change and is greater than 2 DEG C;
6. soak after terminating, close the valve 29 of giving vent to anger of gas bomb 6, open air valve door 28, by gas in pressure air bag 3 being discharged to tracheae, water is discharged in reserve tank 7 by water pump 8, open air intake valve 31 afterwards, the air after being heated by resistive heater 26 is passed in immersion-air-dry container, in order to the moisture in air-dry rock sample 2, air-dry time is that 48h(also can be adjusted according to the reservoir stability falling zone actual air-dry time of Rock And Soil), air-dry temperature controls below 40 DEG C (also visual concrete condition makes suitable adjustment) in addition.In like manner measure the swell increment of rock under air dried condition again.
(2): side limit constraint swell increment is measured:
1. as in Fig. 4, permeable becket 25 is installed on metal truss sample platform 20, and at surrounding groove 18 internal fixtion, then bottom it, place a metal porous disc 16(sheet metal be fixed on inverted T shape projection 19) and a slim filter paper 17, then rock sample 2 is placed, it is placed a slim filter paper 17 and one piece of metal porous disc 16 again, finally place fixing metal load plate 15 at top, and at metal load plate 15 end face, vertical electronic displacement sensor 9 is installed.The quality of metal load plate 15 should be able to produce the pressure of 5kPa to rock sample;
2. every 10min recorded bit displacement sensor 9 reading once, until continuous three readings are constant;
3. open inlet valve 21, slowly added water in immersion-air-dry container by feed pipe, after topped up with water, open the valve 29 of giving vent to anger of air valve door 28 and gas bomb 6, by slowly pressurizeing to tracheae to the pressure air bag 3 in immersion-air-dry container, adjustable pressure control valve 4 makes the display air pressure of rain glass 5 equal with the storehouse water pressure of test simulation.When rock sample 2 expands, electronic displacement sensor 9 is measured axially and the dilatational strain amount of side direction respectively, is shown the swell increment of rock by computing machine 23;
4. in 1h, survey read distortion once every 10min, survey every 1h later and read distortion once, until adjacent three difference of readings are not more than 0.001mm can think stable, but the submerging test time must not be less than 48h.Water pressure should be kept in whole process of the test constant, and water temperature must not change and is greater than 2 DEG C.
5. soak after terminating, close the valve 29 of giving vent to anger of gas bomb 6, open air valve door 28, by gas in pressure air bag 3 being discharged to tracheae, water is discharged in reserve tank 7 by water pump 8, open air intake valve 31 afterwards, the air after being heated by resistive heater 26 is passed in immersion-air-dry container, in order to the moisture in air-dry rock sample 2, air-dry time is that 48h(also can be adjusted according to the reservoir stability falling zone actual air-dry time of Rock And Soil), air-dry temperature controls below 40 DEG C (also visual concrete condition makes suitable adjustment) in addition.In like manner measure the swell increment of rock under air dried condition again.
Claims (9)
1.
oneplant the rock expansion tester considering immersion-air-dry ringing, it is characterized in that: described rock expansion tester comprises airtight immersion-air-dry container, multiple electronic displacement sensor (9) is established in immersion-air-dry container, waterworks are communicated with immersion-air-dry internal tank by feed pipe, and control pressurer system is by being communicated with immersion-air-dry internal tank to tracheae;
Metal truss sample platform (20) is established in described immersion-air-dry container, described metal truss sample platform (20) arranges inverted T shape projection (19), and rock sample (2), thin layer filter paper (17) and metal porous disc (16) order is placed in metal truss sample platform (20).
2. according to claim 1
oneplant the rock expansion tester considering immersion-air-dry ringing, it is characterized in that: described rock expansion tester also comprises air drying system, air drying system is communicated with immersion-air-dry internal tank by ventilation duct.
3. according to claim 1
oneplant the rock expansion tester considering immersion-air-dry ringing, it is characterized in that: described control pressurer system comprises nitrogen cylinder (6) and is located at the tensimeter (5) on nitrogen cylinder (6), to tracheae by tensimeter (5) be located at soak-air-dry container in pressure air bag 3 be communicated with.
4. according to claim 1
oneplant the rock expansion tester considering immersion-air-dry ringing, it is characterized in that: described waterworks comprise reserve tank (7), reserve tank (7) is communicated with immersion-air-dry internal tank by feed pipe, feed pipe is provided with water pump (8).
5. according to claim 2
oneplant the rock expansion tester considering immersion-air-dry ringing, it is characterized in that: described air drying system comprises the air intake valve (31) be located on ventilation duct, and air intake valve (31) is connected with air-blast device (27) with resistive heater (26) successively.
6. according to claim 1
oneplant the rock expansion tester considering immersion-air-dry ringing, it is characterized in that: be provided with gas outlet at described immersion-air-dry upper vessel portion, gas outlet is connected with valve of giving vent to anger (1).
7. according to claim 1
oneplant the rock expansion tester considering immersion-air-dry ringing, it is characterized in that: described electronic displacement sensor (9) is by copper sheet (30) and rock sample (2) contacts side surfaces.
8. according to claim 1
oneplant the rock expansion tester considering immersion-air-dry ringing, it is characterized in that: described rock expansion tester also comprises the permeable becket (25) be enclosed within rock sample (2), metal truss sample platform (20) is provided with draw-in groove (18), and metal collar (25) lower end is fixed in the draw-in groove (18) in metal truss sample platform (20).
9. according to claim 1
oneplant the rock expansion tester considering immersion-air-dry ringing, it is characterized in that: described electronic displacement sensor (9) is connected with computing machine (23) by static resistance strainmeter (22).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520585719.6U CN204831936U (en) | 2015-08-06 | 2015-08-06 | Consider rock swelling test appearance that soaks - air -dry ringing |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520585719.6U CN204831936U (en) | 2015-08-06 | 2015-08-06 | Consider rock swelling test appearance that soaks - air -dry ringing |
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| CN204831936U true CN204831936U (en) | 2015-12-02 |
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| CN201520585719.6U Expired - Fee Related CN204831936U (en) | 2015-08-06 | 2015-08-06 | Consider rock swelling test appearance that soaks - air -dry ringing |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105043889A (en) * | 2015-08-06 | 2015-11-11 | 三峡大学 | Rock expansion testing apparatus with soaking-air drying circulation effect considered |
| CN110686969A (en) * | 2019-04-03 | 2020-01-14 | 东南大学 | Method for testing dynamic modulus of asphalt mixture in semicircular bending loading mode |
| CN113820210A (en) * | 2021-09-13 | 2021-12-21 | 华能澜沧江水电股份有限公司 | Rotary rockfill triaxial dry-wet cycle test device and test method |
| CN114279922A (en) * | 2020-09-27 | 2022-04-05 | 中国石油天然气集团有限公司 | Shale water absorption testing device and testing method |
-
2015
- 2015-08-06 CN CN201520585719.6U patent/CN204831936U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105043889A (en) * | 2015-08-06 | 2015-11-11 | 三峡大学 | Rock expansion testing apparatus with soaking-air drying circulation effect considered |
| CN105043889B (en) * | 2015-08-06 | 2017-09-05 | 三峡大学 | It is a kind of to consider the rock expansion tester that immersion air-dries ringing |
| CN110686969A (en) * | 2019-04-03 | 2020-01-14 | 东南大学 | Method for testing dynamic modulus of asphalt mixture in semicircular bending loading mode |
| CN114279922A (en) * | 2020-09-27 | 2022-04-05 | 中国石油天然气集团有限公司 | Shale water absorption testing device and testing method |
| CN113820210A (en) * | 2021-09-13 | 2021-12-21 | 华能澜沧江水电股份有限公司 | Rotary rockfill triaxial dry-wet cycle test device and test method |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151202 Termination date: 20160806 |
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| CF01 | Termination of patent right due to non-payment of annual fee |