CN204112301U - A kind of hole pressure touching methods probe vacuum degassing device - Google Patents
A kind of hole pressure touching methods probe vacuum degassing device Download PDFInfo
- Publication number
- CN204112301U CN204112301U CN201420565772.5U CN201420565772U CN204112301U CN 204112301 U CN204112301 U CN 204112301U CN 201420565772 U CN201420565772 U CN 201420565772U CN 204112301 U CN204112301 U CN 204112301U
- Authority
- CN
- China
- Prior art keywords
- vacuum
- hole
- storehouse
- pressure
- touching methods
- 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
Links
- 239000000523 sample Substances 0.000 title claims abstract description 30
- 238000009849 vacuum degassing Methods 0.000 title claims abstract description 14
- 239000012047 saturated solution Substances 0.000 claims abstract description 8
- 239000000243 solution Substances 0.000 abstract description 2
- 239000011148 porous material Substances 0.000 description 10
- 239000002689 soil Substances 0.000 description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 9
- 230000003068 static Effects 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000004458 analytical method Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000605 extraction Methods 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000009530 blood pressure measurement Methods 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000003750 conditioning Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009114 investigational therapy Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
Abstract
The utility model provides a kind of novel hole pressure touching methods probe vacuum degassing device, solve the problem that hole pressure touching methods probe carries out the air in pressure conduction storehouse, hole and permeable hole to be drained when vacuum degassing is saturated to be processed, structure is simple, easy to use, the accuracy that probe detects can be improved.The technical solution of the utility model is: described device comprises hole pressure touching methods probe, vacuum storehouse, pressure meter, vacuum pump, base, saturated solution is filled with in described vacuum storehouse, described hole pressure touching methods probe is located in vacuum storehouse, described vacuum pump is connected with pressure meter by tracheae, described pressure meter is connected with vacuum storehouse by tracheae, described base is provided with slideway, and described slideway is provided with and can coordinates along slideway the slide block slided, and described slide block and vacuum storehouse are connected through the hinge.
Description
Technical field
The utility model relates to geotechnical investigation field, is specifically related to a kind of hole pressure touching methods probe vacuum degassing device.
Background technology
Static sounding be the taper shape probe of some sensors that utilized to install in the soil body with accurate static(al) at the uniform velocity injection time every stress data of gathering come in real time, a soil in-situ method of testing of continuous print reflection soil property variation characteristic.Its test parameter of usually said static sounding is static point resistance and sidewall friction power.
Hole pressure (pore water pressure) static sounding adds the measurement function to soil body pore water pressure on the basis of conventionally test parameter.When popping one's head in by injection to the soil body to be measured, the pore water in the soil body press by permeable hole and hole and is conducted storehouse and be communicated with, and the pore water pressure of the soil body is delivered to the sensor for pore water pressure of inside of popping one's head in, passing hole pressure sensor and subsequent conditioning circuit can obtain pore water pressure force value.
Before carrying out hole pressure touching methods test, must carry out the saturated process of vacuum degassing to hole pressure touching methods probe, this ensures the key to the pore water pressure Measurement accuracy of the soil body.Hole pressure touching methods without the saturated process of vacuum degassing is popped one's head in, often large quantity of air is contained in pressure conduction storehouse, its hole and permeable hole, and the volume compression ratio of air and liquid is up to 100 to 1000 times, if the air in pressure conduction storehouse, hole and permeable hole is not drained, the variable quantity of soil body Pore Pressure can transmit the volume change being converted into air in way, makes sensor for pore water pressure cannot obtain the most real pore water pressure force value.
Utility model content
For solving the problem that hole pressure touching methods probe carries out the air in pressure conduction storehouse, hole and permeable hole to be drained when vacuum degassing is saturated to be processed, the utility model provides a kind of novel vacuum degassing device, structure is simple, easy to use, can improve the accuracy that probe detects.
The technical solution of the utility model is: described device comprises hole pressure touching methods probe, vacuum storehouse, pressure meter, vacuum pump, base, saturated solution is filled with in described vacuum storehouse, described hole pressure touching methods probe is located in vacuum storehouse, described base is provided with slideway, described slideway is provided with and can coordinates along slideway the slide block slided, described slide block and vacuum storehouse are connected through the hinge, and described vacuum pump is connected with pressure meter by tracheae, and described pressure meter is connected with vacuum storehouse by tracheae.
As preferably, vacuum Cang Dibuwaicebi is located at by described hinge.
As preferably, described vacuum storehouse is provided with the valve be connected with tracheae.
The beneficial effects of the utility model are: this device can make hole press probe and liquid level to be in parastate, the hole of both sides permeable hole and centre is made to press conduction storehouse to be in genesis analysis, then bubble is more conducive to tap pressure conduction storehouse under buoyancy and true hole air-extraction function, improves the discharge rate of air.This apparatus structure is simple, easy to operate, can improve the accuracy that probe detects.
Accompanying drawing explanation
Fig. 1 is the structural representation that in the utility model, vacuum storehouse is in vertical state.
Fig. 2 is the schematic diagram that the vacuum storehouse in Fig. 1 rotates to level.
Fig. 3 is the structural representation of the utility model mesopore pressure static sounding probe test side.
Fig. 4 is the schematic diagram that hole pressure touching methods probe adopts vertical mode to be vented.
Fig. 5 is the schematic diagram that hole pressure touching methods probe adopts angled manner exhaust.
Fig. 6 is the schematic diagram that hole pressure touching methods probe adopts horizontal mode described in the utility model exhaust.
Detailed description of the invention
Embodiment of the present utility model is described in detail below in conjunction with accompanying drawing.
As shown in Figure 1, the present embodiment comprises hole pressure touching methods probe 4, vacuum storehouse 2, pressure meter 6, vacuum pump 1, base 10, saturated solution 3 is filled with in vacuum storehouse 2, hole pressure touching methods probe 4 is located in vacuum storehouse 2, base 10 is provided with slideway 7, slideway 7 is provided with and can coordinates along slideway the slide block 9 slided, and slide block 9 is connected by hinge 8 with vacuum storehouse 2; Vacuum pump 1 is connected with pressure meter 6 by tracheae, and pressure meter 6 is connected with vacuum storehouse 2 by tracheae.
In the present embodiment, vacuum storehouse 2 bottom outside wall is located at by hinge 8, and vacuum storehouse 2 is provided with the valve 5 be connected with tracheae.
As shown in Figure 4 and Figure 5, adopt and pop one's head in vertically or angled manner exhaust, due to the buoyancy of saturated solution, part bubble 11 can remain in pressure conduction storehouse, hole and can not discharge.As depicted in figs. 1 and 2, when using this device to carry out the saturated process of vacuum degassing, vacuum storehouse is moved right along slideway, and be rotated counterclockwise vacuum storehouse to level, so just make hole pressure touching methods pop one's head in and be in level, the pressure conduction storehouse 41, hole of probe test side and the permeable hole 42 of both sides are in genesis analysis, as shown in Figure 6.So when carrying out the saturated process of vacuum degassing, bubble in pressure conduction storehouse, hole and permeable hole is constantly discharged from the permeable hole of top under the air-extraction function of saturated solution buoyancy and vacuum pump, owing to adopting the exhaust passage making probe front end in this way, namely hole pressure conduction storehouse is identical with the direction of saturated solution buoyancy with the passage that permeable hole is formed, therefore, it is possible to discharged by the bubble in pressure conduction storehouse, hole and permeable hole to greatest extent, ensure the precision of hole pressure touching methods probe when detecting.
In sum, the utility model by arranging slideway on base, and slided and can rotate to level in vacuum storehouse and the hinged vacuum storehouse that enables of slide block on base, hole pressure touching methods is popped one's head in and is in level thus makes hole press conduction storehouse to become vertical state with the exhaust passage that permeable hole is formed, thus better air is discharged by the buoyancy of saturated solution and vacuum suction effect.
Claims (3)
1. a hole pressure touching methods probe vacuum degassing device, it is characterized in that: described device comprises hole pressure touching methods probe, vacuum storehouse, pressure meter, vacuum pump, base, saturated solution is filled with in described vacuum storehouse, described hole pressure touching methods probe is located in vacuum storehouse, described base is provided with slideway, described slideway is provided with and can coordinates along slideway the slide block slided, and described slide block and vacuum storehouse are connected through the hinge; Described vacuum pump is connected with pressure meter by tracheae, and described pressure meter is connected with vacuum storehouse by tracheae.
2. a kind of hole pressure touching methods probe vacuum degassing device according to claim 1, is characterized in that: vacuum Cang Dibuwaicebi is located at by described hinge.
3. a kind of hole pressure touching methods probe vacuum degassing device according to claim 1, is characterized in that: described vacuum storehouse is provided with the valve be connected with tracheae.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420565772.5U CN204112301U (en) | 2014-09-28 | 2014-09-28 | A kind of hole pressure touching methods probe vacuum degassing device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420565772.5U CN204112301U (en) | 2014-09-28 | 2014-09-28 | A kind of hole pressure touching methods probe vacuum degassing device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204112301U true CN204112301U (en) | 2015-01-21 |
Family
ID=52329629
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201420565772.5U Active CN204112301U (en) | 2014-09-28 | 2014-09-28 | A kind of hole pressure touching methods probe vacuum degassing device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204112301U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110241803A (en) * | 2019-06-21 | 2019-09-17 | 席早阳 | Dual chamber hole pressure touching methods vacuum is saturated machine |
US10538891B2 (en) | 2016-06-08 | 2020-01-21 | Alma Mater Studiorum—Universita' di Bologna | Penetrometer |
CN111877299A (en) * | 2020-08-06 | 2020-11-03 | 水利部交通运输部国家能源局南京水利科学研究院 | High-precision pore water pressure gauge based on sealing membrane |
-
2014
- 2014-09-28 CN CN201420565772.5U patent/CN204112301U/en active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10538891B2 (en) | 2016-06-08 | 2020-01-21 | Alma Mater Studiorum—Universita' di Bologna | Penetrometer |
CN110241803A (en) * | 2019-06-21 | 2019-09-17 | 席早阳 | Dual chamber hole pressure touching methods vacuum is saturated machine |
CN111877299A (en) * | 2020-08-06 | 2020-11-03 | 水利部交通运输部国家能源局南京水利科学研究院 | High-precision pore water pressure gauge based on sealing membrane |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106501151B (en) | A kind of shale aperture measurement device and method based on imbibition and ion diffusion property | |
CN203658217U (en) | Seepage starting pressure gradient test device | |
CN203785731U (en) | Device for measuring volume of irregular enclosed container | |
CN204112301U (en) | A kind of hole pressure touching methods probe vacuum degassing device | |
CN108287121B (en) | Device and method for measuring moisture characteristic curve of soil in dehumidification and moisture absorption processes | |
CN109060627A (en) | Improve the device and method of the volumetric method measurement spontaneous imbibition oil displacement efficiency of water-wet oil reservoir | |
CN103968883A (en) | Sludge detection method and instrument | |
CN202256109U (en) | Rock core self-absorption experimental apparatus for simulating formation conditions | |
CN109115993A (en) | A kind of spontaneous imbibition oil displacement efficiency measuring device of LOW PERMEABILITY RESERVOIR and method | |
CN203705435U (en) | Surface subsidence simulation test device | |
CN105547957B (en) | Soil bacterial diversity wetted front suction and rainfall spurt volume computational methods | |
CN201673107U (en) | Device for measuring saturated water conductivity of soil by variable hydraulic head method | |
CN203587138U (en) | Throw-in type liquid density and liquid level measuring device | |
CN206161087U (en) | Gassiness flow measurement gasometry meter | |
CN105717015A (en) | Meter-scale fractured rock mass permeability testing method | |
CN205538579U (en) | Lithium ion battery diaphragm porosity test system | |
CN205246139U (en) | Gas content tester | |
CN203824606U (en) | Improved battery cover volume measuring apparatus | |
CN206440585U (en) | Single core permeability test device of simulated field conditions | |
CN202421009U (en) | Detecting device for measuring density of solid matter | |
CN204405480U (en) | One is banketed density measurement device | |
CN104655235B (en) | Depth of water detection means and method in ultrasonic detecting equipment | |
CN203132949U (en) | On-line densimeter | |
CN202903641U (en) | Gel strength measuring device | |
CN102778214B (en) | A kind of method measuring capacity of jar-shaped container |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |