CN206338091U - A kind of deep wall-rock crack water automated watch-keeping facility of superelevation - Google Patents
A kind of deep wall-rock crack water automated watch-keeping facility of superelevation Download PDFInfo
- Publication number
- CN206338091U CN206338091U CN201621300504.6U CN201621300504U CN206338091U CN 206338091 U CN206338091 U CN 206338091U CN 201621300504 U CN201621300504 U CN 201621300504U CN 206338091 U CN206338091 U CN 206338091U
- Authority
- CN
- China
- Prior art keywords
- module
- pressure gauge
- rock
- keeping facility
- automated watch
- 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
Abstract
The utility model is related to a kind of deep wall-rock crack water automated watch-keeping facility of superelevation, including the data acquisition device in central control room, the interconnecting device in instrument well, multiple pressure gauge holes and computer, multiple pressure gauge holes are connected by cable with the interconnecting device, the interconnecting device is connected by cable with the data acquisition device, the data acquisition device and computer connection；Wherein, the pressure gauge hole position is in the country rock outside water curtain tunnel, and the bottom in the pressure gauge hole is provided with pressure sensor, and the pressure sensor is connected by data cable with the interconnecting device.The beneficial effects of the utility model are：The continuous acquisition and unmanned automatic data collection of wall-rock crack water water pressure around underground oil storage cavern can be achieved, and the real-time Transmission of gathered data can be realized, reduces manpower and materials cost, saves engineering cost.
Description
Technical field
The utility model is related to underground oil storage cavern technical field, and in particular to a kind of deep wall-rock crack water of superelevation is supervised automatically
Survey device.
Background technology
Underground water seal hole oil cave depot is the principal mode that large-scale crude stockpile storehouse is built at present, is less than level of ground water
Rock mass in the definite shape that is formed by hand digging and volume cavern, oil product closing will be stored using groundwater pressure
In underground storage space.In order to ensure the sealing of oil storage cavern, it will usually at some meters of elevations above oil storage cavern
Water curtain tunnel is set, and the water in water curtain tunnel is introduced into connection tunnel by earth drilling is turned on, will be adjacent using hydraulic pressure
Oil storage cavern thoroughly separate, with reach storage oil product purpose.Generally require the water curtain tunnel set above oil storage cavern
Inside first pour and fill water, it is ensured that sufficient water seal pressure.Due to the crack that rock stratum is country rock around non-uniform dielectric, oil storage cavern
Seepage can be caused when excessive, causes water curtain pressure not reach requirement, and then causes the leakage for being stored in oil storage cavern petrochina, it is dirty
Underground water is contaminated, environmental issue is caused.It therefore, it can the water pressure by monitoring surrounding wall-rock crack water, come in time to water curtain lane
Hydraulic pressure in road is adjusted, to ensure that water curtain pressure reaches requirement so that level of ground water is more guaranteed, it is ensured that oil storage cavern
Sealing effectiveness.
Utility model content
Weak point present in regarding to the issue above, the utility model provides a kind of deep wall-rock crack water of superelevation and supervised automatically
Device is surveyed, the water pressure of wall-rock crack water can be monitored automatically.
To achieve the above object, the utility model provides a kind of superelevation deep wall-rock crack water automated watch-keeping facility, including in
Entreat data acquisition device, the interconnecting device in instrument well, multiple pressure gauge holes and the computer in control room, multiple pressure gauges
Hole is connected by cable with the interconnecting device, and the interconnecting device is connected by cable with the data acquisition device, the data
Harvester and computer connection；
Wherein, the pressure gauge hole position is in the country rock outside water curtain tunnel, and the bottom in the pressure gauge hole is provided with pressure
Sensor, the pressure sensor is connected by data cable with the interconnecting device.
Further improved as the utility model, the pressure gauge hole horizontal is arranged in country rock.
Further improved as the utility model, the pressure gauge hole is vertically mounted in country rock.
Further improved as the utility model, the pressure gauge hole is tiltedly mounted in country rock.
Further improved as the utility model, the data acquisition device acquisition module includes acquisition module, processing mould
Block, transport module, display module and alarm module, the acquisition module are connected with the processing module, the processing module with
The transport module connection, the transport module is connected with the display module and alarm module.
Further improved as the utility model, the pressure sensor passes through the data cable and the collection
Module is connected.
Further improved as the utility model, the transport module is connected with the computer.
Further improved as the utility model, the transport module is wire transmission module or wireless transport module.
The beneficial effects of the utility model are：
1st, the water pressure of wall-rock crack water is monitored by setting multiple pressure gauge holes in country rock around oil storage cavern, and
When the hydraulic pressure in water curtain tunnel is adjusted, to ensure that water curtain pressure reaches requirement, it is ensured that the sealing effectiveness of oil storage cavern；
2nd, pressure sensor can with continuous monitoring, automatic monitoring, automatic transmission related data to central control room, it is automatic and
When obtain wall-rock crack water water pressure, reduce manpower and materials cost, save engineering cost；
3rd, when the water pressure of wall-rock crack water is less than default water pressure, it can be alarmed by alarm module, just
In timely processing.
Brief description of the drawings
Fig. 1 is a kind of structural representation of the deep wall-rock crack water automated watch-keeping facility of superelevation of the utility model.
In figure：
1st, data acquisition device；2nd, interconnecting device；3rd, water curtain tunnel；4th, pressure sensor；5th, data cable；6th, pressure
Count hole.
Embodiment
As shown in figure 1, a kind of deep wall-rock crack water automated watch-keeping facility of superelevation of the utility model embodiment, its feature exists
In, including the data acquisition device 1 in central control room, the interconnecting device 2 in instrument well, multiple pressure gauge holes 6 and computer, it is many
Individual pressure gauge hole 6 is connected by cable with interconnecting device 2, and interconnecting device 2 is connected by cable with data acquisition device 1, data acquisition
Device 1 and computer connection.
Pressure gauge hole 6 is located in the country rock outside water curtain tunnel 3, and the bottom in pressure gauge hole 6 is provided with pressure sensor 4, pressure
Force snesor 4 is connected by data cable 5 with interconnecting device 2.
Wherein, pressure gauge hole 6 can level be (parallel with ground surface) is arranged in country rock, or vertical (vertical with ground surface)
In country rock, or tilt and (tilted with ground surface) in country rock.
The acquisition module of data acquisition device 1 includes acquisition module, processing module, transport module, display module and alarm mould
Block.Multiple pressure sensors 4 are connected by the data cable 5 with acquisition module, and acquisition module is connected with processing module,
Processing module is connected with transport module, and transport module is connected with display module and alarm module.Acquisition module gathers pressure sensing
The pressure data of device 4, the data that processing module processing acquisition module is collected, and shown by display module, work as country rock
When the water pressure of crevice water is less than default water pressure, alarmed by alarm module, be easy to processing in time.Meanwhile, transmission
Module is connected with computer, by the data transfer handled to computer, is easy to the processing in later stage.Wherein, the transport module is
Wire transmission module or wireless transport module.
Monitoring device of the present utility model can realize the continuous acquisition of wall-rock crack water water pressure around underground oil storage cavern
With unmanned automatic data collection, and the real-time Transmission of gathered data can be realized, reduce manpower and materials cost, save engineering cost.
Preferred embodiment of the present utility model is the foregoing is only, the utility model is not limited to, for this
For the technical staff in field, the utility model can have various modifications and variations.It is all it is of the present utility model spirit and principle
Within, any modifications, equivalent substitutions and improvements made etc. should be included within protection domain of the present utility model.
Claims (8)
1. the deep wall-rock crack water automated watch-keeping facility of a kind of superelevation, it is characterised in that including the data acquisition in central control room
Interconnecting device (2), multiple pressure gauge holes (6) and computer in device (1), instrument well, multiple pressure gauge holes (6) pass through line
Cable is connected with the interconnecting device (2), and the interconnecting device (2) is connected by cable with the data acquisition device (1), the data
Harvester (1) and computer connection；
Wherein, the pressure gauge hole (6) is located in the country rock of water curtain tunnel (3) outside, and the bottom in the pressure gauge hole (6) is provided with
Pressure sensor (4), the pressure sensor (4) is connected by data cable (5) with the interconnecting device (2).
2. the deep wall-rock crack water automated watch-keeping facility of superelevation according to claim 1, it is characterised in that the pressure gauge hole
(6) it is horizontally arranged in country rock.
3. the deep wall-rock crack water automated watch-keeping facility of superelevation according to claim 1, it is characterised in that the pressure gauge hole
(6) it is vertically mounted in country rock.
4. the deep wall-rock crack water automated watch-keeping facility of superelevation according to claim 1, it is characterised in that the pressure gauge hole
(6) it is tiltedly mounted in country rock.
5. the deep wall-rock crack water automated watch-keeping facility of superelevation according to claim 1, it is characterised in that the data acquisition
Device (1) acquisition module includes acquisition module, processing module, transport module, display module and alarm module, the acquisition module
It is connected with the processing module, the processing module is connected with the transport module, the transport module and the display module
With alarm module connection.
6. the deep wall-rock crack water automated watch-keeping facility of superelevation according to claim 5, it is characterised in that the pressure sensing
Device (4) is connected by the data cable (5) with the acquisition module.
7. the deep wall-rock crack water automated watch-keeping facility of superelevation according to claim 5, it is characterised in that the transport module
It is connected with the computer.
8. the deep wall-rock crack water automated watch-keeping facility of superelevation according to claim 7, it is characterised in that the transport module
For wire transmission module or wireless transport module.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621300504.6U CN206338091U (en) | 2016-11-30 | 2016-11-30 | A kind of deep wall-rock crack water automated watch-keeping facility of superelevation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621300504.6U CN206338091U (en) | 2016-11-30 | 2016-11-30 | A kind of deep wall-rock crack water automated watch-keeping facility of superelevation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206338091U true CN206338091U (en) | 2017-07-18 |
Family
ID=59307857
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621300504.6U Active CN206338091U (en) | 2016-11-30 | 2016-11-30 | A kind of deep wall-rock crack water automated watch-keeping facility of superelevation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206338091U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019223316A1 (en) * | 2018-05-23 | 2019-11-28 | 山东科技大学 | Testing device used for determining water pressure in fracture of water injected coal seam and testing method |
-
2016
- 2016-11-30 CN CN201621300504.6U patent/CN206338091U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019223316A1 (en) * | 2018-05-23 | 2019-11-28 | 山东科技大学 | Testing device used for determining water pressure in fracture of water injected coal seam and testing method |
| AU2018424685B2 (en) * | 2018-05-23 | 2021-09-30 | Shandong University Of Science And Technology | Testing device used for determining water pressure in fracture of water injected coal seam and testing method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104005363A (en) | Three-dimensional underground pressure-bearing water flow-subway tunnel structure interaction simulating device | |
| CN110905403B (en) | Construction method of large-diameter groundwater environment monitoring well | |
| CN104569341A (en) | Vacuum preloading and electroosmosis combined testing device and vacuum preloading and electroosmosis combined testing method | |
| CN106679735B (en) | A kind of more water kind real-time monitoring devices in ore deposit refuse dump and application method | |
| CN206668328U (en) | A kind of hole drilling type rock stratum sedimentation monitoring system | |
| CN105333904A (en) | Coal rock upward borehole gas parameter measurement method | |
| CN103643935B (en) | Underground water seal oil storage cave depot identification of formation and water curtain hole optimization device and method | |
| CN206338091U (en) | A kind of deep wall-rock crack water automated watch-keeping facility of superelevation | |
| CN105201000A (en) | Wide foundation pit precipitation method capable of remotely monitoring | |
| CN112761729A (en) | Freezing method construction-based mine shaft temperature-displacement field coupling physical simulation experiment device and method | |
| CN205484334U (en) | Soil arid monitoring facilities | |
| CN112309088A (en) | Device for monitoring and early warning karst collapse by utilizing soil cave gas and working method | |
| CN201857953U (en) | Advanced abutment pressure monitoring device on coal face | |
| CN102589639B (en) | Observation system for saturation line of dam body of tailing reservoir | |
| CN206458505U (en) | A kind of pressure gauge hole for measuring wall-rock crack water pressure | |
| CN203772243U (en) | Underground displacement automatic monitor | |
| CN102183282A (en) | Device for monitoring leachate height of house refuse landfill | |
| CN207484536U (en) | Deviational survey protection of pipe structure | |
| CN203655210U (en) | Plugging device and monitoring instrument for monitoring water head of aquifer | |
| CN206114063U (en) | Underground water level monitoring device | |
| CN207148097U (en) | A kind of underground coal gasification(UCG) coal gas loss boundary demarcation system | |
| CN206311600U (en) | A kind of geological stress changes liquid-phase detection device | |
| CN206208438U (en) | A kind of pressure gauge hole of the measurement wall-rock crack water pressure based on low pressure underground water | |
| CN105256785A (en) | Device capable of repeatedly utilizing pore water pressure gauges and manufacturing method of device | |
| CN103615235B (en) | The method that a kind of potassium salt solid mineral drilling solution method molten chamber liquid level measures supervision in real time |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190910 Address after: 100007 Beijing, Dongzhimen, North Street, No. 9, No. Co-patentee after: China Petroleum Pipeline Bureau Engineering Co., Ltd. Patentee after: China Petroleum and Natural Gas Group Co., Ltd. Co-patentee after: China Petroleum Pipeline Engineering Corporation Address before: 100007 Beijing, Dongzhimen, North Street, No. 9, No. Co-patentee before: China Petroleum Pipeline Bureau Engineering Co., Ltd. Patentee before: China National Petroleum Corporation |