CN110426503A - Multiple operation load for solution cavity biogas stratum induces surface subsidence prevention and control device - Google Patents
Multiple operation load for solution cavity biogas stratum induces surface subsidence prevention and control device Download PDFInfo
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- 230000002265 prevention Effects 0.000 title claims abstract description 24
- 230000008021 deposition Effects 0.000 claims description 87
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- 238000012544 monitoring process Methods 0.000 claims description 40
- 238000004088 simulation Methods 0.000 claims description 39
- 238000004062 sedimentation Methods 0.000 claims description 35
- 239000002689 soil Substances 0.000 claims description 32
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 19
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- 230000003534 oscillatory effect Effects 0.000 claims description 11
- 238000001556 precipitation Methods 0.000 claims description 11
- 230000007257 malfunction Effects 0.000 claims description 8
- 238000005507 spraying Methods 0.000 claims description 7
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C5/00—Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
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- G01H—MEASUREMENT OF MECHANICAL VIBRATIONS OR ULTRASONIC, SONIC OR INFRASONIC WAVES
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- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
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Abstract
The application belongs to operation load and induces surface subsidence Control Technology field, provides a kind of multiple operation load induction surface subsidence prevention and control device for solution cavity biogas stratum.The application can the highly dense area in simcity multiple operation load caused surface subsidence under different operation operating conditions above and below the ground simultaneously, and obtain accurately surface subsidence data, occurred with effective prevention and control Earth Subsidence Hazards；Influence of high-pressure marsh gas strata of the application energy simcity highly dense area's metro operation area containing solution cavity to surface subsidence, and the high-pressure marsh gas strata containing solution cavity can be obtained to the regularity of distribution of surface subsidence, to reduce the risk that high-pressure marsh gas strata containing solution cavity carries out subway work, construction cost is reduced；The application can obtain surface subsidence data caused by the highly dense area's metro operation in city under conditions of different rainfalls, to reduce the various risks that anti-flood season Urban Metro Construction causes, save the duration, it is ensured that the safety of subway work.
Description
Technical field
The application belongs to operation load and induces surface subsidence Control Technology field, is used for solution cavity biogas more particularly, to one kind
The multiple operation load on stratum induces surface subsidence prevention and control device.
Background technique
With the rapid development of science and technology and urban planning is constantly progressive, and urban track traffic increasingly becomes citizen and go out
The optimal selection of row and life.Urban rail transit net is intricate, and some is built in underground, and some is built in ground, has
Be it is multiple overlap construction, regardless of mode of construction, all by the central area in city, brought greatly to the trip of people
It is convenient.But by the urban track traffic of down town, there are the particularity such as intensive, densely populated, the business prosperity of building,
And urban track traffic operation generate vibration be universally acknowledged one of seven big public hazards, it can cause foundation soil vibration fall into, biogas
Leakage causes the intensive buildings or structures of stratum SEA LEVEL VARIATION locating for surface subsidence, tunnel, Tunnel Water Leakage, tunnel nearby sphere to incline
Tiltedly cracking etc., the safe great adverse effect of generation of normal operation and use to urban track traffic.
The existing vibration research caused by urban track traffic is mainly three kinds of methods, is theory analysis sum number respectively
Value calculates, simulating lab test and field measurement are tested.Theoretical analysis and numerical method excessively theorizes, urban track traffic
Vibration is one and is related to various global questions, only is difficult to comprehensively consider various aspects factor by theory analysis；
Field measurement experiment can obtain true data, but since engineering geological condition and ambient enviroment are also extremely complex, due to by
The limitation of project cost and duration, the geologic(al) factor and environmental variance of research are difficult diversification, thus the research conclusion office obtained
It is sex-limited big and time-consuming and laborious；All kinds of complex conditions at the simulating lab test scene of can simulating, can truly simcity track
Traffic operation environment, influence of the energy simcity rail transportation operation oscillatory load to surrounding enviroment, is a kind of at low cost, data
Really, the reliable experimental method of conclusion.Three of the above method, it is existing research without reference under artificial rainfall condition contain solution cavity
The highly dense area in the city on biogas stratum, it is heavy that ground high-speed rail runs induction ground under load and underground metro operation load synergy
The Control Technology of drop is studied, and therefore, how the multiple operation load in highly dense area on effective prevention and control biogas containing solution cavity stratum induces ground
Face sedimentation, can grasp the safety profile of urban track traffic operation in real time, for operation phase subway tunnel, neighbouring buildings or structures
Stability assessment scientific basis is provided, can effective prevention and control Earth Subsidence Hazards generation.
Summary of the invention
In order to overcome the above-mentioned deficiencies of the prior art, the purpose of the application is to provide a kind of for the more of solution cavity biogas stratum
Operation load induces surface subsidence prevention and control device again, the device have can biogas stratum of the highly dense area in simcity containing solution cavity,
The features such as accurate and reliable, true to nature, the efficiency height at low cost of multiple operation oscillatory load environment of Ground Subsidence Monitoring data.
In order to achieve the above objectives, this application provides following technical solutions:
A kind of multiple operation load induction surface subsidence prevention and control device for solution cavity biogas stratum, including displacement sensing system
System, vibration sensing system, delaminating deposition marks monitor system, excitation system, operation tunnel, function signal generator, power amplification
Device, vialog, Ground Subsidence Monitoring instrument, intensive building, tunnel upper banket, tunnel trunk bankets, tunnel bottom bankets, greatly
Type Geological Model molding box, the first output cable, the second output cable, delaminating deposition amount logging system, survey example slant well system, fixator,
Gasbag-type solution cavity biogas stratum simulation system, pressure limiting plate, pressure-limiting loop, natural precipitation simulation system；
Tunnel bottom bankets, tunnel trunk bankets and fills out with tunnel upper for bottom-up successively filling in large-scale Geological Model molding box
Soil；Tunnel trunk bankets interior setting operation tunnel；Intensive building includes the first buildings model, the second buildings model, and first builds
Build model, the second buildings model is respectively arranged at the upper surface that tunnel upper bankets, built with the earth's surface in the highly dense area in simcity
Build object；
Tunnel trunk bankets, and there are two gasbag-type solution cavity biogas stratum simulation systems for middle setting, are respectively positioned on the outer of operation tunnel
Wall upper end, and it is equidistant away from laying, it can be set at 1/3,2/3 position along operation tunnel longitudinal direction；Gasbag-type solution cavity biogas
Stratum simulation system include self-closing Gas controller, biogas arachnoid air bag, solution cavity arch air bag, pressure limiting mouth, appendix,
Solution cavity after lower natural pond body, air bag release；Several biogas arachnoid air bags are laid in solution cavity arch gas in arachnoid by its bottom
It on capsule, and is connected to solution cavity arch air bag, while pressure limiting mouth is arranged in the top of biogas arachnoid air bag, and pressure limiting mouth passes through pressure limiting
Ring and pressure limiting plate are glued；Solution cavity arch air bag is installed on the holder, and the inner wall of fixator and operation tunnel is glued, while solution cavity
Self-closing Gas controller is arranged in arch inside air bag, and one end of appendix passes through fixator and self-closing Gas controller connects
It connects, the appendix other end is connect with external artificial bionethanation system；
Natural precipitation simulation system includes spraying rainfall simulator, flow control meter, swingle, water pipe；Spray rainfall mould
Quasi- device is arranged above large-scale Geological Model molding box, and is connect by swingle with flow control meter, and flow control meter passes through water pipe
It is connect with external water source, the water size that rainfall simulator sprays out is sprayed by flow control meter control, passes through swingle control
System sprays the angle of rainfall simulator spray；Meanwhile the bottom of large-scale Geological Model molding box offers discharge outlet, for draining；
Excitation system includes the first vibration excitor, the second vibration excitor, and the inside center axis of the first vibration excitor, the second vibration excitor
Place is provided with exciting stick, and the first vibration excitor is set to the inner hub location of operation tunnel, and the second vibration excitor is set to tunnel
The upper surface and the center between the first buildings model, the second buildings model that top is banketed；
Function signal generator is connect by the first output cable with power amplifier, and power amplifier passes through the second output
Cable is connect with the first vibration excitor, the second vibration excitor；The frequency of operation load is inputted by function signal generator, and defeated
It send to power amplifier, controls the first vibration excitor and the second vibration excitor output various amplitude and frequency respectively by power amplifier
Vibration, to simulate oscillatory load caused by underground metro operation and urban track traffic are runed；
Displacement sensing system is set to tunnel upper and bankets the first predeterminated position of upper surface and its inside, and heavy with ground
Drop monitor connection, by Ground Subsidence Monitoring instrument monitor tunnel upper banket upper surface and its inside the first predeterminated position soil
The surface subsidence caused after body vibration；
Vibration sensing system is set to tunnel upper and bankets the second predeterminated position of upper surface, fills out for incuding tunnel upper
Oscillatory load caused by the urban track traffic operation of second predeterminated position of native upper surface and underground metro operation；Vialog with
Vibration sensing system connection, for monitor tunnel upper banket upper surface the second predetermined position urban track traffic operation and
Surface subsidence caused by the metro operation of underground；
Delaminating deposition marks monitoring system is set at the different soil buried depth in large-scale Geological Model molding box；Ground Subsidence Monitoring
Instrument is connect with delaminating deposition marks monitoring system, for monitoring the soil body sedimentation in large-scale Geological Model molding box at different soil buried depth
Amount；
It surveys example slant well system to be arranged in large-scale Geological Model molding box, for measuring any position soil in large-scale Geological Model molding box
The variable quantity of the laterally offset of body.
Further, vibration sensing system includes the first vibrating sensor, the second vibrating sensor, third vibrating sensor；
First vibrating sensor is laid in the earth's surface center of large-scale Geological Model molding box, and is located at the surface of operation tunnel；
Second vibrating sensor is laid in the front of the second buildings model；Before third vibrating sensor is laid in the first buildings model
Side.
In this application, the shock wave bring that vialog mainly monitors metro operation induction is destroyed, and monitor value is mainly
Acceleration, speed.Vialog needs are connect with each vibrating sensor in vibration sensing system, because vibrating sensor is main
It is vibration signal to be converted into electric signal, vialog is mainly to be analyzed by the processing to input signal, shows adding for vibration
Speed, speed.
Further, displacement sensing system include the first displacement sensor, second displacement sensor, third displacement sensor,
4th displacement sensor, the 5th displacement sensor；
First displacement sensor is laid in the right center close to the first buildings model, and second displacement sensor is laid in tightly
The Left-side center of adjacent second buildings model, third displacement sensor are laid in the back center close to the first vibrating sensor, the
Four displacement sensors are laid in the front side center close to the first buildings model, and the 5th displacement sensor is laid in close to the second building
The front side center of model；
First displacement sensor, second displacement sensor, third displacement sensor, the 4th displacement sensor, the 5th displacement
Sensor is connect with Ground Subsidence Monitoring instrument respectively, is monitored tunnel upper by Ground Subsidence Monitoring instrument and is banketed upper surface second in advance
If the soil body settling amount of position.
Further, delaminating deposition amount logging system includes that first layer sedimentation pipe, the second delaminating deposition pipe, third layering are heavy
Drop pipe, the 4th delaminating deposition pipe；
First layer sedimentation pipe, the second delaminating deposition pipe, third delaminating deposition pipe, the 4th delaminating deposition Guan Jun are embedded in tunnel
In banketing above road, and the depth of burying of first layer sedimentation pipe, the second delaminating deposition pipe is identical, third delaminating deposition pipe, the
The depth of burying of four delaminating deposition pipes is identical, while the buried depth of first layer sedimentation pipe and the second delaminating deposition pipe is greater than third point
The buried depth of layer sedimentation pipe, the 4th delaminating deposition pipe；
First layer sedimentation pipe, the 4th delaminating deposition pipe, third delaminating deposition pipe, the second delaminating deposition pipe are sequentially located at
The front end of large-scale Geological Model molding box from right to left 1/5 at, at 2/5, at 3/5, at 4/5；
First layer sedimentation pipe, the second delaminating deposition pipe, third delaminating deposition pipe, the 4th delaminating deposition pipe are mainly used for people
Work checks the bulk settling trend of inbuilt soil body different location under multiple operation load action in large-scale Geological Model molding box；It is logical
Cross first layer sedimentation pipe, the second delaminating deposition pipe, third delaminating deposition pipe, phase of the 4th delaminating deposition pipe at different buried depth
It may determine that the settling amount of the different buried depth position soil body to differential settlement.
Further, displacement sensing system include the 6th displacement sensor, the 7th displacement sensor, the 8th displacement sensor,
9th displacement sensor；
6th displacement sensor, the 7th displacement sensor, the 8th displacement sensor, the 9th displacement sensor are respectively corresponded and are set
It sets in the bottom of first layer sedimentation pipe, the second delaminating deposition pipe, third delaminating deposition pipe, the 4th delaminating deposition pipe, and respectively
Connect with Ground Subsidence Monitoring instrument, by Ground Subsidence Monitoring instrument monitor tunnel upper banket different buried depth position the soil body settle
Amount.
In this application, Ground Subsidence Monitoring instrument is mainly the sedimentation for monitoring the earth's surface soil body caused by ground ferrikinetics is runed,
Monitor value is mainly maximum settlement, average settlement.Ground Subsidence Monitoring instrument needs to pass with each displacement in displacement sensing system
Sensor connection, because displacement sensor is and the surface subsidence by because soil movement caused by vibration is converted to resistance variations
Resistance variations are exactly converted into voltage change by monitor, then are amplified, and sedimentation and deformation numerical value is then converted into.Surface subsidence
Monitor is not solely used for monitoring, it is necessary to be used cooperatively with sensor.
Further, delaminating deposition marks monitoring system includes that first layer settles mark, the layering of the second delaminating deposition marks, third is sunk
Drop mark, the 4th delaminating deposition marks；
First layer sedimentation mark is laid at the 1/4 of large-scale Geological Model molding box left rear side side horizontal position, and the second layering is heavy
Drop mark is laid at the 1/4 of large-scale Geological Model molding box right lateral side side horizontal position, and third delaminating deposition marks are laid in large-scale geology
At the 1/4 of the left front side horizontal position of model casing, it is horizontal that the 4th delaminating deposition marks are laid in large-scale Geological Model molding box forward right side side
At the 1/4 of position, and first layer settles mark, the second delaminating deposition marks, third delaminating deposition marks, the 4th delaminating deposition target cloth
If height is equal with the height of large-scale Geological Model molding box.
Further, surveying example slant well system includes the first inclinometer pipe, the second inclinometer pipe, third inclinometer pipe；
First inclinometer pipe is laid between the first buildings model right lateral side right angle and large-scale Geological Model molding box right lateral side right angle
Center；Second inclinometer pipe be laid in the second buildings model left rear side right angle and large-scale Geological Model molding box left rear side right angle it
Between center；Third inclinometer pipe, which is laid in large-scale Geological Model molding box back side edge center and is located at, sprays rainfall simulator
Front.
Further, function signal generator is built-in with voltage knob, function signal generator switch, frequency knob, function
Signal generator power supply；
Function signal generator switch is for the on and off of control function signal generator, and voltage knob is for controlling
The size of function signal generator voltage output, frequency knob are used for the output size of control function Frequency Of Signal Generator, letter
Number signal generator power supply mainly provides power supply for the normal work of function signal generator.
Further, power amplifier is built-in with power amplifier power supply, malfunction indicator lamp, power amplifier switches, power
Amplifier knob；
Power amplifier switches are used to control the open and close of power amplifier, and malfunction indicator lamp is for showing that power is put
The failure that big device occurs, power amplifier knob are used to control the voltage and current output of power amplifier, power amplifier electricity
Source is used to provide power supply for power amplifier.
Further, self-closing Gas controller is the closed structure of falling Y shape, and the upper end enters the interior of solution cavity arch air bag
Portion, lower end are connect by fixator with appendix；
When underground natural pond, body passes through appendix under pressure and enters self-closing Gas controller, Y shape is fallen in the upper end
Closed mouth can open the inside that release underground natural pond body enters solution cavity arch air bag because of pressure, when body release in underground natural pond finishes,
The closed mouth of Y shape can be because of pressure disappearance and seal itself, it is ensured that pressure is constant.
Further, the bottom of biogas arachnoid air bag is connect with solution cavity arch air bag, and structure can also be close using Y shape
Structure is closed, inflates principle with self-closing Gas controller.
The application also provides a kind of multiple operation load induction surface subsidence in the highly dense area for the stratum of biogas containing solution cavity
Prevention and control analogy method:
First load that tunnel bottom bankets, tunnel trunk bankets, tunnel upper is filled out from bottom to top in large-scale Geological Model molding box
Delaminating deposition marks are monitored system when filling, survey example slant well system and be embedded in preset position respectively, and banketed in tunnel trunk by soil
Middle setting operation tunnel and gasbag-type solution cavity biogas stratum simulation system, tunnel upper banket surface lay intensive building,
Inside operation tunnel and excitation system is installed on tunnel upper surface of banketing respectively, on the surface that tunnel upper bankets according to intensively
The layout of groups of building installs displacement sensing system, vibration sensing system in certain distance；And by Ground Subsidence Monitoring instrument and position
Sensor-based system, delaminating deposition marks monitoring system connection are moved, vialog is connect with vibration sensing system, power amplifier is distinguished
And function signal generator, excitation system connection；Natural precipitation simulation system is set above large-scale Geological Model molding box simultaneously；
Then the precipitation for spraying rainfall simulator using flow control meter control utilizes gas to simulate natural precipitation environment
Rupture is after the staged inflation of bellows solution cavity biogas stratum simulation system makes biogas arachnoid air bag elder generation inflation with mould
The quasi- biogas stratum containing solution cavity；
The frequency of operation load is acquired by function signal generator again, and is delivered to power amplifier, is put by power
Big device controls excitation system, to export the vibration of certain amplitude and frequency, simulates underground metro operation and urban track traffic
Oscillatory load caused by runing；
By Ground Subsidence Monitoring instrument monitor tunnel upper banket upper surface and its inside the first predeterminated position soil body vibration
Soil body settling amount in the surface subsidence caused after dynamic and large-scale Geological Model molding box at different soil buried depth, is supervised by vialog
Survey tunnel upper banket upper surface the second predetermined position urban track traffic operation and underground metro operation caused by ground
Sedimentation, passes through the variable quantity of deviational survey well system measurements laterally offset of any position soil body in large-scale Geological Model molding box.
When simulating the stratum of biogas containing solution cavity, need successively to backfill tunnel bottom from bottom to top inside large-scale Geological Model molding box
Banket, tunnel trunk bankets, when tunnel trunk backfill of banketing finishes, when carrying out tunnel upper and banketing, gasbag-type solution cavity biogas
Layer simulation system must be in inflation state, and workflow is: underground natural pond body passes through external artificial bionethanation system access, and
It is delivered to solution cavity arch air bag by appendix, solution cavity arch air bag is made to be in fast aeration swelling state, and then by underground natural pond
Body continues on in biogas arachnoid air bag, expands biogas arachnoid air bag, while passing through the control of self-closing Gas controller
The underground natural pond body that system enters in the simulation system of gasbag-type solution cavity biogas stratum is in constant pressure environment, and the underground natural pond body avoided enter into is let out
Dew, and keep biogas arachnoid intracapsular pressure in the constant pressure limit of pressure-limiting loop, make gasbag-type solution cavity biogas stratum mould
Intend system generally in inflation state.When reaching this state, continue to backfill tunnel inside large-scale Geological Model molding box
Barrel bankets until preset height, so that gasbag-type solution cavity biogas stratum simulation system is embedded in tunnel trunk and bankets in stratum.
It bankets the karst cave in stratum and the cryptomere biogas stratum buried for simulation tunnel trunk, passes through self-closing gas
Controller control appendix makes underground natural pond body go successively to solution cavity arch air bag and biogas arachnoid inside air bag, and makes to enter
Underground natural pond body in biogas arachnoid air bag is more than the constant pressure of pressure-limiting loop, causes biogas arachnoid balloon rupture, by underground
Body unexpected release in natural pond enters during closely knit tunnel trunk bankets, and forms natural biogas, at the same time, biogas arachnoid air bag it is broken
The unexpected release of underground natural pond body constant in solution cavity arch air bag can be caused by splitting, and the solution cavity after forming air bag release makes day
Right solution cavity.
The application compared with prior art, have the following advantages that with the utility model has the advantages that
(1) have can ground caused by multiple operation load sinks in the highly dense area in simcity the application above and below the ground simultaneously
The advantages of drop；The application is occurred by operation tunnel and laying excitation system near intensive building by function signal
The oscillatory load that the multiple operation load of device, power amplifier simulation ground and underground generates under different operation operating conditions, energy
It obtains accurately multiple operation load and vibrates caused surface subsidence data, can effectively prevention and control Earth Subsidence Hazards occur.
(2) the application, which has, can simulate the excellent of influence of high-pressure marsh gas strata of the metro operation area containing solution cavity to surface subsidence
Point；The application is by utilizing the ladder of gasbag-type solution cavity biogas stratum simulation system in city highly dense area's metro operation region
Rupture can obtain to simulate the biogas stratum containing solution cavity and contain solution cavity after formula inflation makes biogas arachnoid air bag elder generation inflation
High-pressure marsh gas strata to the regularity of distribution of surface subsidence, reduce the risk that high-pressure marsh gas strata containing solution cavity carries out subway work,
Reduce construction cost.
(3) the application has the advantages that the highly dense area's operation load in city causes surface subsidence under energy simulated rainfall environment；
The precipitation that the application sprays rainfall simulator using flow control meter control obtains different rainfalls to simulate natural precipitation environment
Surface subsidence data caused by the highly dense area's metro operation in city under conditions of amount reduce what anti-flood season Urban Metro Construction caused
Various risks save the duration, it is ensured that the safety of subway work.
Detailed description of the invention
Fig. 1 is the main facade that the application induces surface subsidence prevention and control device for the multiple operation load on solution cavity biogas stratum
Schematic diagram.
Fig. 2 is the schematic top plan view of Fig. 1.
Fig. 3 is the 1-1 normal cross-section schematic diagram of Fig. 2.
Fig. 4 is the 2-2 normal cross-section schematic diagram of Fig. 2.
Fig. 5 is the 3-3 normal cross-section schematic diagram of Fig. 2.
Fig. 6 be Fig. 3 be rotated by 90 ° counterclockwise rear exciting stick it is not fully extended when normal cross-section operation schematic diagram.
Fig. 7 be Fig. 3 be rotated by 90 ° counterclockwise rear exciting stick it is fully extended when normal cross-section operation schematic diagram.
Fig. 8 is function signal generator and power amplifier connection schematic diagram.
Operation schematic diagram when Fig. 9 is the application solution cavity biogas stratum air bag simulation system inflation.
Figure 10 is the operation schematic diagram after the inflation rupture of the application solution cavity biogas stratum air bag simulation system.
Figure 11 is the pressure limiting mouth schematic diagram applied at the top of biogas arachnoid air bag.
Description of symbols:
1 displacement sensing system, 101 first displacement sensors, 102 second displacement sensors, 103 third displacement sensors,
104 the 4th displacement sensors, 105 the 5th displacement sensors, 106 the 6th displacement sensors, 107 the 7th displacement sensors, 108
Eight displacement sensors, 109 the 9th displacement sensors, 2 vibration sensing systems, 201 first vibrating sensors, 202 second vibrations pass
Sensor, 203 third vibrating sensors, 3 delaminating deposition marks monitoring system, 301 first layers sedimentation mark, 302 second delaminating depositions
Mark, 303 third delaminating deposition marks, 304 the 4th delaminating deposition marks, 4 excitation systems, 401 first vibration excitors, 402 second vibration excitors,
403 exciting sticks, 5 operation tunnels, 6 function signal generators, 7 power amplifiers, 8 vialogs, 9 Ground Subsidence Monitoring instrument, 1001
First buildings model, 1,002 second buildings models, 11 tunnel uppers banket, 12 tunnel trunks banket, 13 tunnel bottoms banket, 14
Large-scale Geological Model molding box, 15 first output cables, 16 second output cables, 17 power amplifier power supplies, 18 malfunction indicator lamp, 19
Power amplifier switches, 20 power amplifier knobs, 21 voltage knobs, 22 function signal generators switch, 23 frequency knobs, 24
Function signal generator power supply, 2501 first layer sedimentation pipes, 2,502 second delaminating deposition pipes, 2503 third delaminating deposition pipes,
2504 the 4th delaminating deposition pipes, 2,601 first inclinometer pipes, 2,602 second inclinometer pipes, 2603 third inclinometer pipes, 27 discharge outlet, 28 leaching
Spray rainfall simulator, 29 flow control meters, 30 swingles, 31 water pipes, 32 fixing pipes, 33 fixators, 34 solution cavity biogas formation gas
It is capsule simulation system, 3401 self-closing Gas controllers, 3402 arachnoid air bags, 3403 arch air bags, 3404 pressure limiting mouths, 3405 defeated
Air bag, 35 pressure limiting plates, 36 pressure-limiting loops after tracheae, 3406 underground gas, 3407 deflation.
Specific implementation method
The application is further described below in conjunction with the embodiment shown in that figure.
Embodiment
As shown in Fig. 1~Figure 11, a kind of multiple operation load induction surface subsidence prevention and control dress for solution cavity biogas stratum
It sets, mainly includes displacement sensing system 1, vibration sensing system 2, delaminating deposition marks monitoring system 3, excitation system 4, operation tunnel
5, function signal generator 6, power amplifier 7, vialog 8, Ground Subsidence Monitoring instrument 9, intensive building 10, tunnel upper are filled out
Soil 11, tunnel trunk banket 12, tunnel bottom banket 13, large-scale Geological Model molding box 14, the first output cable 15, second output electricity
Cable 16, power amplifier power supply 17, malfunction indicator lamp 18, power amplifier switches 19, power amplifier knob 20, voltage knob
21, function signal generator switch 22, frequency knob 23, function signal generator power supply 24, delaminating deposition amount logging system 25,
Survey example slant well system 26, discharge outlet 27, spray rainfall simulator 28, flow control meter 29, swingle 30, water pipe 31, fixing pipe 32,
Fixator 33, gasbag-type solution cavity biogas stratum simulation system 34, pressure limiting plate 35, pressure-limiting loop 36.
Displacement sensing system 1, including the first displacement sensor 101, second displacement sensor 102, third displacement sensor
103, the 4th displacement sensor 104, the 5th displacement sensor 105.First displacement sensor 101, second displacement sensor 102,
Third displacement sensor 103, the 4th displacement sensor 104, the 5th displacement sensor 105 be respectively positioned on tunnel upper banket 11 face
The predeterminated position of layer, is connect by common wiring with Ground Subsidence Monitoring instrument 9, Ground Subsidence Monitoring instrument 9 and external notebook electricity
Brain is connected by common cable, to record the surface subsidence caused after the vibration of the designated position soil body.
Vibration sensing system 2, including the first vibrating sensor 201, the second vibrating sensor 202, third vibrating sensor
203.First vibrating sensor 201, the second vibrating sensor 202, third vibrating sensor 203 by generic connectivity line and are surveyed
Vibration Meter 8 connects, and is mainly used for oscillatory load caused by incuding the urban track traffic operation of ground surface and underground metro operation,
To monitor surface subsidence caused by the multiple operation load of predeterminated position vibrates.
Delaminating deposition marks monitor system 3, including the 301, second delaminating deposition marks 302 of first layer sedimentation mark, third layering
Sedimentation the 303, the 4th delaminating deposition marks 304 of mark.First layer sedimentation mark the 301, second delaminating deposition marks 302, third delaminating deposition
The 303, the 4th delaminating deposition marks 304 of mark are connect by generic connectivity line with Ground Subsidence Monitoring instrument 9, and it is large-scale to be mainly used for monitoring
Soil body settling amount in Geological Model molding box 14 at different soil buried depth.
Excitation system 4, including the first vibration excitor 401, the second vibration excitor 402, exciting stick 403.First vibration excitor 401,
Two vibration excitors 402, exciting stick 403 are cylindrical body, and exciting stick 403 is respectively arranged at the first vibration excitor 401, the second vibration excitor
402 inside center shaft positions.
Operation tunnel 5 is located at tunnel trunk and bankets in 12, and main material is organic glass, rounded.
Function signal generator 6 and power amplifier 7 are connected by the first output cable 15, and power amplifier 7 passes through the
Two output cables 16 are connect with the first vibration excitor 401, the second vibration excitor 402 respectively.First vibration excitor 401, the second vibration excitor 402
Inside center shaft position install exciting stick 403, the first vibration excitor 401 is installed in the inner hub location of operation tunnel 5,
Two vibration excitors 402 be installed in tunnel upper banket 11 upper surface and be located at the first buildings model 1001, the second buildings model
Center between 1002.The frequency of operation load is inputted by function signal generator 6, is then sent to power and is put
Big device 7, controls the first vibration excitor 401 and the second vibration excitor 402 by power amplifier 7 respectively, with export different amplitude and
Vibration frequency, to simulate the oscillatory load that operation load generates.
Intensive building 10, including the first buildings model 1001, the second buildings model 1002.First buildings model 1001,
Second buildings model 1002 is respectively arranged at tunnel upper and bankets 11 surface layers, is built with the earth's surface in the highly dense area in simcity
Object.
Large-scale 14 main material of Geological Model molding box is organic glass, and for banketing above encapsulation tunnel, 11, tunnel trunk is filled out
Soil 12, tunnel bottom banket 13.
Delaminating deposition amount logging system 25, including first layer sedimentation pipe 2501, the second delaminating deposition pipe 2502, third point
Layer sedimentation pipe 2503, the 4th delaminating deposition pipe 2504.First layer sedimentation pipe 2501, the second delaminating deposition pipe 2502, third point
Layer sedimentation pipe 2503, the 4th delaminating deposition pipe 2504 are mainly used for installing in large-scale Geological Model molding box 14 at different soil buried depth
Sedimentation mark, to protect ground settling data not generated error by the interference of external environment.
Survey example slant well system 26, including the first inclinometer pipe 2601, the second inclinometer pipe 2602, third inclinometer pipe 2603.First surveys
Inclined tube 2601, the second inclinometer pipe 2602, third inclinometer pipe 2603, which are mainly used for measuring being installed in large-scale Geological Model molding box 14, appoints
The variable quantity of the laterally offset of the meaning position soil body.
Gasbag-type solution cavity biogas stratum simulation system 34, including self-closing Gas controller 3401, biogas arachnoid air bag
3402, the solution cavity after solution cavity arch air bag 3403, pressure limiting mouth 3404, appendix 3405, underground natural pond body 3406, air bag release
3407。
Tunnel upper 11, tunnel trunk, the 12, tunnel bottom that bankets that bankets bankets and 13 is set to large-scale geological model from top to bottom
Inside case 14, operation tunnel 5 is embedded in tunnel trunk and bankets in 12, to simulate the subway tunnel structure in operation.
6 built-in voltage knob 21 of function signal generator, function signal generator switch 22, frequency knob 23, function letter
Number generator power 24.
Function signal generator switch 22 is on and off for control function signal generator 6, and voltage knob 21 is used
In the size of 6 voltage output of control function signal generator, frequency knob 23 is defeated for 6 frequency of control function signal generator
Size out, function signal generator power supply 24 mainly provide power supply for the normal work of function signal generator 6.
7 built-in power amplifier power supply 17 of power amplifier, malfunction indicator lamp 18, power amplifier switches 19, power are put
Big device knob 20.
Power amplifier switches 19 are used to control the open and close of power amplifier 7, and malfunction indicator lamp 18 is for showing
The failure that power amplifier occurs, power amplifier knob 20 are used to control the voltage and current output of power amplifier 7, power
APS amplifier power supply 17 is used to provide power supply for power amplifier 7.
30 both ends of swingle respectively with spray rainfall simulator 28, flow control meter 29 is threadedly coupled, flow control meter 29
For controlling the water size for spraying rainfall simulator 28 and spraying out, swingle 30 can be with angle-adjustable, convenient for spraying drop
Rain simulator 28 is with the water of any angle output spray.
31 one end of water pipe is threadedly coupled with flow control meter 29, and the other end is connect with external water source, for providing spray
Water source.
Fixing pipe 32 avoids water pipe 31 from deforming for fixing water pipe 31.
Discharge outlet 27 mainly provides the outlet of draining for large-scale Geological Model molding box 14, makes to penetrate into large-scale geological model
The water of 14 bottom of case is uniformly discharged.
Fixator 33 is hollow, rectangular structure, and the inner wall of operation tunnel 5 is arranged in, and is glued with the inner wall of operation tunnel 5.It is defeated
3405 one end of tracheae is connect after protruding into fixator 33 with self-closing Gas controller 3401, the other end and external artificial bionethanation system
Connection.Self-closing Gas controller 3401 is connect with gasbag-type solution cavity biogas stratum simulation system 34.
Mainly control enters the underground in gasbag-type solution cavity biogas stratum simulation system 34 to self-closing Gas controller 3401
Natural pond body 3406 is in constant pressure environment, and the underground natural pond body 3406 avoided enter into is revealed.
Biogas arachnoid air bag 3402 is mainly the biogas stratum simulating tunnel upper and banketing in 11 stratum, is in spider reticulation
Distribution.The top of biogas arachnoid air bag 3402, which is limited, presses mouth 3404, and 3404 top of pressure limiting mouth is glued with pressure-limiting loop 36, pressure limiting plate
35 bottom ends and pressure-limiting loop 36 are glued.
When the manual simulation stratum of biogas containing solution cavity, need successively to backfill tunnel from bottom to top inside large-scale Geological Model molding box 14
The road bottom 13, tunnel trunk that bankets bankets 12, when tunnel trunk 12 backfills of banketing finish, carry out tunnel upper banket 11 when, gas
Bellows solution cavity biogas stratum simulation system 34 must be in inflation state, and workflow is: underground natural pond body 3406 accesses outer
The artificial biogas gas source in portion, the underground natural pond body 3406 of access pass through self-closing gas control using appendix 3405 as gas distribution channel
Device 3401 processed controls underground natural pond body 3406 and is input in gasbag-type solution cavity biogas stratum simulation system 34, to make gasbag-type solution cavity
Biogas stratum simulation system 34 is in fast aeration swelling state, at this point, entering gasbag-type solution cavity biogas stratum simulation system
Underground natural pond body 3406 in 34 continues to be input in biogas arachnoid air bag 3402, expands biogas arachnoid air bag 3402, and
It is maintained in the constant pressure limit of pressure-limiting loop 36, makes gasbag-type solution cavity biogas stratum simulation system 34 generally in inflation
State.When reaching this state, continues backfill tunnel trunk inside large-scale Geological Model molding box 14 and banket 12 until preset
Highly, make gasbag-type solution cavity biogas stratum simulation system 34 be embedded in preset tunnel trunk to banket in 12 stratum.
It bankets the karst cave in 12 stratum and the cryptomere biogas stratum buried for simulation tunnel trunk, utilizes self-closing gas
Body controller 3401 continues input underground natural pond body 3406 and enters inside gasbag-type solution cavity biogas stratum simulation system 34, makes to enter
Underground natural pond body 3406 in biogas arachnoid air bag 3402 is more than the constant pressure of pressure-limiting loop 36, causes biogas arachnoid air bag
3402 ruptures make the unexpected release of underground natural pond body 3406 enter closely knit tunnel trunk and banket in 12, form natural biogas, same with this
When, the rupture of biogas arachnoid air bag 3402 causes underground natural pond body 3406 constant in gasbag-type solution cavity biogas stratum simulation system 34
Unexpected release, the solution cavity 3407 after forming air bag release, makes natural solution cavity.
The main operational principle of the application is:
It backfills the tunnel bottom 13, tunnel trunk that bankets from bottom to top in large-scale Geological Model molding box 14 first and bankets 12, so
Operation tunnel 5 is located at tunnel trunk afterwards to banket 12 tops, tunnel upper is then backfilled and bankets and 11 and tamp, by excitation system 4
The inside and tunnel trunk for being installed in operation tunnel 5 respectively banket 12 surface, by displacement sensing system 1, vibration sensing system 2
According to the layout of intensive building 10 be installed in certain distance tunnel trunk banket 12 surface, while in large-scale geology
Model casing 14 backfills and delaminating deposition marks is monitored system 3 when each layer bankets, survey example slant well system 26 is embedded in preset position respectively,
Then the precipitation for spraying rainfall simulator 28 is controlled to simulate natural precipitation environment using flow control meter 29, then utilize gas
The staged inflation of bellows solution cavity biogas stratum simulation system 34 is broken after making the first inflation of biogas arachnoid air bag 3402
It splits to simulate the biogas stratum containing solution cavity, and then utilizes function signal generator 6, the simulation ground of power amplifier 7 and underground
The oscillatory load that multiple operation load generates, influence of the monitoring vibration load to surface subsidence is to carry out comprehensive prevention and control.
It is above-mentioned those skilled in the art are easy for the description of embodiment to understand and apply the application.
Person skilled in the art obviously easily can make various modifications to these embodiments, and described herein general
Principle is applied in other embodiments without having to go through creative labor.Therefore, the application is not limited to embodiment here, this
Field technical staff does not depart from improvement that the application is made and modification all should be in the guarantor of the application according to the announcement of the application
It protects in range.
Claims (10)
1. a kind of multiple operation load for solution cavity biogas stratum induces surface subsidence prevention and control device, it is characterised in that: including
Displacement sensing system (1), vibration sensing system (2), delaminating deposition marks monitor system (3), excitation system (4), operation tunnel
(5), function signal generator (6), power amplifier (7), vialog (8), Ground Subsidence Monitoring instrument (9), intensive building
(10), tunnel upper bankets (11), tunnel trunk bankets (12), tunnel bottom bankets (13), large-scale Geological Model molding box (14), the
One output cable (15), delaminating deposition amount logging system (25), surveys example slant well system (26), fixator at the second output cable (16)
(33), gasbag-type solution cavity biogas stratum simulation system (34), pressure limiting plate (35), pressure-limiting loop (36), natural precipitation simulation system；
It is bottom-up in large-scale Geological Model molding box (14) successively to load that tunnel bottom bankets (13), tunnel trunk bankets (12) and tunnel
(11) are banketed above road；Tunnel trunk, which bankets, is arranged operation tunnel along large-scale Geological Model molding box (14) front-rear direction in (12) center
(5)；Intensive building (10) includes the first buildings model (1001), the second buildings model (1002), the first buildings model
(1001), the symmetrical tunnel upper that is respectively arranged at of the second buildings model (1002) bankets the upper surface of (11), with simulation
The surface buildings in the highly dense area in city；
Tunnel trunk bankets, and there are two gasbag-type solution cavity biogas stratum simulation systems (34) for (12) middle setting, are respectively positioned on operation tunnel
(5) outer wall upper end, and it is equidistant away from laying；Gasbag-type solution cavity biogas stratum simulation system (34) includes the control of self-closing gas
Device (3401), biogas arachnoid air bag (3402), solution cavity arch air bag (3403), pressure limiting mouth (3404), appendix (3405),
Solution cavity (3407) after lower natural pond body (3406), air bag release；Several biogas arachnoid air bags (3402) are laid in molten in arachnoid
On hole arch air bag (3403), and it is connected to solution cavity arch air bag (3403), while the top of biogas arachnoid air bag (3402)
It is arranged pressure limiting mouth (3404), and pressure limiting mouth (3404) is glued by pressure-limiting loop (36) and pressure limiting plate (35)；Solution cavity arch air bag
(3403) it is mounted on fixator (33), the inner wall of fixator (33) and operation tunnel (5) is glued, while solution cavity arch air bag
(3403) internal that self-closing Gas controller (3401) are arranged, one end of appendix (3405) passes through fixator (33) and self-closing
Gas controller (3401) connection, appendix (3405) other end are connect with external artificial bionethanation system；
Natural precipitation simulation system includes spraying rainfall simulator (28), flow control meter (29), swingle (30), water pipe
(31)；Rainfall simulator (28) setting is sprayed above large-scale Geological Model molding box (14), and passes through swingle (30) and flow control
System meter (29) connection, flow control meter (29) are connect by water pipe (31) with external water source, are controlled by flow control meter (29)
The water size that rainfall simulator (28) sprays out is sprayed, rainfall simulator (28) spray is sprayed by swingle (30) control
Angle；Meanwhile the bottom of large-scale Geological Model molding box (14) offers discharge outlet (27), for draining；
Excitation system (4) includes the first vibration excitor (401), the second vibration excitor (402), and the first vibration excitor (401), the second exciting
It is provided at the inside center axis of device (402) exciting stick (403), the first vibration excitor (401) is set to the interior of operation tunnel (5)
Portion center, the second vibration excitor (402) be set to tunnel upper banket (11) upper surface and be located at the first buildings model
(1001), the center between the second buildings model (1002)；
Function signal generator (6) is connect by the first output cable (15) with power amplifier (7), and power amplifier (7) is logical
The second output cable (16) is crossed to connect with the first vibration excitor (401), the second vibration excitor (402)；The frequency of operation load passes through letter
Number signal generator (6) is inputted, and is delivered to power amplifier (7), is controlled first respectively by power amplifier (7) and is swashed
The vibration of vibration device (401) and the second vibration excitor (402) output various amplitude and frequency, to simulate underground metro operation and city rail
Oscillatory load caused by road traffic operation；
Displacement sensing system (1) be set to tunnel upper banket (11) upper surface and its inside the first predeterminated position, and with ground
Face settlement monitor (9) connection, by Ground Subsidence Monitoring instrument (9) monitor tunnel upper banket (11) upper surface and its inside
The surface subsidence caused after the vibration of the first predeterminated position soil body；
Vibration sensing system (2) is set to tunnel upper and bankets second predeterminated position of (11) upper surface, for incuding tunnel
Side banket (11) upper surface the second predeterminated position urban track traffic operation and underground metro operation caused by oscillatory load；
Vialog (8) is connect with vibration sensing system (2), second predetermined position of (11) upper surface of banketing for monitoring tunnel upper
Surface subsidence caused by urban track traffic operation and underground metro operation；
Delaminating deposition marks monitoring system (3) is set at the different soil buried depth in large-scale Geological Model molding box (14)；Surface subsidence
Monitor (9) is connect with delaminating deposition marks monitoring system (3), for monitoring the large-scale interior different soil buried depth of Geological Model molding box (14)
The soil body settling amount at place；
Example slant well system (26) setting is surveyed in large-scale Geological Model molding box (14), is appointed in large-scale Geological Model molding box (14) for measuring
The variable quantity of the laterally offset of the meaning position soil body.
2. the multiple operation load according to claim 1 for solution cavity biogas stratum induces surface subsidence prevention and control device,
It is characterized by: vibration sensing system (2) includes the first vibrating sensor (201), the second vibrating sensor (202), third vibration
Dynamic sensor (203)；
First vibrating sensor (201) is laid in the earth's surface center of large-scale Geological Model molding box (14), and is located at operation tunnel (5)
Surface；Second vibrating sensor (202) is laid in the front of the second buildings model (1002)；Third vibrating sensor (203)
It is laid in the front of the first buildings model (1001).
3. the multiple operation load according to claim 2 for solution cavity biogas stratum induces surface subsidence prevention and control device,
It is characterized by: displacement sensing system (1) includes the first displacement sensor (101), second displacement sensor (102), third position
Displacement sensor (103), the 4th displacement sensor (104), the 5th displacement sensor (105)；
First displacement sensor (101) is laid in the right center close to the first buildings model (1001), second displacement sensor
(102) it is laid in the Left-side center close to the second buildings model (1002), third displacement sensor (103) is laid in close to first
The back center of vibrating sensor (201), the 4th displacement sensor (104) are laid in close to before the first buildings model (1001)
Side center, the 5th displacement sensor (105) are laid in close to the front side center of the second buildings model (1002)；
First displacement sensor (101), second displacement sensor (102), third displacement sensor (103), the 4th displacement sensing
Device (104), the 5th displacement sensor (105) are connect with Ground Subsidence Monitoring instrument (9) respectively, are passed through Ground Subsidence Monitoring instrument (9)
Monitoring tunnel upper bankets the soil body settling amount of the second predeterminated position of (11) upper surface.
4. the multiple operation load according to claim 1 for solution cavity biogas stratum induces surface subsidence prevention and control device,
It is characterized by: delaminating deposition amount logging system (25) includes first layer sedimentation pipe (2501), the second delaminating deposition pipe
(2502), third delaminating deposition pipe (2503), the 4th delaminating deposition pipe (2504)；
First layer sedimentation pipe (2501), the second delaminating deposition pipe (2502), third delaminating deposition pipe (2503), the 4th layering are heavy
Drop pipe (2504) is embedded in tunnel upper and bankets in (11), and first layer sedimentation pipe (2501), the second delaminating deposition pipe
(2502) the depth of burying is identical, and third delaminating deposition pipe (2503), the depth of burying of the 4th delaminating deposition pipe (2504) are identical,
Simultaneously the buried depth of first layer sedimentation pipe (2501) and the second delaminating deposition pipe (2502) greater than third delaminating deposition pipe (2503),
The buried depth of 4th delaminating deposition pipe (2504)；
First layer sedimentation pipe (2501), the 4th delaminating deposition pipe (2504), third delaminating deposition pipe (2503), the second layering are heavy
Drop pipe (2502) be sequentially located at the front end of large-scale Geological Model molding box (14) from right to left 1/5 at, at 2/5, at 3/5,4/5
Place.
5. the multiple operation load according to claim 4 for solution cavity biogas stratum induces surface subsidence prevention and control device,
It is characterized by: displacement sensing system (1) includes the 6th displacement sensor (106), the 7th displacement sensor (107), the 8th
Displacement sensor (108), the 9th displacement sensor (109)；
6th displacement sensor (106), the 7th displacement sensor (107), the 8th displacement sensor (108), the 9th displacement sensing
Device (109), which respectively corresponds, to be arranged in first layer sedimentation pipe (2501), the second delaminating deposition pipe (2502), third delaminating deposition pipe
(2503), the bottom of the 4th delaminating deposition pipe (2504), and connect respectively with Ground Subsidence Monitoring instrument (9), pass through surface subsidence
Monitor (9) monitoring tunnel upper bankets the soil body settling amount of (11) different buried depth position.
6. the multiple operation load according to claim 1 for solution cavity biogas stratum induces surface subsidence prevention and control device,
It is characterized by: delaminating deposition marks monitoring system (3) include first layer sedimentation mark (301), the second delaminating deposition marks (302),
Third delaminating deposition marks (303), the 4th delaminating deposition marks (304)；
First layer sedimentation mark (301) is laid at the 1/4 of the large-scale left back side horizontal position of Geological Model molding box (14), and second point
Layer sedimentation mark (302) is laid at the 1/4 of large-scale Geological Model molding box (14) right lateral side side horizontal position, third delaminating deposition marks
(303) be laid at the 1/4 of the large-scale left front side horizontal position of Geological Model molding box (14), the 4th delaminating deposition marks (304) lay
At the 1/4 of large-scale Geological Model molding box (14) forward right side side horizontal position, and first layer sedimentation mark (301), the second layering sink
Drop mark (302), third delaminating deposition marks (303), the laying height of the 4th delaminating deposition marks (304) with large-scale Geological Model molding box
(14) height is equivalent.
7. the multiple operation load according to claim 1 for solution cavity biogas stratum induces surface subsidence prevention and control device,
It is characterized by: surveying example slant well system (26) includes the first inclinometer pipe (2601), the second inclinometer pipe (2602), third inclinometer pipe
(2603)；
First inclinometer pipe (2601) is laid in the first buildings model (1001) right lateral side right angle and large-scale Geological Model molding box (14) is right
Center between rear side right angle；Second inclinometer pipe (2602) is laid in the second buildings model (1002) left rear side right angle and big
Center between type Geological Model molding box (14) left rear side right angle；Third inclinometer pipe (2603) is laid in large-scale Geological Model molding box
(14) back side edge center and it is located at and sprays the fronts of rainfall simulator (28).
8. the multiple operation load according to claim 1 for solution cavity biogas stratum induces surface subsidence prevention and control device,
It is characterized by: function signal generator (6) is built-in with voltage knob (21), function signal generator switch (22), frequency rotation
Button (23), function signal generator power supply (24)；
Function signal generator switchs on and off, the voltage knob (21) that (22) are used for control function signal generator (6)
For the size of control function signal generator (6) voltage output, frequency knob (23) is used for control function signal generator (6)
The output size of frequency, function signal generator power supply (24) mainly provide for the normal work of function signal generator (6)
Power supply.
9. the multiple operation load according to claim 1 for solution cavity biogas stratum induces surface subsidence prevention and control device,
It is opened it is characterized by: power amplifier (7) is built-in with power amplifier power supply (17), malfunction indicator lamp (18), power amplifier
Close (19), power amplifier knob (20)；
Power amplifier switches (19) are used to control the open and close of power amplifier (7), and malfunction indicator lamp (18) is for showing
Show the failure that power amplifier occurs, the voltage and current that power amplifier knob (20) is used to control power amplifier (7) is defeated
Out, power amplifier power supply (17) is used to provide power supply for power amplifier (7).
10. the multiple operation load according to claim 1 for solution cavity biogas stratum induces surface subsidence prevention and control device,
It is characterized by: self-closing Gas controller (3401) is the closed structure of falling Y shape, the upper end enters solution cavity arch air bag
(3403) inside, lower end are connect by fixator (33) with appendix (3405)；
When underground natural pond body (3406) enters self-closing Gas controller (3401) by appendix (3405) under pressure,
The closed mouth of Y shape that falls of the upper end can open release underground natural pond body (3406) into the interior of solution cavity arch air bag (3403) because of pressure
Portion, when underground natural pond body (3406) release finishes, the closed mouth of the Y shape that falls can disappear because of pressure and seal itself, it is ensured that pressure is permanent
It is fixed.
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