CN106772565B - The loading device and method of a kind of TBM seismic waves advanced prediction instrument - Google Patents
The loading device and method of a kind of TBM seismic waves advanced prediction instrument Download PDFInfo
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- CN106772565B CN106772565B CN201611207638.8A CN201611207638A CN106772565B CN 106772565 B CN106772565 B CN 106772565B CN 201611207638 A CN201611207638 A CN 201611207638A CN 106772565 B CN106772565 B CN 106772565B
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- loading device
- vibration exciter
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
- G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
- G01V1/16—Receiving elements for seismic signals; Arrangements or adaptations of receiving elements
- G01V1/20—Arrangements of receiving elements, e.g. geophone pattern
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
- G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
- G01V1/02—Generating seismic energy
- G01V1/04—Details
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
- G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
- G01V1/02—Generating seismic energy
- G01V1/133—Generating seismic energy using fluidic driving means, e.g. highly pressurised fluids; using implosion
Abstract
The present invention discloses the loading device and method of TBM seismic wave advanced prediction instruments, wherein, the loading device of TBM seismic wave advanced prediction instruments includes seismic wave vibration exciter loading device and earthquake wave detector loading device, seismic wave vibration exciter loading device includes pedestal, the pedestal is arranged on along along the axial arranged slide rail in tunnel, the pedestal is connected with the first drive mechanism, and pedestal is moved under the driving effect of the first drive mechanism along slide rail;First drive mechanism is connected with controller;The vibration exciter is arranged on the end of mechanical arm, and the other end of the mechanical arm is arranged on pedestal, and pedestal is moved under the driving effect of the first drive mechanism along slide rail, realizes vibration exciter impulsing in varying cross-section;The mechanical arm is connected with the second drive mechanism, and mechanical arm adjusts the angle of vibration exciter and tunnel wall to ensure the effect that impulses in the presence of the second drive mechanism;First drive mechanism and the second drive mechanism are connected with controller.
Description
Technical field
The present invention relates to a kind of automation loading device for the geologic prediction instrument being used in construction tunnel, more particularly to one
Plant the loading device and method of TBM seismic wave advanced prediction instruments.
Background technology
With continuing to develop for tunnel construction, TBM is due to " driving speed is fast, and cavitation quality is high, high financial profit "
The advantages of, obtain increasing application.But TBM is poor to the adaptability of geological conditions, under complex geological condition, often
The unfavorable geology factor such as tomography, crushed zone, solution cavity is run into, the TBM card machines even major accident such as fatal crass is easily caused.Therefore,
The geological conditions for verifying Tunnel Passing location is particularly important, if can know whether driving front has tomography, crushed zone, solution cavity in advance
Deng harm geological structure, then arrangement and method for construction can be adjusted in time, safeguard procedures are arranged, it is to avoid dangerous situation occurs.
Different from the tunnel of drill bursting construction, TBM construction tunnels are due to complicated metal structure, and observation space ten
It is point narrow and small, therefore traditional electromagnetic method such as conventional geological radar method and transient electromagnetic method receives serious limitation, Effect on Detecting
It is not satisfactory.However, seismic wave method be disturbed in TBM construction tunnels it is small, and to lithology interface (tomography, solution cavity etc.) sensitiveness
Height, has advantage in terms of front of tunnel heading unfavorable geologic body is known.In seismic wave method detection, the installation of focal point and wave detector
Largely determine the interpretation result degree of accuracy of detection data.Consider TBM a rate of advance fast, geology detecting when
Between it is shorter, it is a kind of while gathered data quality is ensured to need proposition badly, can quickly and easily complete observation system arrangement
Loading device.
At present, earthquake advanced prediction instrument mainly uses and manually installs vibration exciter and wave detector, efficiency in TBM tunnels
Lowly;The method for loading of existing observation system mainly has following several:The patent of domestic relevant scholar's application《In rock tunnel(ling) machine
Active source 3-D seismics advance geology exploration device and method》(application number:201510106173.6) pacify focus and wave detector
On hydraulically extensible bar, realize it is automatic carry and couple, but focus and wave detector position tunnel axis direction relative to
TBM is fixed, fails to realize flexibly impulsing for axis direction;Patent《Tunnel dimensionally seismic wave forward probe spatial observation system
System and method》(application number:201610411224.0) using telescopic spring hammer explosive source, it is necessary to which artificial fill energy, utilization
Bond and bolt fixes two methods and installs fixed block, be required to manually be pasted or torquing operations, although big compared to traditional
Hammer impulses and has had progress, but automatization level is still waited to improve.In summary, it is primarily present problems with:
(1) wave detector installation effectiveness is low:The installation of wave detector needs to be transmitted the company of optical fiber, fixed block and wave detector etc.
Connect and the coupling with wall, existing common method bores aperture using impact drill on wall, fixed block passes through metal bar and anchor
Gu agent is fixed, this method wastes time and energy, it is also possible to and can be because tunnel wall be flooded profit and influences coupling effect, it is impossible to
To preferable detection data, site operation is influenceed, therefore need a kind of installation effectiveness height, the good automation wave detector of coupling effect badly
Mounting means;
(2) reusability of acquisition system is poor:In current tunnel detection method, the disassembly & recycling step of acquisition system is answered
Miscellaneous, the fixed block by long-time bonding is difficult to remove, and cleaning Anchor Agent is time-consuming longer, thus need a kind of fast and easy badly can
The wave detector mounting means of repeatability handling;
(3) arrangement of focus is dumb:In TBM tunnels, because development machine occupies the tunnel space of the overwhelming majority, because
This does not possess the condition for installing large automatic equipment, and existing small automatic installs equipment when installing focus, perpendicular
Nogata to fitting limit it is limited.Need badly propose it is a kind of can automatically multiple spot hammer focus loading device;
(4) the observation system arrangement time is longer:Artificial arrangement observation system is time-consuming longer, and some patents are directed to focus and inspection
The automation of ripple device has been disposed with a certain degree of improvement, but because TBM processes are compact, a rate of advance is fast, its automatization level
Still need to further raising.
The content of the invention
In order to solve the shortcoming of prior art, the first object of the present invention is to provide a kind of TBM seismic waves advanced prediction instrument
The loading device of device.
A kind of loading device of TBM seismic waves advanced prediction instrument of the present invention, including:The TBM seismic wave advanced predictions
The loading device of instrument is arranged on equipment bridge platform, and is carried including seismic wave vibration exciter loading device and earthquake wave detector
Device;
The seismic wave vibration exciter loading device, including pedestal, the pedestal are arranged on along the axial arranged slide rail in tunnel
On, the pedestal is connected with the first drive mechanism, and pedestal is moved under the driving effect of the first drive mechanism along slide rail;Described
One drive mechanism is connected with controller;The vibration exciter is arranged on the end of mechanical arm, and the other end of the mechanical arm is arranged on
On pedestal, pedestal is moved under the driving effect of the first drive mechanism along slide rail, realizes vibration exciter impulsing in varying cross-section;
The mechanical arm is connected with the second drive mechanism, mechanical arm adjusted in the presence of the second drive mechanism vibration exciter with
The angle of tunnel wall is to ensure the effect that impulses;First drive mechanism and the second drive mechanism are connected with controller;
The earthquake wave detector loading device, including retractor device, the retractor device are connected with the 3rd drive mechanism,
3rd drive mechanism is also connected with controller;The retractor device is arranged on pedestal, the top peace of the retractor device
Equipped with the fixed block for fixed pickup, the wave detector is arranged at the upper surface of fixed block and is connected with retractor device;Stretch
The end of compression apparatus is provided with the couplant container for accommodating couplant, and the inside of the retractor device and fixed block is reserved with
Couplant passage;
The couplant passage is used to connect couplant container and fixed block, and the couplant in couplant container is defeated
The side surface of fixed block is delivered to, for ensureing the contact effect between fixed block and tunnel wall.
The end of retractor device is additionally provided with Wireless Transmitter, and the Wireless Transmitter is used for the letter for receiving wave detector
Breath is transferred to controller, is additionally operable to receive the instruction of controller.
Further, vibration exciter uses Dinoseis, and compression sky is provided for the vibration exciter using the air compressor machine in TBM
Gas;Or
Rubber washer is also set up between the fixed block and retractor device, to reduce the vibration of retractor device to wave detector
Influence.
A kind of loading device of TBM seismic waves advanced prediction instrument proposed by the present invention, the loading device can be preferable
TBM construction tunnels are adapted to, on the premise of Effect on Detecting is ensured, the fast and flexible for realizing observation system is arranged automatically, is not done
Normal construction is disturbed, detection efficient is greatly improved;The device can complete whole detection process, Automated water by controller
Flat height.
The second object of the present invention is to provide a kind of method of work of the loading device of TBM seismic waves advanced prediction instrument.
A kind of method of work of the loading device of TBM seismic waves advanced prediction instrument of the present invention, including:
Step 1:Controller exports the first activation bit to the first drive mechanism, in the driving effect of the first drive mechanism
Under, pedestal is moved to ad-hoc location along slide rail;
Step 2:Controller exports the second activation bit to the second drive mechanism, in the driving effect of the second drive mechanism
Under, vibration exciter is placed at the specified altitude assignment of tunnel wall by manipulator motion, and adjusts the angle of mechanical arm tail end vibration exciter,
The direction for being allowed to earthquake-wave-exciting is vertical with tunnel and vibration exciter is close to tunnel wall;
Step 3:Controller exports the 3rd activation bit to the 3rd drive mechanism, in the driving effect of the 3rd drive mechanism
Under, wave detector is close to tunnel wall surface by retractor device;Couplant in couplant container is conveyed by couplant passage
To fixed block side surface, it is ensured that the coupling of fixed block and tunnel wall;
Step 4:Wave detector receives the seismic wave that excites of vibration exciter, and is sent to controller and is stored;
Step 5:After current detection terminates, controller controls the 3rd drive mechanism so that retractor device shrinks, by detection
Device is withdrawn;Controller controls the first drive mechanism so that pedestal is moved to next detecting location on slide rail, is visited next time
Survey.
Beneficial effects of the present invention are:
(1) present invention proposes a kind of loading device for TBM seismic wave advanced prediction instruments, and the loading device can be compared with
Good adaptation TBM construction tunnels, on the premise of Effect on Detecting is ensured, the fast and flexible for realizing observation system is arranged automatically,
Normal construction is not disturbed, detection efficient is greatly improved;The device can complete whole detection process by controller, automatically
Change level is high.
(2) present invention proposes a kind of erecting device of wave detector, and fixed block and the automatic coupling of tunnel wall can be achieved, and improves
Automatization level;Optical fiber, fixed block and wave detector etc. can be used for multiple times through once connecting, and a key is withdrawn, it is to avoid tradition
The problem of installation method removes inconvenience, reusability is poor, reduces time and the financial cost of detection.
(3) present invention proposes a kind of erecting device of vibration exciter, designs a kind of small-sized machine arm, both can be in tunnel axis
Direction is moved, and can on a large scale be moved in vertical direction again, solve conventional seismic source method for arranging in the vertical direction cloth
Put the problem of being limited in scope;The position of vibration exciter can be quickly adjusted, compared to conventional method, can be hammered more within the same time
Repeatedly, and focus increase can allow reduce wave detector quantity, further reduce cost.
(4) present invention proposes a kind of Dinoseis suitable for tunnel TBM construction environments, solves conventional hand hammering shake
The hammer effect instability problem in source, cost is low compared with traditional controlled source, and is hardly damaged.
Brief description of the drawings
Fig. 1 is the seismic wave vibration exciter loading device structural representation of the present invention;
Fig. 2 is the schematic diagram of the Dinoseis of the present invention;
Fig. 3 is the earthquake wave detector loading device structural representation of the present invention;
Fig. 4 is the overall side schematic view of the loading device of the TBM seismic wave advanced prediction instruments of the present invention;
Fig. 5 is the overall cross-sectional view of the loading device of the TBM seismic wave advanced prediction instruments of the present invention.
Wherein, 1. equipment bridge platform;2. vibration exciter;3. vibration exciter loading device;4. wave detector;5. wave detector carries dress
Put;6. controller;7. mechanical arm;7-1. mechanical arms illustrated position one;7-2. mechanical arms illustrated position two;7-3. mechanical arms are illustrated
Position three;8. pedestal;9. hydraulic cylinder;10. slide rail;11. passage;12. gas storage storehouse;13. magnet;14. accelerate hammer;15. hammer set;
16. retractor device;17. fixed block;18. loading device fixator;19. couplant passage;20. rubber washer;21. focal point position
Put;22. detector position;23. spring.
Embodiment
The present invention will be further described with embodiment below in conjunction with the accompanying drawings:
Fig. 1 is the seismic wave vibration exciter loading device structural representation of the present invention.
Seismic wave vibration exciter loading device as shown in Figure 1, including pedestal 8, the pedestal 8 are arranged on along the axial cloth in tunnel
On the slide rail 10 put, the pedestal 8 is connected with the first drive mechanism, and pedestal is under the driving effect of the first drive mechanism along slide rail
10 movements;First drive mechanism is connected with controller 6;
The vibration exciter 2 is arranged on the end of mechanical arm, and the other end of the mechanical arm 7 is arranged on pedestal 8, pedestal 8
Moved under the driving effect of the first drive mechanism along slide rail 10, realize the impulsing in varying cross-section of vibration exciter 2;
The mechanical arm 7 is connected with the second drive mechanism, and mechanical arm 7 adjusts vibration exciter in the presence of the second drive mechanism
2 with the angle of tunnel wall to ensure the effect that impulses;First drive mechanism and the second drive mechanism are connected with controller 6.
Wherein, the first drive mechanism can be realized using motor.
Second drive mechanism can be realized using hydraulic cylinder 9.
Mechanical arm 7 be arranged on pedestal 8 on, can be folded by the control machinery arm 7 of hydraulic cylinder 9, in such as Fig. 1 mechanical arm 7 to
Upper stretching, extension aloft impulses, and mechanical arm 7 can also extend in the lower section of equipment bridge platform 1 downwards and be impulsed, and 21 show for focal point
Meaning position;By controlling hydraulic cylinder 9 to adjust the angle of vibration exciter 2 and tunnel wall, it is ensured that impulse effect.
The pedestal 8 can be moved forward and backward on the slide rail 10 axial arranged along tunnel, be realized in varying cross-section
Impulse, as shown in figure 1, mechanical arm 7 can be moved to the 7-1 of mechanical arm illustrated position one, the 7-2 of mechanical arm illustrated position two and machine
The 7-3 of tool arm illustrated position three.
As shown in Fig. 2 the vibration exciter 2 in the embodiment uses Dinoseis, it is vibration exciter 2 using the air compressor machine in TBM
Compressed air is provided.
The vibration exciter of Dinoseis, including gas storage storehouse 12, gas storage storehouse 12 are provided with passage 11, and the passage 11 is accessed
Magnet 13, acceleration hammer 14 and hammer set 15 are provided with the gases at high pressure of air compressor machine in TBM, gas storage storehouse 12, because magnet 13 is with adding
Magneticaction between speed hammer 14, magnet 13 accelerates hammer 14 to be connected with spring 23 with accelerating hammer 14 to be drawn together;Pneumatics in TBM
The gases at high pressure of machine are filled with the storehouse of gas storage 12 from passage 11, when in gas storage storehouse 12 gas produce pressure be more than magnet 13 with
When accelerating the magnetic force between hammer 14, accelerate hammer 14 to pass through one section and accelerate hammering hammer set 15, and then hammer set 15 is hammered tunnel wall, reach
The effect of earthquake-wave-exciting;After once hammering terminates, the gases at high pressure in gas storage storehouse 12 are discharged so that spring 23 recovers shape
Become and promote hammer set 15 to move up, finally due to the magneticaction between magnet 13 and acceleration hammer 14, magnet 13 is with accelerating hammer 14 to inhale again
Guide to together, return to initial configuration, hammered next time.
The seismic wave vibration exciter loading device of the present embodiment so that vibration exciter can both be moved in tunnel axis direction, again
It can on a large scale be moved in vertical direction, solve what conventional seismic source method for arranging in the vertical direction arrangement was limited in scope
Problem;The position of vibration exciter can quickly be adjusted.
A kind of method of work of the seismic wave vibration exciter loading device of the present embodiment, including:
Step 1:Controller 6 exports the first activation bit to the first drive mechanism, in the driving effect of the first drive mechanism
Under, pedestal 8 is moved to ad-hoc location along slide rail 10;
Step 2:Controller defeated 6 goes out the second activation bit to the second drive mechanism, in the driving effect of the second drive mechanism
Under, mechanical arm 7 is moved, and vibration exciter 2 is placed at the specified altitude assignment of tunnel wall, and adjusts the angle of the end vibration exciter 2 of mechanical arm 7
Degree, the direction for being allowed to earthquake-wave-exciting is vertical with tunnel and vibration exciter is close to tunnel wall.
The method of work of the seismic wave vibration exciter loading device, controls the first drive mechanism so that pedestal using controller
Moved along slide rail, finally realize that vibration exciter is moved in tunnel axis direction, can on a large scale be moved in vertical direction again, solved
The problem of conventional seismic source method for arranging in the vertical direction of having determined arrangement is limited in scope;The position of vibration exciter can rapidly be adjusted
Put, compared to conventional method, can be hammered more times within the same time, and increasing for focus can allow the number of reduction wave detector
Amount, further reduces cost.
Fig. 3 is the earthquake wave detector loading device structural representation of the present invention.
A kind of earthquake wave detector loading device of the invention as shown in Figure 3, including:
Pedestal 8, the pedestal 8 is arranged on along along the axial arranged slide rail 10 in tunnel, the drive mechanism of pedestal 8 and first
It is connected, pedestal 8 is moved under the driving effect of the first drive mechanism along slide rail 10;First drive mechanism and the phase of controller 6
Even;
Retractor device 16, the retractor device 16 is connected with the 3rd drive mechanism, the 3rd drive mechanism also with control
Device 6 is connected;The retractor device 16 is arranged on pedestal 8, and the top of the retractor device 8 is provided with for fixed pickup 4
Fixed block 17, the wave detector 4 is arranged at the upper surface of fixed block 17 and is connected with retractor device 16;The end of retractor device 16
End is provided with the couplant container for accommodating couplant, and the inside of the retractor device 16 and fixed block 17 is reserved with couplant
Passage 19;
The couplant passage 19 is used to connect couplant container and fixed block 17, by the coupling in couplant container
Agent is delivered to the side surface of fixed block 17, for ensureing the contact effect between fixed block 17 and tunnel wall;
The end of retractor device 16 is additionally provided with Wireless Transmitter, and the Wireless Transmitter is used to receive in wave detector 4
Information transfer to controller 6, be additionally operable to receive the instruction of controller 6.
Retractor device 16 is fixedly connected on pedestal 8 by loading device fixator 18, and loading device fixator 18 passes through
Screwing screw fixes retractor device 16, unscrews screw dismounting retractor device 16.
Rubber washer 20 is also set up between fixed block 17 and retractor device 16, to reduce the vibration of retractor device 16 to inspection
The influence of ripple device 4.
3rd drive mechanism is hydraulic drive mechanism or motor-driven mechanism.
A kind of method of work of the earthquake wave detector loading device of the present embodiment, including:
Step 1:Controller exports the first activation bit to the first drive mechanism, in the driving effect of the first drive mechanism
Under, pedestal is moved to ad-hoc location along slide rail;
Step 2:Controller exports the 3rd activation bit to the 3rd drive mechanism, in the driving effect of the 3rd drive mechanism
Under, wave detector is close to tunnel wall surface by retractor device;Couplant in couplant container is conveyed by couplant passage
To fixed block side surface, it is ensured that the coupling of fixed block and tunnel wall;
Step 3:Wave detector receives the seismic wave that excites of vibration exciter, and is sent to controller and is stored;
Step 4:After current detection terminates, controller controls the 3rd drive mechanism so that retractor device shrinks, by detection
Device is withdrawn.
A kind of earthquake wave detector loading device of the present embodiment, realizes fixed block and the automatic coupling of tunnel wall, carries
High automatization level;Fixed block and wave detector can be used for multiple times through once connecting, and a key is withdrawn, it is to avoid conventional mounting side
The problem of method removes inconvenience, reusability is poor, reduces time and the financial cost of detection.
As shown in Figure 4 and Figure 5, the loading device of the TBM seismic wave advanced prediction instruments of the present embodiment, including:The TBM
The loading device of seismic wave advanced prediction instrument is arranged on equipment bridge platform 1, and including seismic wave vibration exciter loading device and ground
Seismic wave wave detector loading device;
The seismic wave vibration exciter loading device, including pedestal 8, the pedestal 8 are arranged on along the axial arranged cunning in tunnel
On rail 10, the pedestal 8 is connected with the first drive mechanism, and pedestal is moved under the driving effect of the first drive mechanism along slide rail 10
It is dynamic;First drive mechanism is connected with controller 6;
The vibration exciter 2 is arranged on the end of mechanical arm, and the other end of the mechanical arm 7 is arranged on pedestal 8, pedestal 8
Moved under the driving effect of the first drive mechanism along slide rail 10, realize the impulsing in varying cross-section of vibration exciter 2;
The mechanical arm 7 is connected with the second drive mechanism, and mechanical arm 7 adjusts vibration exciter in the presence of the second drive mechanism
2 with the angle of tunnel wall to ensure the effect that impulses;First drive mechanism and the second drive mechanism are connected with controller 6;
The earthquake wave detector loading device, including retractor device 16, the drive mechanism of retractor device 16 and the 3rd
It is connected, the 3rd drive mechanism is also connected with controller 6;The retractor device 16 is arranged on pedestal 8, the retractor device
8 top is provided with the fixed block 17 for fixed pickup 4, the wave detector 4 be arranged at the upper surface of fixed block 17 and with
Retractor device 16 is connected;The end of retractor device 16 is provided with the couplant container for accommodating couplant, the retractor device 16
And the inside of fixed block 17 is reserved with couplant passage 19;
The couplant passage 19 is used to connect couplant container and fixed block 17, by the coupling in couplant container
Agent is delivered to the side surface of fixed block 17, for ensureing the contact effect between fixed block 17 and tunnel wall;
The end of retractor device 16 is additionally provided with Wireless Transmitter, and the Wireless Transmitter is used to receive in wave detector 4
Information transfer to controller 6, be additionally operable to receive the instruction of controller 6.
Retractor device 16 is fixedly connected on pedestal 8 by loading device fixator 18, and loading device fixator 18 passes through
Screwing screw fixes retractor device 16, unscrews screw dismounting retractor device 16.
Further, as shown in Fig. 2 the vibration exciter 2 in the embodiment uses Dinoseis, the air compressor machine in TBM is utilized
Compressed air is provided for vibration exciter 2.
The vibration exciter of Dinoseis, including gas storage storehouse 12, gas storage storehouse 12 are provided with passage 11, and the passage 11 is accessed
Magnet 13, acceleration hammer 14 and hammer set 15 are provided with the gases at high pressure of air compressor machine in TBM, gas storage storehouse 12, because magnet 13 is with adding
Magneticaction between speed hammer 14, magnet 13 accelerates hammer 14 to be connected with spring 23 with accelerating hammer 14 to be drawn together;Pneumatics in TBM
The gases at high pressure of machine are filled with the storehouse of gas storage 12 from passage 11, when in gas storage storehouse 12 gas produce pressure be more than magnet 13 with
When accelerating the magnetic force between hammer 14, accelerate hammer 14 to pass through one section and accelerate hammering hammer set 15, and then hammer set 15 is hammered tunnel wall, reach
The effect of earthquake-wave-exciting;After once hammering terminates, the gases at high pressure in gas storage storehouse 12 are discharged so that spring 23 recovers shape
Become and promote hammer set 15 to move up, finally due to the magneticaction between magnet 13 and acceleration hammer 14, magnet 13 is with accelerating hammer 14 to inhale again
Guide to together, return to initial configuration, hammered next time.
Rubber washer 20 is also set up between the fixed block 17 and retractor device 16, the vibration to reduce retractor device 16
Influence to wave detector.
The method of work of the loading device of the TBM seismic wave advanced prediction instruments of the present embodiment, including:
Step 1:Controller exports the first activation bit to the first drive mechanism, in the driving effect of the first drive mechanism
Under, pedestal is moved to ad-hoc location along slide rail;
Step 2:Controller exports the second activation bit to the second drive mechanism, in the driving effect of the second drive mechanism
Under, vibration exciter is placed at the specified altitude assignment of tunnel wall by manipulator motion, and adjusts the angle of mechanical arm tail end vibration exciter,
The direction for being allowed to earthquake-wave-exciting is vertical with tunnel and vibration exciter is close to tunnel wall;
Step 3:Controller exports the 3rd activation bit to the 3rd drive mechanism, in the driving effect of the 3rd drive mechanism
Under, wave detector is close to tunnel wall surface by retractor device;Couplant in couplant container is conveyed by couplant passage
To fixed block side surface, it is ensured that the coupling of fixed block and tunnel wall;
Step 4:Wave detector receives the seismic wave that excites of vibration exciter, and is sent to controller and is stored;
Step 5:After current detection terminates, controller controls the 3rd drive mechanism so that retractor device shrinks, by detection
Device is withdrawn;Controller controls the first drive mechanism so that pedestal is moved to next detecting location on slide rail, is visited next time
Survey.
A kind of loading device of TBM seismic waves advanced prediction instrument of the present embodiment, the loading device can be fitted preferably
TBM construction tunnels are answered, on the premise of Effect on Detecting is ensured, the fast and flexible for realizing observation system is arranged automatically, is not disturbed
Normal construction, greatly improves detection efficient;The device can complete whole detection process, automatization level by controller
It is high.
Although above-mentioned the embodiment of the present invention is described with reference to accompanying drawing, not to present invention protection model
The limitation enclosed, one of ordinary skill in the art should be understood that on the basis of technical scheme those skilled in the art are not
Need to pay various modifications or deform still within protection scope of the present invention that creative work can make.
Claims (10)
1. a kind of loading device of TBM seismic waves advanced prediction instrument, it is characterised in that including:Seismic wave vibration exciter carries dress
Put and earthquake wave detector loading device;
The seismic wave vibration exciter loading device, including pedestal, the pedestal are arranged on along along the axial arranged slide rail in tunnel, institute
State pedestal with the first drive mechanism to be connected, pedestal is moved under the driving effect of the first drive mechanism along slide rail;Described first drives
Motivation structure is connected with controller;The vibration exciter is arranged on the end of mechanical arm, and the other end of the mechanical arm is arranged on pedestal
On, pedestal is moved under the driving effect of the first drive mechanism along slide rail, realizes vibration exciter impulsing in varying cross-section;
The mechanical arm is connected with the second drive mechanism, and mechanical arm adjusts vibration exciter and tunnel in the presence of the second drive mechanism
The angle of wall is to ensure the effect that impulses;First drive mechanism and the second drive mechanism are connected with controller;
The earthquake wave detector loading device, including retractor device, the retractor device is connected with the 3rd drive mechanism, described
3rd drive mechanism is also connected with controller;The retractor device is arranged on pedestal, and the top of the retractor device is provided with
For the fixed block of fixed pickup, the wave detector is arranged at the upper surface of fixed block and is connected with retractor device;Flexible dress
The end put is provided with the couplant container for accommodating couplant, and the inside of the retractor device and fixed block is reserved with coupling
Agent passage;
The couplant passage is used to connect couplant container and fixed block, and the couplant in couplant container is delivered to
The side surface of fixed block, for ensureing the contact effect between fixed block and tunnel wall.
2. a kind of loading device of TBM seismic waves advanced prediction instrument as claimed in claim 1, it is characterised in that described to swash
Shake device uses Dinoseis, and compressed air is provided for the vibration exciter using the air compressor machine in TBM.
3. a kind of loading device of TBM seismic waves advanced prediction instrument as claimed in claim 1, it is characterised in that described solid
Determine to also set up rubber washer between block and retractor device, influence of the vibration to wave detector to reduce retractor device.
4. a kind of loading device of TBM seismic waves advanced prediction instrument as claimed in claim 1, it is characterised in that described the
One drive mechanism and the second drive mechanism are hydraulic cylinder mechanism or motor mechanism.
5. a kind of loading device of TBM seismic waves advanced prediction instrument as claimed in claim 1, it is characterised in that described to stretch
Compression apparatus is provided with fixator, and the fixation and dismounting of retractor device are realized by driving screws, facilitates the quick and convenient of retractor device
It is mobile.
6. a kind of method of work of the loading device of TBM seismic wave advanced prediction instruments as described in claim 1-5 is any, its
It is characterised by, including:
Step 1:Controller exports the first activation bit to the first drive mechanism, under the driving effect of the first drive mechanism, base
Seat is moved to ad-hoc location along slide rail;
Step 2:Controller exports the second activation bit to the second drive mechanism, under the driving effect of the second drive mechanism, machine
Tool arm is moved, and vibration exciter is placed at the specified altitude assignment of tunnel wall, and adjusts the angle of mechanical arm tail end vibration exciter, is allowed to sharp
The direction of hair seismic wave is vertical with tunnel and vibration exciter is close to tunnel wall;
Step 3:Controller exports the 3rd activation bit to the 3rd drive mechanism, under the driving effect of the 3rd drive mechanism, stretches
Wave detector is close to tunnel wall surface by compression apparatus;Couplant in couplant container is delivered to fixation by couplant passage
Block side surface, it is ensured that the coupling of fixed block and tunnel wall;
Step 4:Wave detector receives the seismic wave that excites of vibration exciter, and is sent to controller and is stored;
Step 5:After current detection terminates, controller controls the 3rd drive mechanism so that retractor device is shunk, and wave detector is received
Return;Controller controls the first drive mechanism so that pedestal is moved to next detecting location on slide rail, is detected next time.
7. the method for work of the loading device of TBM seismic waves advanced prediction instrument as claimed in claim 6, it is characterised in that
The vibration exciter uses Dinoseis, and compressed air is provided for the vibration exciter using the air compressor machine in TBM.
8. the method for work of the loading device of TBM seismic waves advanced prediction instrument as claimed in claim 6, it is characterised in that
Rubber washer is also set up between the fixed block and retractor device, influence of the vibration to wave detector to reduce retractor device.
9. the method for work of the loading device of TBM seismic waves advanced prediction instrument as claimed in claim 6, it is characterised in that
First drive mechanism and the second drive mechanism are hydraulic cylinder mechanism or motor mechanism.
10. the method for work of the loading device of TBM seismic waves advanced prediction instrument as claimed in claim 6, it is characterised in that
The retractor device is provided with fixator, and the fixation and dismounting of retractor device are realized by driving screws, facilitates the fast of retractor device
Speed is moved easily.
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Publication number | Priority date | Publication date | Assignee | Title |
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