CN107167849A - The safety assisting system and forecast system of tunnel working geology radar method advanced prediction - Google Patents
The safety assisting system and forecast system of tunnel working geology radar method advanced prediction Download PDFInfo
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- CN107167849A CN107167849A CN201710307684.3A CN201710307684A CN107167849A CN 107167849 A CN107167849 A CN 107167849A CN 201710307684 A CN201710307684 A CN 201710307684A CN 107167849 A CN107167849 A CN 107167849A
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
- G01V3/00—Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation
- G01V3/12—Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation operating with electromagnetic waves
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S7/00—Details of systems according to groups G01S13/00, G01S15/00, G01S17/00
- G01S7/02—Details of systems according to groups G01S13/00, G01S15/00, G01S17/00 of systems according to group G01S13/00
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S7/00—Details of systems according to groups G01S13/00, G01S15/00, G01S17/00
- G01S7/02—Details of systems according to groups G01S13/00, G01S15/00, G01S17/00 of systems according to group G01S13/00
- G01S7/021—Auxiliary means for detecting or identifying radar signals or the like, e.g. radar jamming signals
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S7/00—Details of systems according to groups G01S13/00, G01S15/00, G01S17/00
- G01S7/02—Details of systems according to groups G01S13/00, G01S15/00, G01S17/00 of systems according to group G01S13/00
- G01S7/023—Interference mitigation, e.g. reducing or avoiding non-intentional interference with other HF-transmitters, base station transmitters for mobile communication or other radar systems, e.g. using electro-magnetic interference [EMI] reduction techniques
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- Engineering & Computer Science (AREA)
- Remote Sensing (AREA)
- Radar, Positioning & Navigation (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Computer Networks & Wireless Communication (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geophysics (AREA)
- Environmental & Geological Engineering (AREA)
- Electromagnetism (AREA)
- Geophysics And Detection Of Objects (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Radar Systems Or Details Thereof (AREA)
Abstract
The invention discloses a kind of safety assisting system and forecast system of tunnel working geology radar method advanced prediction, including fixed by cross track, radar antenna and carriage, vertically pull round positioner, the safety assisting system that stable and traction change course device and dynamical system are constituted；Face of the cross track along tunnel is laterally set；Described radar antenna is fixed and carriage is arranged on described cross track, is connected by draught line with described dynamical system, it is moved along described cross track；The described vertical positioner that pulls round is installed in the end of cross track, it is mainly used in realizing the steering and positioning of draught line, described stabilization and traction change course device is tilted and installed, its one end is connected with vertically pulling round positioner, the other end is set on the ground, its act on primarily to stable pull rope so realize radar antenna fix and carriage stable operation, prevent it from toppling over.
Description
Technical field
The present invention relates to a kind of safety assisting system suitable for tunnel benching tunnelling method construction geology radar method advanced prediction and
Forecast system.
Technical background
In modern constructing tunnel, in order to ensure the safety of constructing tunnel, go to subtract through the method frequently with advance geologic prediction
Engineering risk in small construction.Geological radar is as a kind of method for forecasting advanced geology, and because its is easy to operate, result of detection is accurate
High advantage and be widely used, escort in tunnel construction.
In tunnel geology radar surveying, in order to ensure the quality for launching, receiving signal, require that radar antenna is vertical first
Towards face, need to remain a constant speed in addition in the gatherer process of signal and advance and ensure survey line track on same straight line.
When carrying out the in-site measurement of geological radar in tunnel, radar antenna is responsible for movement by field worker, the mistake walked in workman
Cheng Zhong, neither can guarantee that radar antenna vertical plane, to face, cannot guarantee that and at the uniform velocity move, and survey line is fluctuated, in addition
The workman of face stands for a long time in face has great potential safety hazard.How geological radar is realized in constructing tunnel
Standardization measurement, it is ensured that the measurement accuracy of geological radar, reduce construction worker potential safety hazard, be urgent need to solve the problem.
The content of the invention
The purpose of the present invention be for overcome above-mentioned the deficiencies in the prior art there is provided one kind be applied to tunnel working geology radar
The safety assisting system and its operating method of method advanced prediction.The present invention is made in the present invention big absolutely using high-strength resin material
Partial component, component uses branch, the form of piecewise combination, and radar day can be maintained effectively in measurement process by the present invention
Line vertical plane to face, and ensure antenna remain a constant speed advance and survey line track on same straight line.The present invention is solved
In constructing tunnel, during using geological radar forward probe, it is impossible to ensure that radar antenna continues vertical plane to face, can not protect
Card is at the uniform velocity moved, and survey line is fluctuated, and the workman of face stands with great potential safety hazard for a long time in face
Problem.
To achieve the above object, the present invention uses following technical proposals：
A kind of safety assisting system suitable for tunnel working geology radar method advanced prediction, including by cross track, thunder
Fixed up to antenna and carriage, vertically pull round positioner, stable and traction change course device and dynamical system composition
Safety assisting system；
Face of the described cross track along tunnel is laterally set；Described radar antenna is fixed and carriage peace
On described cross track, it is connected by draught line with described dynamical system, it is moved along described cross track
It is dynamic；It is described it is vertical pull round the end that positioner is arranged on cross track, be mainly used in realizing draught line steering and
Positioning, described stabilization and traction change course device is tilted and installed, and its one end is connected with vertically pulling round positioner, the other end
Set on the ground, its act on primarily to stable pull rope so realize radar antenna fix and carriage stable fortune
OK, prevent it from toppling over.
It is preferred that, its center of the cross track is provided with circular cavity, and setting the main purpose in circular cavity is：Be conducive to
Mitigate cross track integrally to conduct oneself with dignity.The sliding rail of an indent is respectively provided with the track both sides, is provided with the top of track
The sliding rail of two indents, is provided with rotatable track supporting pad, there is the side of two evaginations track one end in the bottom of track
Shape bellmouth, track right-hand member has the square interface of two indents, is mainly used in the connection between neighbouring tracks.
It is preferred that, the radar antenna is fixed and carriage, includes the rectangular frame of a bottom opening, described
The inside of two side walls of rectangular frame is respectively provided with multiple pulleys, and outside is respectively provided with multiple padlocks, the inside top of rectangular frame
Provided with multiple pulleys, the bottom margin convex of rectangular frame.
It is preferred that, it is described vertically to pull round positioner, turned to comprising vertical connecting rod, height regulating rod and draught line
Square bellmouth containing two evaginations in bar, vertical connecting rod, is plugged in the square interface of cross track；Described height is adjusted
Pole, vertical connecting rod, draught line turning-bar are equipped with multiple connecting holes, for the connection between three bars, described
Draught line turning-bar provided with 2 fixed pulleys；Draught line and a pulley inscribe, it is circumscribed with another pulley, make steel
Strand locations are stable, and do not misplace, and by the connection of hole position different on height regulating rod, can obtain satisfied height.
It is preferred that, the stabilization and traction change course device, including the connector with turning function and fixed with ring
The pulley gear of function and cylindrical connecting rod, described connector include connector I, II, and connector I is plugged on draught line and turned
Into the connecting hole of bar, connector II is connected with connector I bearing pins so that connector II can rotate one relative to connector I
Fixed angle；With cylindrical connecting rod grafting after the certain angle of connector II rotations, set in described cylindrical connecting rod
There is the pulley gear with ring fixing function.
It is preferred that, stable and traction change course device, it is vertical pull round positioner and be made of high-strength resin material,
Avoid the interference made of metal material to radar electromagnetic signal.
It is preferred that, the cross track, length is 1m and two kinds of 0.5m, face can be covered with substantially, and can record the palm
The length of survey line in face of son.
It is preferred that, the cross track, vertical pull round positioner and stable and traction change course device component both sides
It is respectively provided with jointing；Connected between adjacent by jointing, make the eased convenience of assembling, be easy in this complexity in tunnel
Operated under environment.
It is preferred that, there are four indent sliding rails the cross track both sides and front, can be with described radar antenna
Fixed and carriage makes the two be connected to become entirety by laterally inserted connection, prevents inclined rail in moving process, landing.
It is preferred that, the cross track middle and lower part sets rotatable track supporting pad, makes the feelings in ground relief
Ensure the level of track under condition.
It is preferred that, described radar antenna is fixed and carriage is in symmetrical built-in eight pulleys in both sides and lower inner face, is made
The slip that radar antenna can be stablized in orbit, and do not toppled in sliding process.
It is preferred that, described radar antenna is fixed and carriage outside is symmetrical arranged four padlocks, can be to radar antenna
Diagonally fixed by stretchable rope.
It is preferred that, multiple connecting holes, bar are contained on described vertical connecting rod, height regulating rod and draught line turning-bar
Part is concave structure, rod member is had higher-strength and relatively low deadweight, by high-intensity resin bolt connection between rod member, is passed through
Different hole position connections, can obtain satisfied height.
It is preferred that, 2 fixed pulleys are contained on described draught line turning-bar；Steel strand wires and an inscribe, one outer
Cut, make steel strand wires position stable, and do not misplace, by the connection of hole position different on height regulating rod, can be satisfied with
Height.
It is preferred that, there is the cylinder bellmouth of evagination the connector side with turning function, makes itself and vertical traction
Turn to the portable connection of positioner.
It is preferred that, the pulley gear with ring fixing function, by evagination joint with holes, realizes pulley gear
The fixation of optional position on bar.
A kind of geological radar advance geologic prediction SOS, including radar detection apparatus, the radar antenna with
Safety assisting system is connected.
Suitable for the preparation method of the safety assisting system of tunnel working geology radar method advanced prediction, including following step
Suddenly：
Step 1：The various accessories of safety assisting system are made, suitable dynamical system accessory is bought；
Step 2：Face length assembling cross track is pressed, and cross track and radar antenna are fixed and carriage is carried out
Connection.
Step 3：Remaining accessory is connected into composition safety assisting system by Push-fit, and adjusted according to antenna height
Each height of pulley, completes to make.
The present invention operation principle be：
When carrying out advance geologic prediction to tunnel using geological radar method, in order to ensure the quality for launching, receiving signal,
It is required that radar antenna vertical plane is to face, needs to remain a constant speed in the gatherer process of signal and advance and ensure survey line track same
On straight line.Under the conditions of constructing tunnel, the present invention makes all kinds of accessories of the present invention, foundation using high-strength resin material
The mode of sort merge is assembled.During geological radar forward probe, the present invention ensures that radar antenna continues vertical plane to face, and
Guarantee is at the uniform velocity moved, and survey line keeps straight line, is effectively guaranteed radar antenna transmitting, is received the quality of signal, simultaneously
The potential safety hazard that workman stands for a long time in face is prevented.
Beneficial effects of the present invention are：
Safety assisting system of the present invention uses fabricated construction, and easy to carry using the structure, it is easy to combine, applicability is wide
The characteristics of, under the complex situations of constructing tunnel, it is ensured that radar receives the quality of transmission signal during forward probe.
The radar antenna of safety assisting system of the present invention is fixed and carriage completes the connection of system and radar system,
Make antenna operation personnel away from face, prevent potential safety hazard.
Brief description of the drawings
The Figure of description for constituting the part of the application is used for providing further understanding of the present application, and the application's shows
Meaning property embodiment and its illustrate be used for explain the application, do not constitute the improper restriction to the application.
Fig. 1 is execute-in-place schematic diagram of the invention；
Fig. 2 is the structural representation of the cross track of the present invention；
Fig. 3 is the front view of the cross track of the present invention；
Fig. 4 be radar antenna of the present invention fix and carriage front view；
Fig. 5 be radar antenna of the present invention fix and carriage side view；
Fig. 6 is the vertical schematic diagram for pulling round draught line turning-bar in positioner of the present invention；
Fig. 7 is the vertical schematic diagram for pulling round height regulating rod in positioner of the present invention；
Fig. 8 is the vertical schematic diagram for pulling round vertical connecting rod in positioner of the present invention；
Fig. 9 is schematic diagram that is of the invention stable and drawing connector portion distribution member in change course device；
Figure 10 is schematic diagram that is of the invention stable and drawing connector portion distribution member in change course device；
Figure 11 is present invention stabilization and the schematic diagram of traction change course device middle pulley device；
Figure 12 is the schematic diagram of cylindrical connecting rod in present invention stabilization and traction change course device；
In figure, 1 cross track, 2 radar antennas are fixed and carriage, 3 it is vertical pull round positioner, 4 it is stable and
Change course device is drawn, 5 dynamical systems, 11 central circulars are empty, 12 indent sliding rails 13, track supporting pad, 14 square bellmouths,
15 square interfaces；
21 track pulleys, 22 padlocks, 23 device edge convexes；
31 vertical connecting rods, 32 height regulating rods, 33 draught line turning-bars, 34 square bellmouths, 35 connecting holes, 36 pulleys；
41 connectors, 42 pulley gears, 43 cylindrical connecting rods, 44 cylinder bellmouths, 45 cylinder interfaces, 46 outer raised strips
The joint in hole, 47 pulleys fixed, the bellmouth of 48 evaginations, 49 interfaces, 50 bearing pins.
Embodiment
The present invention is further described with reference to the accompanying drawings and examples.
It is noted that described further below is all exemplary, it is intended to provide further instruction to the application.Unless another
Indicate, all technologies used herein and scientific terminology are with usual with the application person of an ordinary skill in the technical field
The identical meanings of understanding.
It should be noted that term used herein above is merely to describe embodiment, and be not intended to restricted root
According to the illustrative embodiments of the application.As used herein, unless the context clearly indicates otherwise, otherwise singulative
It is also intended to include plural form, additionally, it should be understood that, when in this manual using term "comprising" and/or " bag
Include " when, it indicates existing characteristics, step, operation, device, component and/or combinations thereof.
As background technology is introduced, when carrying out the in-site measurement of geological radar in tunnel, radar antenna is by existing
Field workman is responsible for movement, during workman walks, neither can guarantee that radar antenna vertical plane, to face, cannot guarantee that
At the uniform velocity move, and survey line is fluctuated, the workman of face stands for a long time in face in addition has great potential safety hazard.
The standardization measurement of geological radar how is realized in constructing tunnel, it is ensured that the measurement accuracy of geological radar, reduce construction worker
Potential safety hazard, be urgent need to solve the problem, in order to solve technical problem as above, present applicant proposes one kind be applied to tunnel
The safety assisting system and its operating method of construction geology radar method advanced prediction.The present invention is made using high-strength resin material
Most components in the present invention, component uses branch, the form of piecewise combination, can be effectively in measurement process by the present invention
It is middle maintenance radar antenna vertical plane to face, and ensure antenna remain a constant speed advance and survey line track on same straight line.
The present invention is solved in constructing tunnel, during using geological radar forward probe, it is impossible to ensure that radar antenna continues vertical plane thenad
Sub- face, cannot guarantee that and at the uniform velocity move, and survey line is fluctuated, and the workman of face stands with pole for a long time in face
The problem of big potential safety hazard.
Embodiment 1
In a kind of typical embodiment of the application, as shown in figs. 1-12 there is provided one kind with being applied to constructing tunnel
The safety assisting system of matter radar method advanced prediction, including fixed by cross track 1, radar antenna and carriage 2, vertically led
Draw steering positioner 3, stable and traction change course device 4 and dynamical system 5；It is most of between adjacent accessory to be connected by socket joint
Connect, cross track 1 and radar antenna are fixed and carriage 2 is by laterally inserted connection, cross track 1 and vertically pull round
Positioner 3 is connected by vertical connecting rod 31, vertically pulls round positioner 3 and stable and traction change course device 4 passes through
Connector 41 with turning function is connected, and draught line turning-bar 33 and pulley gear 42 define the position of steel strand wires.
As Figure 2-3, adjacent cross track 1, it is two kinds of specifications of 1m and 0.5m to have length, and area can be covered with substantially
Face, and the length of survey line before face can be recorded.The circular cavity 11 of single orbit centre, is conducive to mitigating cross track entirety certainly
Weight；
There are four symmetrical indent sliding rails 12 in track both sides and front, are supported thereunder containing rotatable track
Pad 13, can ensure the level of track in the case of ground relief.Track left end has the square bellmouth 14 of two evaginations,
Track right-hand member has the square interface 15 of two indents；Square bellmouth 14 and square interface 15 are mainly used in the company between multiple tracks
Connect, wherein the square interface 15 positioned at the track of final section is connected with the square bellmouth 34 in vertical connecting rod 31, vertically lead
Draw steering positioner vertical with cross track.
There are four indent sliding rails in cross track both sides and front, can fix and slide dress with described radar antenna
Put by laterally inserted connection, the two is connected to become entirety, prevent inclined rail in moving process, landing.
Cross track middle and lower part sets rotatable track supporting pad, makes to ensure track in the case of ground relief
Level.
As illustrated in figures 4-5, radar antenna is fixed and carriage 2, in symmetrical built-in eight pulleys 21 in both sides and lower inner face,
Outside is symmetrical arranged four padlocks 22, and radar antenna diagonally can be fixed by stretchable rope.Device edge convex 23；
Radar antenna is fixed and carriage is in symmetrical built-in eight pulleys in both sides and lower inner face, enables radar antenna in-orbit
Stable slip on road, and do not toppled in sliding process.Pulley and the track of top of the rail above coordinates, side
Pulley and the track of track side surfaces coordinate.
Radar antenna is fixed and carriage outside is symmetrical arranged four padlocks, can pass through stretchable rope to radar antenna
Diagonally fixed.
As shown in figs 6-8, positioner 3 is vertically pulled round, the vertical height regulating rod 32 of connecting rod 31 and traction is included
Contain on square bellmouth 34 containing two evaginations in line turning-bar 33, vertical connecting rod 31, bar between multiple connecting holes 35, rod member
By high-intensity resin bolt connection, connected by different hole positions, can adjust the height of rod member.Contain on draught line turning-bar 33
There are 2 fixed steel strand wires of pulley 36 and an inscribe, one circumscribed, make steel strand wires position stable, and do not misplace；
Contain multiple connecting holes on vertical connecting rod, height regulating rod and draught line turning-bar, rod member is concave structure,
Rod member is there is higher-strength and relatively low deadweight, by high-intensity resin bolt connection between rod member, connected by different hole positions
Connect, satisfied height can be obtained.
Contain 2 fixed pulleys on draught line turning-bar；Steel strand wires and an inscribe, one circumscribed, makes steel strand wires position
Stabilization is put, and is not misplaced, by the connection of hole position different on height regulating rod, satisfied height can be obtained.
As shown in figs9-12, it is stable and draw change course device 4, containing the connector 41 with turning function and contain ring
The pulley gear 42 of fixing function and cylindrical connecting rod 43 are constituted, and there is the cylinder bellmouth 44 of evagination the side of connector 41, even
Connecing the bottom of device 41 has the cylinder interface 45 of indent, and pulley gear 42 contains containing evagination joint 46 with holes, pulley gear 42
One fixed pulley 47 realizes the fixation of pulley gear optional position on bar by evagination joint with holes.Connecting rod 43
Length is 1m, and the bellmouth 48 of evagination and the interface 45 of indent are contained in two ends；
Connector 41 includes connector I (Fig. 9), II (Figure 10), and connector I cylinder bellmouth 44 is plugged on draught line and turned
Into the connecting hole 35 of bar, connector II interface 49 is connected with connector I bearing pin 50 so that connector II can be relative to
Connector I rotates certain angle；Connector II rotates its cylinder interface 45 and cylindrical connecting rod after certain angle
The grafting of interface 48, is provided with the pulley gear 42 with ring fixing function in described cylindrical connecting rod.
Suitable for the preparation method of the safety assisting system of tunnel working geology radar method advanced prediction, including following step
Suddenly：
Step 1：The various accessories of safety assisting system are made, suitable dynamical system accessory is bought；
Step 2：Face length assembling cross track is pressed, and cross track and radar antenna are fixed and carriage is carried out
Connection.
Step 3：Remaining accessory is connected into composition safety assisting system by Push-fit, and adjusted according to antenna height
Each height of pulley, completes to make.
Length that can be according to tunnel tunnel face, combines the length of cross track, cross track 1, radar antenna are fixed and
Carriage 2, vertical positioner 3, stabilization and traction change course device 4 and the dynamical system 5 of pulling round correctly are assembled successively.Group
After conjunction, it is placed in after tunnel tunnel face and is fixed by radar antenna and carriage 2 is connected with radar antenna.
The present invention uses fabricated construction, is a kind of safety assisting system of radar antenna, with safe, carrying side
Just, it is easy to assemble, the advantages of maintaining easily.Wherein cross track 1 determines measurement track, and radar antenna is fixed and carriage
2 realize the stable fixation of antenna, vertically pull round positioner 3 and stable and traction change course device 4 ensure that measurement
The direction of linearity and steel strand wires, dynamical system 5 ensure that measurement at the uniform velocity.
Embodiment 2：
A kind of geological radar advanced geology prediction system, including geological radar instrument, geological radar instrument and the safety of embodiment 1
The radar antenna of accessory system is fixed and carriage 2 is connected.
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 safety assisting system of tunnel working geology radar method advanced prediction, it is characterised in that including by cross track,
Radar antenna is fixed and carriage, vertically pull round positioner, stable and traction change course device and dynamical system composition
Safety assisting system；Face of the described cross track along tunnel is laterally set；Described radar antenna is fixed and sliding
Dynamic device is arranged on described cross track, is connected by draught line with described dynamical system, is made it along described horizontal stroke
Moved to track；The described vertical positioner that pulls round is mainly used in realizing draught line installed in the end of cross track
Steering and positioning, described stabilization and traction change course device tilt and install, and its one end is with vertically pulling round positioner phase
Company, the other end is set on the ground, and it is acted on primarily to stablizing pull rope and then realizing that dress is fixed and slided to radar antenna
The stable operation put, prevents it from toppling over.
2. the safety assisting system of tunnel working geology radar method advanced prediction as claimed in claim 1, it is characterised in that institute
Its center of cross track is stated provided with circular cavity, the sliding rail of an indent is respectively provided with the track both sides, in track
Sliding rail of the top provided with two indents, is provided with rotatable track supporting pad, track one end has two in the bottom of track
The square bellmouth of evagination, track right-hand member has the square interface of two indents, is mainly used in the connection between neighbouring tracks.
3. the safety assisting system of tunnel working geology radar method advanced prediction as claimed in claim 1, it is characterised in that institute
State radar antenna to fix and carriage, include the rectangular frame of a bottom opening, in two sides of described rectangular frame
The inside of wall is respectively provided with multiple pulleys, and outside is respectively provided with multiple padlocks, and the inside top of rectangular frame is provided with multiple pulleys, rectangle
The bottom margin convex of framework.
4. the safety assisting system of tunnel working geology radar method advanced prediction as claimed in claim 1, it is characterised in that institute
State and vertically pull round positioner, comprising vertical connecting rod, height regulating rod and draught line turning-bar, contain in vertical connecting rod
There is the square bellmouth of two evaginations, be plugged in the square interface of cross track；Described height regulating rod, vertical connecting rod,
Draught line turning-bar is equipped with multiple connecting holes, for the connection between three bars, on described draught line turning-bar
Provided with 2 fixed pulleys；Draught line and a pulley inscribe, it is circumscribed with another pulley, make steel strand wires position stable, and not
Misplace.
5. the safety assisting system of tunnel working geology radar method advanced prediction as claimed in claim 1, it is characterised in that institute
State stable and traction change course device, including the connector with turning function and pulley gear and circle with ring fixing function
Cylindricality connecting rod, described connector includes connector I, II, and connector I is plugged in the connecting hole of draught line turning-bar, even
Meet device II with connector I bearing pins to be connected so that connector II can rotate certain angle relative to connector I；Connector II
With cylindrical connecting rod grafting after the certain angle of rotation, being provided with described cylindrical connecting rod has ring fixing function
Pulley gear.
6. the safety assisting system of tunnel working geology radar method advanced prediction as claimed in claim 1, it is characterised in that institute
The stabilization stated and traction change course device, vertical pull round positioner and be made of high-strength resin material, it is to avoid with gold
Belong to interference of the material making to radar electromagnetic signal.
7. the safety assisting system of tunnel working geology radar method advanced prediction as claimed in claim 1, it is characterised in that institute
Cross track is stated, length is 1m and two kinds of 0.5m.
8. the safety assisting system of tunnel working geology radar method advanced prediction as claimed in claim 1, it is characterised in that institute
The rod member on vertical connecting rod, height regulating rod and draught line turning-bar stated is to pass through high intensity tree between concave structure, rod member
Fat bolt connection.
9. the safety assisting system of tunnel working geology radar method advanced prediction as claimed in claim 1, it is characterised in that institute
The pulley gear with ring fixing function is stated, by evagination joint with holes, pulley gear optional position on bar is realized
It is fixed.
10. a kind of geological radar advanced geology prediction system, it is characterised in that including geological radar instrument, described geological radar
Instrument is arranged on any described safety assisting systems of claim 1-9.
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| CN201710307684.3A CN107167849B (en) | 2017-05-04 | 2017-05-04 | The safety assisting system and forecast system of tunnel working geology radar method advanced prediction |
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| CN201710307684.3A CN107167849B (en) | 2017-05-04 | 2017-05-04 | The safety assisting system and forecast system of tunnel working geology radar method advanced prediction |
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| CN107167849B CN107167849B (en) | 2018-11-30 |
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| CN109212615A (en) * | 2018-08-06 | 2019-01-15 | 山东大学 | Auxiliary device and working method suitable for tunnel geology radar method advanced prediction |
| CN109298416A (en) * | 2018-09-18 | 2019-02-01 | 山东大学 | A kind of Tunnel Engineering geologic radar detection auxiliary device and working method |
| CN109444877A (en) * | 2018-12-17 | 2019-03-08 | 山东大学 | The comprehensive automatic sweep apparatus of advance geologic prediction and method based on climbing tooth guide rail |
| CN109828237A (en) * | 2019-01-17 | 2019-05-31 | 山东大学 | A kind of Portable type full-automatic radar auxiliary vehicle and its application method |
| CN110687533A (en) * | 2019-09-02 | 2020-01-14 | 山东大学 | Geological radar auxiliary device and method suitable for tunnel lining quality detection |
| CN111708018A (en) * | 2020-05-21 | 2020-09-25 | 上海二十冶建设有限公司 | Tunnel face geological radar detection auxiliary device and using method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08271642A (en) * | 1995-03-28 | 1996-10-18 | Mitsui Eng & Shipbuild Co Ltd | Underground radar apparatus |
| CN101846639A (en) * | 2010-05-19 | 2010-09-29 | 云南三星机械设备仪器制造有限公司 | Movable tunnel detection arm |
| CN103592689A (en) * | 2013-11-22 | 2014-02-19 | 山东大学 | Combined type rail device for laying radar antenna automatically and testing method |
| CN104613935A (en) * | 2015-01-23 | 2015-05-13 | 山东大学 | Telescopic automatic leveling track system used for tunnel detection and using method of telescopic automatic leveling track system |
| CN204374412U (en) * | 2014-12-31 | 2015-06-03 | 中铁十二局集团有限公司 | Tunnel geology radar antenna position control car |
| CN106120584A (en) * | 2016-08-29 | 2016-11-16 | 五冶集团上海有限公司 | A kind of box culvert slip form construction device and method |
-
2017
- 2017-05-04 CN CN201710307684.3A patent/CN107167849B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08271642A (en) * | 1995-03-28 | 1996-10-18 | Mitsui Eng & Shipbuild Co Ltd | Underground radar apparatus |
| CN101846639A (en) * | 2010-05-19 | 2010-09-29 | 云南三星机械设备仪器制造有限公司 | Movable tunnel detection arm |
| CN103592689A (en) * | 2013-11-22 | 2014-02-19 | 山东大学 | Combined type rail device for laying radar antenna automatically and testing method |
| CN204374412U (en) * | 2014-12-31 | 2015-06-03 | 中铁十二局集团有限公司 | Tunnel geology radar antenna position control car |
| CN104613935A (en) * | 2015-01-23 | 2015-05-13 | 山东大学 | Telescopic automatic leveling track system used for tunnel detection and using method of telescopic automatic leveling track system |
| CN106120584A (en) * | 2016-08-29 | 2016-11-16 | 五冶集团上海有限公司 | A kind of box culvert slip form construction device and method |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109212615A (en) * | 2018-08-06 | 2019-01-15 | 山东大学 | Auxiliary device and working method suitable for tunnel geology radar method advanced prediction |
| CN109212615B (en) * | 2018-08-06 | 2019-12-24 | 山东大学 | Auxiliary device suitable for advanced prediction of tunnel geological radar method and working method |
| CN109298416A (en) * | 2018-09-18 | 2019-02-01 | 山东大学 | A kind of Tunnel Engineering geologic radar detection auxiliary device and working method |
| CN109444877A (en) * | 2018-12-17 | 2019-03-08 | 山东大学 | The comprehensive automatic sweep apparatus of advance geologic prediction and method based on climbing tooth guide rail |
| CN109444877B (en) * | 2018-12-17 | 2023-02-03 | 山东大学 | Advanced geological forecast all-dimensional automatic scanning device and method based on tooth-climbing guide rail |
| CN109828237A (en) * | 2019-01-17 | 2019-05-31 | 山东大学 | A kind of Portable type full-automatic radar auxiliary vehicle and its application method |
| CN109828237B (en) * | 2019-01-17 | 2023-03-10 | 山东大学 | Portable full-automatic radar auxiliary vehicle and using method thereof |
| CN110687533A (en) * | 2019-09-02 | 2020-01-14 | 山东大学 | Geological radar auxiliary device and method suitable for tunnel lining quality detection |
| CN111708018A (en) * | 2020-05-21 | 2020-09-25 | 上海二十冶建设有限公司 | Tunnel face geological radar detection auxiliary device and using method thereof |
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