CN106896357A - A kind of chassis for the work of face radar advance geologic prediction - Google Patents
A kind of chassis for the work of face radar advance geologic prediction Download PDFInfo
- Publication number
- CN106896357A CN106896357A CN201710104369.0A CN201710104369A CN106896357A CN 106896357 A CN106896357 A CN 106896357A CN 201710104369 A CN201710104369 A CN 201710104369A CN 106896357 A CN106896357 A CN 106896357A
- Authority
- CN
- China
- Prior art keywords
- support member
- support
- trolley track
- radar
- face
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- 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
- G01S13/00—Systems using the reflection or reradiation of radio waves, e.g. radar systems; Analogous systems using reflection or reradiation of waves whose nature or wavelength is irrelevant or unspecified
- G01S13/88—Radar or analogous systems specially adapted for specific applications
- G01S13/885—Radar or analogous systems specially adapted for specific applications for ground probing
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61D—BODY DETAILS OR KINDS OF RAILWAY VEHICLES
- B61D15/00—Other railway vehicles, e.g. scaffold cars; Adaptations of vehicles for use on railways
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Electromagnetism (AREA)
- Computer Networks & Wireless Communication (AREA)
- General Physics & Mathematics (AREA)
- Transportation (AREA)
- Mechanical Engineering (AREA)
- Radar Systems Or Details Thereof (AREA)
- Train Traffic Observation, Control, And Security (AREA)
Abstract
The invention discloses a kind of chassis for the work of face radar advance geologic prediction, it is big that it solves geology detecting volume in the prior art, quality is big, the detection presence of complicated geological environment is difficult situation, the scheme of use is to include the support located at tunnel tunnel face side, support is in door type structure, activity sets trolley track support member on support, trolley track support member can opposite brackets Unscrew, trolley track support member bottom sets support member, support member one end is fixed with trolley track support member, the other end is stable to realize the trolley track support member opened with support fixation, track is set on trolley track support member, moveable carriage is set on track, detection radar is set on dolly, dolly is moved and then drives detection radar movement.
Description
Technical field
It is more particularly to a kind of super for face radar the present invention relates to advanced geology for tunnel construction forecasting technique field
The chassis of preceding geologic prediction work.
Background technology
Developing rapidly for China's economy, has promoted the rapid development of transportation business, with being continuously increased for tunnel quantity, rule
The continuous increase of mould, therefore to the safety requirements of workmen also more and more higher.Often adopted in traditional method for forecasting advanced geology
Use ground penetrating radar detection method, compared compared with other forecasting modes, it has forecast precision high, operate it is relatively easy the advantages of.Root
Divided according to advance geologic prediction distance, the detection of unfavorable geologic body is carried out frequently with 100MHz radars.And due to radar detection day
The characteristics of line volume is big, quality is big, is not easy to the detect operation of complicated geological environment.Additionally, the underground engineering such as tunnel, mine is applied
Under the coupling of work disturbance, high-ground stress and high hydraulic pressure, working face landslide, rock burst, the hair of prominent discharge disaster are easily caused
It is raw, easily cause the loss of personnel's property.
Therefore, need a kind of being applied to badly and intricately descend the device of mechanical engineering operation.
The content of the invention
In order to overcome the deficiencies in the prior art, the invention provides a kind of for the work of face radar advance geologic prediction
Chassis, the chassis can be moved by dolly to radar antenna, to ensure operating personnel, instrument safety, be improved in advance
Matter forecasts efficiency and precision, meanwhile, the recoverable setting of trolley track support member influences low to Construction of Supporting.
A kind of concrete scheme of chassis for the work of face radar advance geologic prediction is as follows：
A kind of chassis for the work of face radar advance geologic prediction, including：
Located at the support of tunnel tunnel face side, support is in door type structure, and activity sets trolley track support on support
Part, trolley track support member can opposite brackets Unscrew, trolley track support member bottom setting support member, support member one
End is fixed with trolley track support member, and the other end is stable to realize the trolley track support member opened with support fixation, in chassis
Track is set in track supports, moveable carriage is set on track, detection radar, dolly movement and then drive are set on dolly
Detection radar is moved.
Above-mentioned trolley device, with the movement of support, dolly operative orientation is to excavate direction along face to push away forward
Enter, so laying trolley track it is parallel with tunnel tunnel face, dolly by lay track move, drive detection radar and
The movement of radar antenna, realizes to the advance geologic prediction in tunnel, trolley track support member can opposite brackets Unscrew, this
Sample opens trolley track support member when needing to use radar detection, it is not necessary to when, can be withdrawn, it is to avoid in tunnel
The influence of construction.
Because needing to construct vault in tunnel, it is provided for providing workmen's standing surface at the top of the support
Workbench, workbench by bar-mat reinforcement laying form.
In order to adapt to the face of different concavo-convex degree, the support can be in the scalable setting of vertical direction, support
Electric telescopic pipe, or the strut and sleeve pipe being bolted, strut are fixed in sleeve pipe by bolt.
The support be arranged in parallel with tunnel tunnel face, and support is vertically arranged, and support is reinforced frame, trolley track support member
After opening, by the support of support member, the opening of horizontal direction is may be implemented in, realizes dolly movement in the horizontal direction；
The width of support is less than or equal to the width of tunnel tunnel face, and dolly is moved back and forth along the width of face, and then
Realize the measurement to data.
For convenience to the movement of support, roller is set in the bottom of the support, radar detection is completed so at one
Afterwards, the movement to support is achieved that by roller.
Further, roller for can locking roller, such setting can enter with the excavation direction of face to support
Row propulsion, to lay the support works such as steel arch-shelf, bar-mat reinforcement in vault.
Track is fixed for convenience, the trolley track support member is provided with the groove for placing the track,
Support is set at two, and similarly, the trolley track support member for supporting a trolley track can be two, or four
Individual, the wheel line number according to dolly bottom side is determined.
The support member is hound, and hound one end is articulated and connected with support, other end suspension, in the trolley rail
Road support member bottom sets raised stator, and the end of hound can offset to support trolley track to support with raised stator
Part, can be set multiple projection stators on a trolley track support member, correspondingly, can be set identical with raised stator quantity
Hound.
In order to realize the opened setting of trolley track support member, the trolley track support member passes through with described support
Gemel connection.
Or, the trolley track support member is attached with described support by bearing, and bearing is round bearing, circle
Shape bearing is fixed with support, and trolley track support member is stock, and trolley track support member end is set through round bearing.
The dolly is that remote operated vehicle realizes the remote operation to detection radar movement, remote operated vehicle and the radar day
Line is fixed by adhesive tape.The grip block of fixed radar antenna is provided in the dolly bottom, grip block sets in frame-type
Put, be fixed on radar antenna on grip block by grip block, grip block is fixed by bolt with dolly, antenna through grip block with
Space between dolly, under dolly bottom, PVC hardboards are processed, it is to avoid interference of the metal material to radar signal.
The trolley track support member point row on support are set, and each column sets multiple, two neighboring trolley rail in each column
Road support member interval setpoint distance is set, and realizes the setting of different height track.
Compared with prior art, the beneficial effects of the invention are as follows：
1) apparatus of the present invention mechanization degree is high, without manually measuring in person, can accurately be visited for unfavorable geologic body
Survey, realize the security and high efficiency of detect operation.
2) apparatus of the present invention are compared compared with conventional detection methods, are thoroughly solved because the underground engineerings such as tunnel, mine are being applied
Under the coupling of work disturbance, high-ground stress and high hydraulic pressure, working face landslide, rock burst, prominent discharge disaster are caused to detection people
Member causes security threat this problem, accelerates the speed of radar detection, it is ensured that radar advance geologic prediction it is safe and smooth
Carry out.
3) by by trolley track support member, the recoverable setting of support member in the present invention, it is to avoid whole device is to normal
The influence of constructing tunnel operation.
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 illustrated for explaining the application, does not constitute the improper restriction to the application.
Fig. 1 is this tunnel trolley front view
Fig. 2 is radar prediction orbit schematic device
Fig. 3 is that radar antenna moves schematic diagram
Fig. 4 is trolley track support device structure figure.
Wherein, 1. workbench, 2. track, 3. dolly, 4. support, 5. radar antenna, 6. grip block, 7. trolley track branch
Support member, 8. groove, 9. hound, 10. round bearing, 11. knobs, 12. raised stators.
Specific embodiment
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 specific 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
Be also intended to include plural form, additionally, it should be understood that, when in this manual use term "comprising" and/or " bag
Include " when, it indicates existing characteristics, step, operation, device, component and/or combinations thereof.
As background technology is introduced, the deficiency of stratum original state can not be kept present in prior art, in order to solve
As above technical problem, present applicant proposes a kind of chassis for the work of face radar advance geologic prediction.
In a kind of typical implementation method of the application, as shown in figure 1, a kind of be used for face radar advance geologic prediction
The chassis of work, including：
Located at the support 4 of tunnel tunnel face side, support 4 is in door type structure, and activity sets trolley track branch on support 4
Support member 7, trolley track support member 7 can the Unscrew of opposite brackets 4, the bottom of trolley track support member 7 setting support member, support
Part one end is fixed with trolley track support member 7, and the other end is steady to realize the trolley track support member 7 opened with support fixation
It is fixed, track is set on trolley track support member 7, moveable carriage 3 is set on track, detection radar, dolly are set on dolly 3
Mobile dragging radar antenna 5 and then drive detection radar movement.
Above-mentioned trolley device, located at the front side of tunnel tunnel face, so trolley track of laying is put down with tunnel tunnel face
Row/vertical, dolly is moved by the track laid, and drives the movement of detection radar and radar antenna 5, is realized to super in tunnel
Preceding geologic prediction, trolley track support member 7 can opposite brackets Unscrew, so when needing to use radar detection, open chassis
Track supports, it is not necessary to when, can be withdrawn, it is to avoid the influence to being constructed in tunnel.
Because needing to construct vault in tunnel, it is provided for providing workmen standing at the top of the support 4
The workbench 1 in face, workbench 1 is formed by bar-mat reinforcement laying.
In order to adapt to the face of different concavo-convex degree, in the scalable setting of vertical direction, support 4 can be with for the support 4
It is electric telescopic pipe, or the strut and sleeve pipe being bolted, strut is fixed in sleeve pipe by bolt.
Support 4 be arranged in parallel with tunnel tunnel face, and support 4 is vertically arranged, and support 4 is reinforced frame, trolley track support member 7
After opening, by the support of support member, the opening of horizontal direction is may be implemented in, realizes the movement in the horizontal direction of dolly 3；
Width of the width of support 4 less than or equal to tunnel tunnel face.
For convenience to the movement of support 4, roller is set in the bottom of the support 4, so radar detection is complete at one
Cheng Hou, the movement to support 4 is achieved that by roller, and roller is can locking roller.
Track is fixed for convenience, the trolley track support member 7 is provided with the groove for placing the track
8, support 4 is set at two, and similarly, the trolley track support member 7 for supporting a trolley track can be two, or
Four, the wheel line number according to the bottom side of dolly 3 is determined.The bottom of dolly 3 sets grip block 6, and grip block 6 is used for radar day
Line is fixed, and grip block 6 is processed by PVC hardboards, it is to avoid interference of the metal material to radar signal, its specification is not according to
Same frequency radar antenna length and width is selected, and the wheel with the equivalent specifications of remote-controlled dolly 3 is installed below grip block.
The support member is hound 9, and the one end of hound 9 is articulated and connected with support 4, other end suspension, at described
Car track supports bottom sets raised stator 12, and the end of hound 9 can offset to support chassis with raised stator 12
Track supports 7, can be set multiple projection stators 12 on a trolley track support member 7, correspondingly, can be set and consolidate with projection
Stator quantity identical hound 9, as shown in Figures 2 and 3.
In order to realize the opened setting of trolley track support member 7, the trolley track support member 7 and described support 4
By gemel connection.
Or, the trolley track support member 7 is attached with described support 4 by bearing, and bearing is round bearing
10, round bearing 10 is fixed with support 4, and trolley track support member 7 is stock, and the end of trolley track support member 7 passes through circular shaft
10 settings are held, as shown in figure 4, knob can be set in the side of round bearing 10, to control the Unscrew of round bearing 10.
The dolly is that remote operated vehicle realizes the remote operation to detection radar movement, remote operated vehicle and the radar day
Line is fixed by adhesive tape.
The trolley track support member point row on support are set, and each column sets multiple, two neighboring trolley rail in each column
Road support member interval setpoint distance is set, and realizes the setting of different height track.
The preferred embodiment of the application is the foregoing is only, the application is not limited to, for the skill of this area
For art personnel, the application can have various modifications and variations.It is all within spirit herein and principle, made any repair
Change, equivalent, improvement etc., should be included within the protection domain of the application.
Claims (10)
1. it is a kind of for face radar advance geologic prediction work chassis, it is characterised in that including：
Located at the support of tunnel tunnel face side, support is in door type structure, and activity sets trolley track support member, platform on support
Car track supports can opposite brackets Unscrew, trolley track support member bottom set support member, support member one end with
Trolley track support member is fixed, and the other end is stable to realize the trolley track support member opened with support fixation, in trolley track
Track is set on support member, moveable carriage is set on track, detection radar, dolly movement and then drive detection are set on dolly
Radar movable.
2. it is according to claim 1 it is a kind of for face radar advance geologic prediction work chassis, it is characterised in that
It is provided for providing the workbench of workmen's standing surface at the top of the support.
3. it is according to claim 1 it is a kind of for face radar advance geologic prediction work chassis, it is characterised in that
The support is in the scalable setting of vertical direction.
4. it is according to claim 1 it is a kind of for face radar advance geologic prediction work chassis, it is characterised in that
In the bottom of the support, roller is set；
Further, roller is for can locking roller.
5. it is according to claim 1 it is a kind of for face radar advance geologic prediction work chassis, it is characterised in that
The trolley track support member is provided with the groove for placing the track.
6. it is according to claim 1 it is a kind of for face radar advance geologic prediction work chassis, it is characterised in that
The support member is hound, and raised stator is set in the trolley track support member bottom, and the end of hound can be with
Raised stator offsets to support trolley track support member.
7. it is according to claim 1 it is a kind of for face radar advance geologic prediction work chassis, it is characterised in that
The trolley track support member passes through gemel connection with described support.
8. it is according to claim 1 it is a kind of for face radar advance geologic prediction work chassis, it is characterised in that
The trolley track support member is attached with described support by bearing.
9. it is according to claim 1 it is a kind of for face radar advance geologic prediction work chassis, it is characterised in that
The dolly is remote operated vehicle, and remote operated vehicle is fixed with the radar antenna by adhesive tape.
10. a kind of chassis for the work of face radar advance geologic prediction according to claim 1, its feature exists
In being provided for the grip block of fixed radar antenna in the dolly bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710104369.0A CN106896357A (en) | 2017-02-24 | 2017-02-24 | A kind of chassis for the work of face radar advance geologic prediction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710104369.0A CN106896357A (en) | 2017-02-24 | 2017-02-24 | A kind of chassis for the work of face radar advance geologic prediction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106896357A true CN106896357A (en) | 2017-06-27 |
Family
ID=59184084
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710104369.0A Pending CN106896357A (en) | 2017-02-24 | 2017-02-24 | A kind of chassis for the work of face radar advance geologic prediction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106896357A (en) |
Cited By (2)
| 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 |
| CN109854295A (en) * | 2018-12-28 | 2019-06-07 | 中国水利水电第四工程局有限公司 | A kind of jacked piles with small section physical prospecting survey line skid and application |
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| JP3822356B2 (en) * | 1998-05-27 | 2006-09-20 | 株式会社奥村組 | Box culvert tunnel stress relief device and seismic structure of box culvert tunnel |
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| CN203658596U (en) * | 2013-11-22 | 2014-06-18 | 山东大学 | Combined automatic layout radar antenna rail equipment |
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| CN205277495U (en) * | 2015-12-16 | 2016-06-01 | 山东科技大学 | A sealing device of lane group for gob entry |
| CN106351429A (en) * | 2016-09-20 | 2017-01-25 | 中国建筑股份有限公司 | Heavy support system and construction method thereof |
| CN106379839A (en) * | 2016-12-01 | 2017-02-08 | 中铁工程机械研究设计院有限公司 | Work platform for modular multifunctional drill jumbo and method |
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2017
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3822356B2 (en) * | 1998-05-27 | 2006-09-20 | 株式会社奥村組 | Box culvert tunnel stress relief device and seismic structure of box culvert tunnel |
| CN202338346U (en) * | 2011-11-24 | 2012-07-18 | 贵州盘江矿山机械有限公司 | Combined device for recycling excavation working surface equipment |
| CN203658596U (en) * | 2013-11-22 | 2014-06-18 | 山东大学 | Combined automatic layout radar antenna rail equipment |
| CN203597757U (en) * | 2013-11-29 | 2014-05-21 | 顺丰速运有限公司 | Foldable wall-mounted bracket |
| CN204703922U (en) * | 2015-06-05 | 2015-10-14 | 广东省公路勘察规划设计院股份有限公司 | A kind ofly process the construction corollary equipment that Tunnel invades limit |
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| CN205277495U (en) * | 2015-12-16 | 2016-06-01 | 山东科技大学 | A sealing device of lane group for gob entry |
| CN106351429A (en) * | 2016-09-20 | 2017-01-25 | 中国建筑股份有限公司 | Heavy support system and construction method thereof |
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Cited By (3)
| 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 |
| CN109854295A (en) * | 2018-12-28 | 2019-06-07 | 中国水利水电第四工程局有限公司 | A kind of jacked piles with small section physical prospecting survey line skid and application |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170627 |
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| RJ01 | Rejection of invention patent application after publication |