CN206599704U - A kind of subway rail guidance tape basement construction equipment - Google Patents
A kind of subway rail guidance tape basement construction equipment Download PDFInfo
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- CN206599704U CN206599704U CN201621101946.8U CN201621101946U CN206599704U CN 206599704 U CN206599704 U CN 206599704U CN 201621101946 U CN201621101946 U CN 201621101946U CN 206599704 U CN206599704 U CN 206599704U
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- Prior art keywords
- cutter machine
- thick vibrator
- accurate
- thick
- vibrator
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Abstract
The utility model discloses a kind of subway rail guidance tape basement construction equipment, it includes total powerstation dolly（1）, accurate bump-cutter machine（2）With thick vibrator（3）, this three part forms a whole；Total powerstation dolly（1）With accurate bump-cutter machine（2）, thick vibrator（3）Using dedicated radio link, total powerstation（1‑1）With accurate bump-cutter machine control computer（2‑5）, thick vibrator control computer（3‑4）Using dedicated radio link, accurate bump-cutter machine control computer（2‑5）, thick vibrator control computer（3‑4）Respectively with accurate bump-cutter machine hydraulic oil pump（2‑7）, thick vibrator hydraulic oil pump（3‑10）With accurate bump-cutter machine digital oil cylinder（2‑2）, thick vibrator digital oil cylinder（3‑2）And accurate bump-cutter machine servomotor（2‑3）, thick vibrator servomotor（3‑3）Connected using control circuit.
Description
Technical field
The utility model is related to a kind of subway rail guidance tape pedestal concreting outfit, belongs to Subway track engineering construction skill
Art field.
Background technology
As subway construction progressively develops in each city, subway work technique also changes therewith, present underground railway track work
Journey Monolithic Track Bed Construction is cast-in-place concrete technique.With the development of technology, it is desirable to raising, Subway track engineering solid concrete roabed
Start to develop toward the direction of prefabricated board, i.e., factory is produced solid concrete roabed by technical requirements, then be transported to job site
Row is installed, the continuous discrepancy in elevation≤3mm of this technological requirement track plates base plane.Existing concrete speading car currently on the market
The broad place construction in the places such as factory building, airport is generally used for, volume is larger, and walking manner is rubber-tyred, by manually controlling
Direction.And the subway work overwhelming majority is construction in tunnel, construction surface is long and narrow, and existing paver vehicle volume is excessive to be entered
Tunnel, and tunnel is largely circular tunnel, existing paver vehicle can not walk in tunnel, also there is slope in work progress in addition
Road, curve, existing paver vehicle can not reach required precision.
Utility model content
The technical problems to be solved in the utility model is：A kind of subway rail guidance tape basement construction equipment is provided, it is existing to overcome
It can not enter tunnel because volume is excessive with the presence of technology, the deficiencies such as required precision can not be reached.
The utility model is adopted the technical scheme that：It includes total powerstation dolly, accurate bump-cutter machine and thick vibrator, and this three
Part forms a whole；Total powerstation dolly uses wireless connection with accurate bump-cutter machine, thick vibrator, and total powerstation is flattened with accurate
Machine control computer, thick vibrator control computer use dedicated radio link, accurate bump-cutter machine control computer, thick vibrator control
Computer processed respectively with accurate bump-cutter machine hydraulic oil pump, thick vibrator hydraulic oil pump and accurate bump-cutter machine digital oil cylinder, slightly vibrate
Machine digital oil cylinder and accurate bump-cutter machine servomotor, thick vibrator servomotor are connected using control circuit.
Accurate bump-cutter machine by accurate bump-cutter machine prism, accurate bump-cutter machine digital hydraulic jack, accurate bump-cutter machine servomotor,
Accurate bump-cutter machine hydraulic top stretches system, accurate bump-cutter machine control computer, accurate bump-cutter machine skeleton, accurate bump-cutter machine hydraulic oil
Pump, accurate bump-cutter machine travelling wheel and accurate bump-cutter machine vibro-rammer composition.
Thick vibrator is by thick vibrator prism, thick vibrator digital hydraulic jack, thick vibrator servomotor, thick vibrator
Control computer, thick vibrator skeleton, thick vibrator concrete spades, thick vibrator concrete spades support system, concrete
Vibrating head, thick vibrator hydraulic top stretch system, thick vibrator hydraulic oil pump, thick vibrator travelling wheel and thick vibrator vibro-rammer group
Into.
Accurate bump-cutter machine vibro-rammer, thick vibrator vibro-rammer are made up of cloth screw rod and the panel that vibrates respectively.
Concrete vibration bar uses plug-in type vibrating rod.
Walking manner uses tool track structure.
The utility model is that tool track is set up in the circular tunnel scope of operation, and subway rail guidance tape basement construction is equipped in instrument
It can be walked back and forth on rail, this equipment is made up of three parts, Part I is total powerstation dolly, Part II flattens to be accurate
Machine, Part III is thick vibrator.Total powerstation band ATR on total powerstation dolly sights system and super search system automatically, with
Just continuous dynamic tracking and measurement are supported, total powerstation passes through with the measurement on thick vibrator and accurate bump-cutter machine and control computer
Wireless to carry out data communication, data add Handshake Protocol and verification, 1 point of CP of demarcation, by the cross-post point of operation section circuit, it is straight it is slow,
Slow circle, circle are slow, delay the data such as straight, curved medium dots and route curve radius deposit control system, total powerstation dolly and slightly vibrate
The signal installed on the oil cylinder of machine receives the good original position of prism static demarcating, then indulges the bid section that total station survey is obtained
The road surface such as slope, horizontal slope parameter input controller, is walked back and forth once in scope of operation zero load by thick vibrator, surveyed out because of tool track
Road surface parameter error that is out of shape and producing is gone up, then measurement error input controller, thick vibrator begins to work, thick vibrator
On the displacement transducer that is carried by digital hydraulic jack of cylinder action displacement feed back to controller and form closed-loop control, according to
Device, the angle of inclination of vibro-rammer and cloth screw hydraulic motor direction of rotation are evened in the change control of circuit superelevation out, are then slightly shaken
Stamper is walked toward construction direction, and aggregate is evened out, while operating concrete vibration bar to decline, inserts concrete vibration bar
Enter in aggregate and fully vibrate, enable aggregate uniform pack into the bar-mat reinforcement of tunnel road base, this operation
After the completion of concrete surface reserve positive error, highly higher 3 millimeters than design seat surface, thick vibrator, which runs to next station, to be stopped etc.
Next cycle operation is treated, then accurate bump-cutter machine is travelled to operation original position, and control principle is the same with thick vibrator, utilized
The real time measured position of prism is compared with theoretical position on digital oil cylinder, extracts correspondence position parameter in gross data storehouse and enters
Row compares, and controls height and the inclination angle of the eccentric vibro-rammer of hydraulic jack adjustment, concrete to be carried out accurate leveling, by servo electricity
The digital disk that machine is carried measures Operation Van's Displacement Feedback out of shape to controller, and controller control leveling oil cylinder is carried out individually or simultaneously
Action, to control the longitudinal and transverse gradient on base road surface and the uniformity of total station survey data, leveling precision reaches that every 3m length is high
Difference is less than or equal to 2mm, is travelled after the completion of operation to next station and stops waiting next cycle operation.Described above is this technology
One cycle operation of scheme, in circular tunnel interior circulation above-mentioned technical proposal, subway rail guidance tape pedestal just can be completed on request
Construction operation.
Equipment of the present utility model solves the technical problem walked on request in subway tunnel well, and can be straight
Line, curve, track plates pedestal concrete is uniformly vibrated on ramp, accurate leveling, make track plates base plane continuously high
Difference≤3mm, substantially increases construction precision.
Brief description of the drawings
Fig. 1 is overall schematic of the present utility model；
Fig. 2 is total powerstation dolly schematic diagram of the present utility model；
Fig. 3 is the schematic perspective view of accurate bump-cutter machine of the present utility model；
Fig. 4 is another view stereo schematic diagram of accurate bump-cutter machine of the present utility model；
Fig. 5 is the schematic perspective view of thick vibrator of the present utility model；
Fig. 6 is another view stereo schematic diagram of thick vibrator of the present utility model；
Fig. 7 is the schematic perspective view of vibro-rammer bottom views of the present utility model.
In the figures above：1st, total powerstation dolly；2nd, accurate bump-cutter machine；3rd, thick vibrator；4th, tool track；1-1, total powerstation
TS50；1-2, total powerstation dolly travelling wheel；1-3 total powerstation dolly skeletons；2-1, accurate bump-cutter machine prism；2-2 accurate bump-cutter machines
Digital oil cylinder；2-3, accurate bump-cutter machine servomotor；2-4, accurate bump-cutter machine hydraulic top stretch system；2-5, accurate bump-cutter machine control
Computer；2-6, accurate bump-cutter machine skeleton；2-7, accurate bump-cutter machine hydraulic oil pump；2-8, accurate bump-cutter machine travelling wheel；2-9, essence
Close evener vibro-rammer；3-1, thick vibrator prism；3-2, thick vibrator digital oil cylinder；3-3, thick vibrator servomotor；3-
4th, thick vibrator control computer；3-5, thick vibrator skeleton；3-6, thick vibrator concrete spades；3-7, concrete spades branch
Support system；3-8, concrete vibration bar；3-9, thick vibrator hydraulic top stretch system；3-10, thick vibrator hydraulic oil pump；3-11、
Thick vibrator travelling wheel；3-12, thick vibrator vibro-rammer；5-1, vibro-rammer panel；5-2, cloth screw rod.
Embodiment
Below in conjunction with the accompanying drawings and embodiment is further described to the utility model：
First, accompanying drawing 1-7 is compareed, it is as follows to each part of the present utility model and function declaration：
Total powerstation 1-1 models TS15 or 1 point of TS50, CP belong to the track foundations of CP III control net, and this network is to utilize tunnel
The precision traverse point that owner provides in road, the baseline network set up on tunnel inner tubal wall；Start before operation, by total powerstation
Dolly 1 is fixed on operation original position, is remained stationary as in whole cycle operation.
Accurate bump-cutter machine 2 stretches system 2-4, control by prism 2-1, digital hydraulic jack 2-2, servomotor 2-3, hydraulic top
Computer 2-5, skeleton 2-6, hydraulic motor 2-7, travelling wheel 2-8, vibro-rammer 2-9 compositions.Hydraulic top, which stretches system 2-4, is used for precision
After the construction of evener 2 is finished, when pedestal or structural base are discharged to from tool track 4, the top of accurate bump-cutter machine 2 is first reached into travelling wheel
2-8 is higher by 10mm positions than tool track 4, and accurate bump-cutter machine 2 is rotated by 90 °, then retract cylinder, falls on ground by accurate bump-cutter machine 2
Face, you can lifting is mobile, conversely, accurate bump-cutter machine 2 can also be placed on tool track 4；Travelling wheel 2-8 carries roller
Device, the error caused when can reduce out of shape, servomotor 2-3 is used for controlling travelling wheel to walk, while and control computer
Displacement data is transmitted in 2-5 connections；Fixed prism 2-1 is installed at the top of digital hydraulic jack 2-2, measured in real time for total powerstation 1-1
Digital oil cylinder 2-2 coordinates, digital oil cylinder 2-2 bottoms connection vibro-rammer 2-9, hydraulic motor 2-7 are connected control with control computer 2-5
Digital oil cylinder 2-2 strokes processed, total powerstation 1-1 sends measured data to control computer 2-5, by control computer 2-5 ratios
Compared with the difference of actual coordinate and theoretical coordinate, to adjust digital oil cylinder 2-2 stroke, so as to control vibro-rammer 2-9 front and rear, a left side
Right height, to reach precision controlling.
Thick vibrator 3 by prism 3-1, digital hydraulic jack 3-2, servomotor 3-3, control computer 3-4, skeleton 3-5,
Concrete spades 3-6, concrete spades support system 3-7, concrete vibration bar 3-8, hydraulic top stretch system 3-9, hydraulic motor
3-10, travelling wheel 3-11, vibro-rammer 3-12 compositions.Hydraulic top stretches system 3-9, vibro-rammer 3-12, digital hydraulic jack 3-2, rib
Mirror 3-1, travelling wheel 3-11, hydraulic motor 3-10, servomotor 3-3 operation principle, effect are identical with accurate bump-cutter machine 2；It is mixed
Solidifying unmanufactured iron shovel 3-6 is located at the front end in thick vibrator 3 direction out of shape, for aggregate stand to be scattered, concrete vibration bar 3-8
Positioned at spades rear, using plug-in type vibrating rod, make it abundant vibrated concrete, so as to vibro-rammer energy normal work.
Vibro-rammer 2-9,3-12 are made up of cloth screw rod 5-2 and the panel 5-1 that vibrates, concrete distributing screw rod 5-2 bottoms
Face requires to keep certain synchronous with vibro-rammer panel 5-1, to drive unnecessary concrete out of before precision leveling；Vibro-rammer 2-9,
3-12 is connected with digital hydraulic jack 2-2,3-2, above and below hydraulic jack 2-2,3-2, can control vibro-rammer 2-9,3-12
Angle of inclination around.
Secondly, it is described as follows with reference to work progress：
Four travelling wheel 1-2 are installed on skeleton 1-3 two sides in the total powerstation dolly 1, make total powerstation dolly 1 can
With the traveling on tool track 4, the center position placing total station 1-1 of the skeleton 1-3, total powerstation 1-1 is by being installed on number
The real time position of prism 2-1,3-1 measurement accurate bump-cutter machine 2 and thick vibrator 3 on word hydraulic jack 2-2,3-2 obtains data,
Data are real-time transmitted to control computer 2-5,3-4 on the left of skeleton 2-6,3-5 again, by control computer 2-5,3-4
Actual measurement and theoretical error are calculated, and sends control instruction to installed in two travelling wheels 2-8,3- on rear side of skeleton 2-6,3-5
Servomotor 2-3,3-3 on 11 and hydraulic oil pump 2-7,3-10 on the right side of skeleton 2-6,3-5, so as to control accurate whole
The traveling speed of flat machine 2 and thick vibrator 3 and digital hydraulic jack 2-2,3-2 action positioned at skeleton 2-6,3-5 rears, pass through
Digital hydraulic jack 2-2,3-2 action come control below skeleton 2-6,3-5 with vibrating that digital hydraulic jack 2-2,3-2 are connected
Plate 2-9,3-12 are flattened to track plates pedestal concrete surface, and the skeleton 3-5 forefronts are provided with concrete spades 3-
6, for the concrete of accumulation in the middle of track plates pedestal push away it is scattered, shakeout, the concrete spades 3-6 passes through support system
3-7 is connected with skeleton 3-5, and concrete vibration bar 3-8 is provided with below the skeleton 3-5, for being carried out to the concrete shakeout
Vibrate, cloth screw rod 5-2 bottoms should be synchronous with vibro-rammer panel 5-1 holdings in described vibro-rammer 2-9,3-12, to flatten
Before drive any excess concrete out of, described skeleton 2-6,3-5 middle are provided with hydraulic top and stretch system 2-4,3-9, are easy to accurate whole
The handling and handling of flat machine 2 and thick vibrator 3.
It is described above to comprise the following steps that, construction procedure one：As shown in Figure 1 successively by total powerstation dolly 1, accurate bump-cutter machine
2nd, thick vibrator 3 is placed on tool track 4, and the road surface parameter of design and control point are inputted into accurate bump-cutter machine 2 and thick vibrator 3
Control computer 2-5,3-4, then travel to scope of operation end, wait aggregate to pour into tunnel bottom surface, 6 square stocks,
Equipment is travelled to original position successively afterwards, total powerstation dolly 1 is fixed, by thick vibrator 3 and each zero load of accurate bump-cutter machine 2
Walk back and forth once, total powerstation 1-1 surveys out what is produced because being walked on tool track 4 by prism 3-1,2-1 above equipment
Error, is then forwarded to control computer 3-4,2-5, and when formal construction, control computer 2-5,3-4 is automatic according to error
Adjusting parameter, makes construction precision more accurate；Construction procedure two：Thick vibrator 3 is walked toward construction direction, utilizes concrete spades 3-
The concrete accumulated in the middle of pedestal is pushed away scattered by 6 toward both sides, while operate concrete vibration bar 3-8 that concrete fully vibrates, it is past
While preceding traveling, cloth screw rod 5-2 releases unnecessary material, and thick vibrator vibro-rammer 3-12 is whole by pedestal concrete surface
It is flat, vibro-rammer 3-12 is controlled by control computer 3-4, the concrete surface of leveling is retained positive error, it is higher than design height
Thick vibrator 3 leaves for subsequent region wait subsequent cycle after the completion of 3mm, this step；Construction procedure three：Accurate bump-cutter machine 2 is past to be applied
Work direction is walked, and total powerstation 1-1 is by accurate bump-cutter machine prism 2-1 real-time measuring datas and feeds back to accurate bump-cutter machine control meter
Calculation machine 2-5, control computer 2-5 give accurate bump-cutter machine hydraulic oil pump 2-7 by calculating real-time Transmission control instruction, so as to control
Above and below accurate bump-cutter machine digital oil cylinder 2-2, accurate bump-cutter machine digital oil cylinder 2-2 are connected with accurate bump-cutter machine vibro-rammer 2-9, this
Sample can just adjust vibro-rammer 2-9 angle of inclination in real time, and pedestal concrete surface is flattened, and reach design requirement, this
Accurate bump-cutter machine 2 leaves for subsequent region wait subsequent cycle after the completion of step；Step 2 and step 3 are repeated, until this work
Industry task is completed.
It is described above, embodiment only of the present utility model, but protection domain of the present utility model do not limit to
In this, any one skilled in the art can readily occur in change in the technical scope that the utility model is disclosed
Or replace, it should all cover within protection domain of the present utility model, therefore, protection domain of the present utility model should be with the power
The protection domain that profit is required is defined.
Claims (5)
1. a kind of subway rail guidance tape basement construction equipment, it is characterised in that：It includes total powerstation dolly（1）, accurate bump-cutter machine（2）
With thick vibrator（3）, this three part forms a whole；Total powerstation dolly（1）With accurate bump-cutter machine（2）, thick vibrator（3）Adopt
With dedicated radio link, total powerstation（1-1）With accurate bump-cutter machine control computer（2-5）, thick vibrator control computer（3-4）Adopt
With dedicated radio link, accurate bump-cutter machine control computer（2-5）, thick vibrator control computer（3-4）Respectively with precision leveling
Machine hydraulic oil pump（2-7）, thick vibrator hydraulic oil pump（3-10）With accurate bump-cutter machine digital oil cylinder（2-2）, thick vibrator numeral
Oil cylinder（3-2）And accurate bump-cutter machine servomotor（2-3）, thick vibrator servomotor（3-3）Connected using control circuit.
2. subway rail guidance tape basement construction equipment according to claim 1, it is characterised in that：Accurate bump-cutter machine（2）By essence
Close evener prism（2-1）, accurate bump-cutter machine digital hydraulic jack（2-2）, it is accurate bump-cutter machine servomotor (2-3), accurate whole
Flat machine hydraulic top stretches system (2-4), accurate bump-cutter machine control computer (2-5), accurate bump-cutter machine skeleton (2-6), accurate leveling
Machine hydraulic oil pump (2-7), accurate bump-cutter machine travelling wheel (2-8) and accurate bump-cutter machine vibro-rammer (2-9) composition.
3. subway rail guidance tape basement construction equipment according to claim 1, it is characterised in that：Thick vibrator（3）By slightly shaking
Stamper prism（3-1）, thick vibrator digital hydraulic jack（3-2）, thick vibrator servomotor（3-3）, thick vibrator control meter
Calculation machine（3-4）, thick vibrator skeleton（3-5）, thick vibrator concrete spades（3-6）, thick vibrator concrete spades support system
System（3-7）, concrete vibration bar（3-8）, thick vibrator hydraulic top stretch system（3-9）, thick vibrator hydraulic oil pump（3-10）, it is thick
Vibrator travelling wheel（3-11）With thick vibrator vibro-rammer（3-12）Composition.
4. subway rail guidance tape basement construction equipment according to claim 3, it is characterised in that：Concrete vibration bar（3-8）
Using plug-in type vibrating rod.
5. subway rail guidance tape basement construction equipment according to claim 1, it is characterised in that：Whole station on total powerstation dolly
Instrument band ATR sights system and super search system automatically.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621101946.8U CN206599704U (en) | 2016-10-08 | 2016-10-08 | A kind of subway rail guidance tape basement construction equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621101946.8U CN206599704U (en) | 2016-10-08 | 2016-10-08 | A kind of subway rail guidance tape basement construction equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206599704U true CN206599704U (en) | 2017-10-31 |
Family
ID=60149519
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621101946.8U Expired - Fee Related CN206599704U (en) | 2016-10-08 | 2016-10-08 | A kind of subway rail guidance tape basement construction equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206599704U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108132050A (en) * | 2017-11-15 | 2018-06-08 | 上海建工集团股份有限公司 | Tunneling curtain frame system monitors system and monitoring method |
| CN109082955A (en) * | 2018-09-30 | 2018-12-25 | 天津天轨道交通设备有限公司 | Pedestal board concrete automation control flattens system |
-
2016
- 2016-10-08 CN CN201621101946.8U patent/CN206599704U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108132050A (en) * | 2017-11-15 | 2018-06-08 | 上海建工集团股份有限公司 | Tunneling curtain frame system monitors system and monitoring method |
| CN108132050B (en) * | 2017-11-15 | 2020-07-03 | 上海建工集团股份有限公司 | System and method for monitoring underground excavation curtain frame system |
| CN109082955A (en) * | 2018-09-30 | 2018-12-25 | 天津天轨道交通设备有限公司 | Pedestal board concrete automation control flattens system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171031 Termination date: 20191008 |
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| CF01 | Termination of patent right due to non-payment of annual fee |