CN201546132U - Full-automatic ballastless track slab fine adjusting machine - Google Patents
Full-automatic ballastless track slab fine adjusting machine Download PDFInfo
- Publication number
- CN201546132U CN201546132U CN 200920274518 CN200920274518U CN201546132U CN 201546132 U CN201546132 U CN 201546132U CN 200920274518 CN200920274518 CN 200920274518 CN 200920274518 U CN200920274518 U CN 200920274518U CN 201546132 U CN201546132 U CN 201546132U
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- Prior art keywords
- automatic
- full
- ballastless track
- track plate
- support frame
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Abstract
The utility model discloses a full-automatic ballastless track slab fine adjusting machine which comprises a support frame and a movable frame, wherein the support frame is connected with the movable frame through a six-DOF platform system, the lower part of the support frame is provided with a support device and a walking mechanism, the lower part of the movable frame is provided with a grabbing mechanism, both sides of the support frame are respectively provided with side limit wheel mechanisms. When the track slab is grabbed by the grabbing mechanism, the track slab is automatically adjusted by the six-DOF platform system, and the supporting and walking of the fine adjustment machine are realized through the support device and the walking mechanism respectively arranged on the lower part of the support frame. The full-automatic ballastless track slab fine adjusting machine has low labor intensity, high adjustment speed, high adjustment accuracy, requires less operators and facilitates realizing full-automatic adjustment.
Description
Technical field
The utility model relates to a kind of ballastless track of high-speed railway engineering construction adjuster, relates in particular to a kind of full-automatic ballastless track plate fine adjustor.
Background technology
At present, develop rapidly along with high-speed railway, plate-type ballastless track is widely used, plate-type ballastless track has the comprehensive construction investment economy, by millwork production, layer is adjusted in the isolation of the accuracy of manufacture and production efficiency height, employing emulsified asphalt slurry, be convenient to control, advantages such as adjustment and reparation.
CRTS II template formula non-fragment orbit as the rich lattice plate-type ballastless track system based on Germany grows up comprises parts such as concrete bed under the plate, CA mortar bed, track plate, long rail and fastener.The track board parameter: 6.45 meters x2.55 rice x0.2 rice monolithic weight are 9 tons, adjust required precision 0.3mm.
CRTS II template manual setting equipment of the prior art (coming from Germany technology), all manual settings are adjusted up and down and will be screwed with long-arm wrench, and single jack rises and is upgraded to greater than 2.5 tons, about adjust to need two people's numbers of crying out synchronous, individual plates was adjusted time average greater than 30 minutes.
There is following shortcoming at least in above-mentioned prior art:
Labour intensity is big, it is full to regulate the speed, adjust that precision is low, operating personnel are many.
The utility model content
The purpose of this utility model provide a kind of labour intensity low, regulate the speed fast, adjust precision height, full-automatic ballastless track plate fine adjustor that operating personnel are few.
The purpose of this utility model is achieved through the following technical solutions:
Full-automatic ballastless track plate fine adjustor of the present utility model, comprise bracing frame, moving frame, be connected by the six degree of freedom plateform system between support frame as described above and the moving frame, described six degree of freedom plateform system comprises upper mounting plate, lower platform, connects by 6 elevating mechanisms parallel with one another between described upper mounting plate and the lower platform;
Support frame as described above and described upper mounting plate are fixed, and described moving frame and described lower platform are fixed; Perhaps, support frame as described above and described lower platform are fixed, and described moving frame and described upper mounting plate are fixed;
The bottom of support frame as described above is provided with bracing or strutting arrangement and walking mechanism;
The bottom of described moving frame is provided with grasping mechanism.
The technical scheme that is provided by above-mentioned the utility model as can be seen, full-automatic ballastless track plate fine adjustor described in the utility model, owing to be connected by the six degree of freedom plateform system between bracing frame and the moving frame, the bottom of moving frame is provided with grasping mechanism, can after grasping the track plate, grasping mechanism the track plate be automatically adjusted by the six degree of freedom plateform system.Can also be provided with support and the walking that bracing or strutting arrangement and walking mechanism realize fine-tuning machine respectively by the bottom of bracing frame.Labour intensity is low, regulate the speed fast, adjust the precision height, operating personnel are few, is easy to realize full-automatic the adjustment.
Description of drawings
Fig. 1 is the end face structure schematic diagram of the internal construction of the utility model full-automatic ballastless track plate fine adjustor;
Fig. 2 is the side structure schematic diagram of the internal construction of the utility model full-automatic ballastless track plate fine adjustor;
Fig. 3 is that the A-A of Fig. 1 is to cross-sectional view;
Fig. 4 is the perspective view of the internal construction of the utility model full-automatic ballastless track plate fine adjustor;
Fig. 5 is the schematic diagram of six degree of freedom plateform system in the utility model;
Fig. 6 is the end face structure schematic diagram of the external structure of the utility model full-automatic ballastless track plate fine adjustor;
Fig. 7 is the side structure schematic diagram of the external structure of the utility model full-automatic ballastless track plate fine adjustor;
Fig. 8 is the perspective view of the external structure of the utility model full-automatic ballastless track plate fine adjustor.
Among the figure: 1, driven pulley, 2, the train connecting rod, 3, driving wheel, 4, moving frame, 5, lateral confinement position wheel mechanism, 6, the top offset sensor, 7, middle frame, 8, bolt, 9, put the beams in place, 10, suspension ring, 11, six degree of freedom plateform system, 12, the lateral displacement sensor, 13, the main support, 14, supplemental support, 15, the train gag lever post, 16, main holding nut, 17, equipment jack up unit, 18, grasping mechanism, 19, moving erecting rise device;
21, the inner assembly of fine-tuning machine, 22, fine-tuning machine external packing assembly, 23, the light current switch board, 24, the heavy-current control cabinet, 25, lighting headlight, 26, warning lamp, 27, the wireless transmission antenna, 28, fixing voussoir, 29, prism holder, 31, the track plate, 32, the basis.
The specific embodiment
Full-automatic ballastless track plate fine adjustor of the present utility model, the specific embodiment that it is preferable such as Fig. 1-shown in Figure 4, comprise bracing frame, moving frame 4, wherein bracing frame can comprise middle frame 7 upper beams 9 etc.Can be connected by six degree of freedom plateform system 11 between bracing frame and the moving frame 4.
As shown in Figure 5, the six degree of freedom plateform system comprises upper mounting plate, lower platform, connects by 6 elevating mechanisms parallel with one another between upper mounting plate and the lower platform.
Specifically can be that bracing frame and upper mounting plate are fixed, moving frame 4 be fixed with lower platform, forms the structure that moving frame hangs for 4 times; Perhaps, bracing frame and lower platform are fixed, and moving frame 4 is fixed with upper mounting plate, form the structure that hangs on the moving frame 4;
Elevating mechanism wherein can be the spiral lift structure, comprises intermeshing leading screw and screw, and leading screw or screw are by driven by servomotor.Leading screw can be ball-screw.
The upper end of elevating mechanism can be connected with upper mounting plate by Hooke joint, the lower end can with the lower platform ball-joint.
The outside of elevating mechanism can be provided with guide cylinder etc.
The six degree of freedom plateform system is realized advantages such as its supporting capacity is big, acceleration is good by the elevating mechanism of six parallel connections, is very suitable for the moving cell as various motion simulators.
In the utility model, the upper mounting plate of six degree of freedom plateform system and lower platform can be actual platforms, fix with bracing frame or moving frame respectively; Also 6 elevating mechanisms directly can be connected with bracing frame or moving frame, like this, bracing frame and moving frame just are equivalent to upper mounting plate and lower platform respectively.
The bottom of bracing frame is provided with bracing or strutting arrangement and walking mechanism, wherein:
Walking mechanism comprises four road wheels in four bights being located at bracing frame respectively, and two road wheels of its middle front part or two road wheels at rear portion are driving wheel 3, and remaining two road wheel is a driven pulley 1. Road wheel 3,1 can be connected with bracing frame by equipment jack up unit 17;
Bracing or strutting arrangement comprises four supports in four bights being located at bracing frame respectively, and wherein two of a side are supported for main support 13, and two of opposite side are supported for supplemental support 14.
The bottom of moving frame 4 is provided with grasping mechanism 18, and grasping mechanism 18 can rise device 19 and is connected with moving frame by moving erecting.
Full-automatic ballastless track plate fine adjustor of the present utility model, owing to be connected by the six degree of freedom plateform system between bracing frame and the moving frame, the bottom of moving frame is provided with grasping mechanism, can by the six degree of freedom plateform system track plate be automatically adjusted after grasping mechanism grasps the track plate.Can also be provided with support and the walking that bracing or strutting arrangement and walking mechanism realize fine-tuning machine respectively by the bottom of bracing frame.Labour intensity is low, regulate the speed fast, adjust the precision height, operating personnel are few, is easy to realize full-automatic the adjustment.
Its work principle is, when equipment jack up unit 17 stretches out, promotes road wheel and lands, and bracing or strutting arrangement lifts, and equipment can be walked under the driving of driving wheel; When equipment jack up unit 17 was regained, road wheel was regained, bracing or strutting arrangement supports that land, at this moment, grasping mechanism 18 by moving erect the contraction extracting track plate that rises device 19 after, automatically adjust by 11 pairs of track plates of six degree of freedom plateform system.
The both sides of bracing frame can be respectively equipped with one or more groups lateral confinement position wheel mechanism 5, and it is spacing to be used for that the equipment walking process is carried out the side.
The utility model also comprises Industrial Personal Computer (IPC), and Industrial Personal Computer (IPC) receives the survey data of track plate prism station meter, and sends the adjustment control signal to the six degree of freedom plateform system, realizes the automation adjusting.
A specific embodiment, shown in Fig. 6-8:
Its major parameter is:
1) adjusting range ± 30mm
2) measurement+adjustment precision≤0.3mm
3) lifting capacity 10T
4) equipment translational speed 0-20m/ branch
5) monolithic is regulated the speed less than 10 minutes/piece
6) total powerstation is built a station apart from 2 blocks of plates
7) build a station 10 minutes/time time
8) on average adjust the time less than 15 minutes/piece (contain the time of building a station share)
9) operating temperature :-5 ℃～+ 40 ℃
10) dustproof and waterproof grade: IP54
11) Industrial Personal Computer (IPC) battery-powered time: 2h
Compare its beneficial effect such as following table with the conventional manual adjustment:
| Sequence number | Project | Conventional manual is adjusted | Automatic equipment is adjusted |
| 1 | Precision control | Manual, about the M30x2 screw rod was transferred, about the M12x1.5 screw rod was transferred, single constantly prism was measured, and Artificial Control 0.3mm is difficult to | Servomotor, twice adjustment of ball-screw all is controlled in the 0.3mm, twice measurement, Industrial Personal Computer (IPC) control control automatically. |
| Sequence number | Project | Conventional manual is adjusted | Automatic equipment is adjusted |
| 2 | Operation | About to adjust two people's numbers of crying out synchronous, the spanner manually-operated extends up and down | Touch-screen one key, the control of the conversion of adjustment system automatically dial |
| 3 | The adjustment time | Greater than 30 minutes | Less than 15 minutes |
The above; it only is the preferable specific embodiment of the utility model; but protection domain of the present utility model is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; the variation that can expect easily or replacement all should be encompassed within the protection domain of the present utility model.
Claims (10)
1. full-automatic ballastless track plate fine adjustor, it is characterized in that, comprise bracing frame, moving frame, be connected by the six degree of freedom plateform system between support frame as described above and the moving frame, described six degree of freedom plateform system comprises upper mounting plate, lower platform, connects by 6 elevating mechanisms parallel with one another between described upper mounting plate and the lower platform;
Support frame as described above and described upper mounting plate are fixed, and described moving frame and described lower platform are fixed; Perhaps, support frame as described above and described lower platform are fixed, and described moving frame and described upper mounting plate are fixed;
The bottom of support frame as described above is provided with bracing or strutting arrangement and walking mechanism;
The bottom of described moving frame is provided with grasping mechanism.
2. full-automatic ballastless track plate fine adjustor according to claim 1 is characterized in that described elevating mechanism is a spiral lifting mechanism, comprises intermeshing leading screw and screw, and described leading screw or screw are by driven by servomotor.
3. full-automatic ballastless track plate fine adjustor according to claim 2 is characterized in that, described leading screw is a ball-screw.
4. full-automatic ballastless track plate fine adjustor according to claim 2 is characterized in that, the upper end of described elevating mechanism is connected lower end and described lower platform ball-joint by the Hooke joint with described upper mounting plate.
5. full-automatic ballastless track plate fine adjustor according to claim 2 is characterized in that the outside of described elevating mechanism is provided with guide cylinder.
6. full-automatic ballastless track plate fine adjustor according to claim 1, it is characterized in that, described walking mechanism comprises four road wheels in four bights being located at support frame as described above respectively, two road wheels of its middle front part or two road wheels at rear portion are driving wheel, and remaining two road wheel is a driven pulley;
Described road wheel is connected with support frame as described above by the equipment jack up unit.
7. full-automatic ballastless track plate fine adjustor according to claim 1, it is characterized in that, described bracing or strutting arrangement comprises four supports in four bights being located at support frame as described above respectively, and wherein two of a side are supported for main the support, and two of opposite side are supported for supplemental support.
8. full-automatic ballastless track plate fine adjustor according to claim 1 is characterized in that, described grasping mechanism rises device and is connected with described moving frame by moving erecting.
9. full-automatic ballastless track plate fine adjustor according to claim 1 is characterized in that, the both sides of support frame as described above are respectively equipped with one or more groups lateral confinement position wheel mechanism.
10. according to each described full-automatic ballastless track plate fine adjustor of claim 1 to 9, it is characterized in that, comprise Industrial Personal Computer (IPC), described Industrial Personal Computer (IPC) receives the survey data of track plate prism station meter, and sends the adjustment control signal to described six degree of freedom plateform system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200920274518 CN201546132U (en) | 2009-12-08 | 2009-12-08 | Full-automatic ballastless track slab fine adjusting machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200920274518 CN201546132U (en) | 2009-12-08 | 2009-12-08 | Full-automatic ballastless track slab fine adjusting machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201546132U true CN201546132U (en) | 2010-08-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200920274518 Expired - Lifetime CN201546132U (en) | 2009-12-08 | 2009-12-08 | Full-automatic ballastless track slab fine adjusting machine |
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| CN (1) | CN201546132U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101994280A (en) * | 2010-10-09 | 2011-03-30 | 中铁一局集团有限公司 | Full-automatic accurate adjustment device for track plate of ballastless track of rapid transit railway |
| CN102002896A (en) * | 2010-12-14 | 2011-04-06 | 无锡盾建重工制造有限公司 | CRTS III ballastless track slab layering fine tuning vehicle |
| CN102011352A (en) * | 2010-12-14 | 2011-04-13 | 无锡盾建重工制造有限公司 | Fine adjustment vehicle for CRTS I type ballastless track slab pavement |
| CN102080348A (en) * | 2010-11-24 | 2011-06-01 | 北京交通大学 | Fine tuning system and method of nonballast track slab |
| CN102191732A (en) * | 2010-12-14 | 2011-09-21 | 河北众鑫源桥隧设备制造有限公司 | Ballastless track plate pavement accurate adjustment trolley |
| CN102635041A (en) * | 2010-12-14 | 2012-08-15 | 无锡盾建重工制造有限公司 | CRTS II-type ballastless track plate pavement accurate adjustment vehicle |
| CN102828452A (en) * | 2012-09-04 | 2012-12-19 | 中铁十四局集团有限公司 | I-PMS (I-Passenager Movement System)-based accurate-adjustment measuring and remote monitoring system of I-type track board for passenger transport line |
| CN110359329A (en) * | 2019-08-16 | 2019-10-22 | 成都交大铁发轨道交通材料有限公司 | Abolish device, breaking system and restructuring bankrupt in unballasted track bed plate post-cast strip |
-
2009
- 2009-12-08 CN CN 200920274518 patent/CN201546132U/en not_active Expired - Lifetime
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101994280A (en) * | 2010-10-09 | 2011-03-30 | 中铁一局集团有限公司 | Full-automatic accurate adjustment device for track plate of ballastless track of rapid transit railway |
| CN102080348A (en) * | 2010-11-24 | 2011-06-01 | 北京交通大学 | Fine tuning system and method of nonballast track slab |
| CN102002896A (en) * | 2010-12-14 | 2011-04-06 | 无锡盾建重工制造有限公司 | CRTS III ballastless track slab layering fine tuning vehicle |
| CN102011352A (en) * | 2010-12-14 | 2011-04-13 | 无锡盾建重工制造有限公司 | Fine adjustment vehicle for CRTS I type ballastless track slab pavement |
| CN102191732A (en) * | 2010-12-14 | 2011-09-21 | 河北众鑫源桥隧设备制造有限公司 | Ballastless track plate pavement accurate adjustment trolley |
| CN102635041A (en) * | 2010-12-14 | 2012-08-15 | 无锡盾建重工制造有限公司 | CRTS II-type ballastless track plate pavement accurate adjustment vehicle |
| CN102191732B (en) * | 2010-12-14 | 2012-11-14 | 河北众鑫源桥隧设备制造有限公司 | Ballastless track plate pavement accurate adjustment trolley |
| CN102002896B (en) * | 2010-12-14 | 2012-11-21 | 无锡盾建重工制造有限公司 | CRTS III ballastless track slab layering fine tuning vehicle |
| CN102011352B (en) * | 2010-12-14 | 2012-11-21 | 无锡盾建重工制造有限公司 | Fine adjustment vehicle for CRTS I type ballastless track slab pavement |
| CN102828452A (en) * | 2012-09-04 | 2012-12-19 | 中铁十四局集团有限公司 | I-PMS (I-Passenager Movement System)-based accurate-adjustment measuring and remote monitoring system of I-type track board for passenger transport line |
| CN110359329A (en) * | 2019-08-16 | 2019-10-22 | 成都交大铁发轨道交通材料有限公司 | Abolish device, breaking system and restructuring bankrupt in unballasted track bed plate post-cast strip |
| CN110359329B (en) * | 2019-08-16 | 2024-04-09 | 成都交大铁发轨道交通材料有限公司 | Unballasted track base plate post-cast strip breaking device, breaking system and breaking method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20100811 Effective date of abandoning: 20091208 |