CN201010842Y - Tyre type span-variable multifunctional rail laying machine - Google Patents
Tyre type span-variable multifunctional rail laying machine Download PDFInfo
- Publication number
- CN201010842Y CN201010842Y CNU2007200313904U CN200720031390U CN201010842Y CN 201010842 Y CN201010842 Y CN 201010842Y CN U2007200313904 U CNU2007200313904 U CN U2007200313904U CN 200720031390 U CN200720031390 U CN 200720031390U CN 201010842 Y CN201010842 Y CN 201010842Y
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Abstract
Railway building has entered a leapfrog developing period now. Passenger transportation and high speed railway building adopt the dregless rail art. The utility model discloses a tyre type variable slop multifunctional rail paving machine which is applicable to paving work of dregless rail plate, sleeper, rail row and track switch part. The utility model is characterized in that girder of the steel framework is provided with a walking guiding rail and is fixed with a transverse moving windlass and a lifting windlass; a walking tyre is articulated under the beam; the walking guiding rail of the girder is provided with a lifting dolly; top of the standing post is fixed with a span changing flexible sleeve which is connected with the girder; the upper hanging frame can be provided with a grasping shovel or a clamping device or a rail taking device; the lifting, transverse operation and turning of the utility model adopt PLC electric liquid control; the utility model has the advantages of strong applicability and wide applicable arrange; the utility model can greatly enhance work efficiency and lower project cost, and the utility model has a good prospect in the dregless railway building of special passenger transportation railway line.
Description
Technical field
The utility model relates to a kind of railway and lays implement, specifically is a kind of lifting of ballastless track railway, variable multifunction railway laydown machine of striding of rubber-tyred of laying of being used for, and belongs to railway construction machine.
Background technology
In traditional railway track construction, the common railway track-laying machine of the different model of laying the section of track is all arranged both at home and abroad, this track-laying machine walking system must utilize the track of having laid, and can only be applicable to the ballasted track construction of laying a railway track, and only can lay the section of track of 25m.Railway construction has at present entered a great-leap-forward development stage, adopted the ballastless track technology in Line for Passenger Transportation and the high speed railway construction in a large number, promptly earlier the sleeper or the section of track are routed on the circuit, set up the section of track by the rail bracing frame, the track adjustment after-pouring railway roadbed concrete that finishes, or direct laid rail guidance tape, the cement injection asphalt mortar, bituminous mortar, before railway roadbed concrete or cement asphalt mortar intensity do not reach design strength, can not bear the weight of track-laying machine on it, the former railway machinery of mating formation can't use at all, so be badly in need of and lift, the laid rail guidance tape, sleeper, the section of track, the construction equipment of point components operation, lifting of wheel-track type gantry crane and rubber tired crane lifting are adopted in construction at present, but all come with some shortcomings.Auxiliary Track need be laid in both sides when adopting the wheel-track type gantry crane to mat formation track, and aided process is many, can't adapt to installation and the asynchronous operating mode of both sides, the road surface discrepancy in elevation when broadening on road surface, track switch position, bad adaptability, and working procedure is numerous and diverse, and cost is big; Need be furnished with special suspender to adapt to the requirement of installation accuracy when adopting rubber tired crane to lay, aspect installation work, need certain erect-position space, installation effectiveness is low, stable support is made in shifting one's position of need not stopping, so the wheel-track type gantry crane that adopts at present lifting and rubber tired crane all can not satisfy the construction requirement of ballastless track railway.
The utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, and a kind of variable multifunction railway laydown machine of striding of rubber-tyred that is applicable to railway ballastless track precast concrete track plate, sleeper, the section of track, point components laying work is provided.
The technical solution of the utility model is:
Fixing girder respectively before and after on four root posts, be connected with two lower transverse beams by two top rails respectively between the column of front and back, form space frame steel structure, the traveling guided way is set on the girder, at the fixing traversing hoist engine of girder one end, the hoist engine that fixedly hoists on a heel post installs power control cabinet above a side lower transverse beam, device control room, opposite side lower transverse beam top; About two the traveling tires that respectively are hinged under two lower transverse beams, the traveling tire all is provided with gyrator, and turns to oil cylinder and steering link by being articulated and connected with it, on the traveling guided way of girder trolley is set respectively, following suspension bracket is hinged under trolley, and over sling is installed in down on the suspension bracket; On two columns of one side telescopic is installed respectively, suit telescopic mast in the telescopic, the outside of telescopic and telescopic mast is hinged with the two ends of just adjusting telescopic oil cylinder respectively; Be fixed with the change that girder interlocks mutually at the top of every root post or one-sided column and stride telescopic, become that the two ends of striding telescopic oil cylinder are hinged on girder respectively and change is striden on the telescopic.
Two pairs of grab jaws and two folding oil cylinders can be installed on the described over sling, and folding oil cylinder of every pair of grab jaw configuration also connects by synchronising (connecting) rod, and an end of fine setting oil cylinder is fixed on down on the suspension bracket, and the other end is fixed on the over sling.
Five binding clasps that are arranged in parallel are respectively installed at described suspension bracket two ends down, and supporting four cloth pillow telescopics and two cloth pillow oil cylinders.
Can install on the described over sling and get the rail device, the top of getting the rail device disposes articulated mounting, is hung with shoulder pole on this articulated mounting, arranges two slidably rail tongsrail clamps on the shoulder pole.
The utility model can effectively solve passenger dedicated railway line and build a track laying difficult problem under the various operating environments, be applicable on Line for Passenger Transportation track base without broken stones, the bridge and tunnel interior span two-wire track laying operation, can carry out the lifting of the lifting of plate-type slag-free orbit plate and laying, double-block type ballastless track sleeper or section of track lifting and laying, ballastless bed track switch and lay operation.
Description of drawings
Accompanying drawing 1 is a main TV structure schematic diagram of the present utility model.
Accompanying drawing 2 is side-looking structural representations of the present utility model.
Accompanying drawing 3 is plan structure schematic diagrames of the present utility model.
Accompanying drawing 4 is that the utility model disposes the working state figure when getting the rail device.
Working state figure when accompanying drawing 5 is the utility model configuration cloth pillow device.
Description of reference numerals is as follows:
Traveling tire 1, hoist engine 2 hoists, column 3, power control cabinet 4, traversing hoist engine 5, girder 6, grab jaw 7, following suspension bracket 8, over sling 9, trolley 10, become and stride telescopic oil cylinder 11, become and stride telescopic 12, telescopic 13, height is adjusted telescopic oil cylinder 14, telescopic mast 15, control room 16, steering link 17, get rail device 18, gyrator 19, turn to oil cylinder 20, lower transverse beam 21, binding clasp 22, cloth pillow telescopic 23, cloth pillow oil cylinder 24, top rail 25, folding oil cylinder 26, fine setting oil cylinder 27, synchronising (connecting) rod 28, traveling guided way 29, rail tongsrail clamp 30, shoulder pole 31, articulated mounting 32.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is done and to be described in further detail:
Two pairs of grab jaws 7 and two folding oil cylinders 26 can be installed on the described over sling 9, and folding oil cylinder of every pair of grab jaw 7 configurations 26 also passes through synchronising (connecting) rod 28 connections, and an end of fine setting oil cylinder 27 is fixed on down on the suspension bracket 8, and the other end is fixed on the over sling 9.
Five binding clasps that are arranged in parallel 22 are respectively installed at described suspension bracket 8 two ends down, and supporting four cloth pillow telescopics 23 and two cloth pillow oil cylinders 24.
Can install on the described over sling 9 and get rail device 18, the top of getting rail device 18 disposes articulated mounting 32, is hung with shoulder pole 31 on this articulated mounting 32, arranges two slidably rail tongsrail clamps 30 on the shoulder pole 31.
The utility model is after the assembling of job location, the ato unit group, adjust span to correct position, suspender is raised to highest order, the precalculated position of walking, put down suspender, grasp and lay object, lifting mechanism rises simultaneously, the laying object of slinging, starting walking mechanism or transverse-moving mechanism, to lay object and be transported to the appointment station, lifting mechanism descends, and the fine setting oil cylinder is adjusted the vertical, horizontal position of laying object accurately, put down the laying object, make it in place, unclamp suspender then, lifting mechanism rises suspender, return and unload a little, carry out the work of next circulation.
The utility model is adjusted under the promotion of telescopic oil cylinder at height, two columns in right side can stretch, traveling has on the road bed, bridge floor, tunnel invert backfill layer surface of the discrepancy in elevation on ground, the left and right sides, can keep girder to be in level all the time, the lifting of track plate and mating formation, be not affected, simultaneously, when front and back two columns uprise the action finish after, two height are adjusted the telescopic oil cylinder parallel connection, telescopic mast can form a bit and support according to different stretch of height on walking road surface, forms balanced support with former and later two vertical columns in left side; Stride in change under the push-and-pull of telescopic oil cylinder, two heel posts can laterally be shifted one's position, thereby horizontal span can be broadened or narrow down, thereby can adapt to road bed, bridge floor, the tunnel invert backfill layer surface that broadens or narrow down; The traveling tire can turn to or carry out original place 90 degree and turn to when cruising, and laterally traveling, is furnished with directed operation restraint device simultaneously, it is direction position probe, can monitor road surface or bridge floor specific identifier, when traveling when needs are controlled away line position regional, in case the traveling route departs from the scope of setting, probe can transmit signal and correct; The rotating of traversing hoist engine can make trolley at girder upper edge traveling guided way transverse moving left and right, and two trolleys are traversing can to link, but also self contained function; The hoist wire rope of hoist engine and the assembly pulley of trolley is intertwined, wherein two of front column hoist engines that hoist work alone separately and form two suspension centres, the reel of the hoist engine that hoists of rear column is the reel of double-rope, adopt the wire rope synchronous working that links together to form a suspension centre, make suspender be in 3 equilibrium states, therefore can accurately object be adjusted to the position of construction requirement; Running block and vertical shift guided way under over sling can pass through on the suspension bracket laterally move, adjust the position of lay-up, when mating formation operation, can adjust the lengthwise position of laying object accurately, lay the lateral attitude of object by the accurate traversing assurance of front and back trolley by the fine setting oil cylinder; Are furnished with the various electrical device movable of manipulation in the switch board; Described power control cabinet provides power for equipment, comprises diesel engine and hydraulic power group; The binding clasp of following suspension bracket two ends cloth pillow can independently rotate, separately can be separately or associated working, and rest the head on oil cylinder by cloth and adjust sleeper pitch automatically, then sleeper pitch of sleepers is on request scattered, lay to design attitude.
Its lifting of the utility model, traversing operation and turn to and all adopt the PLC electrichydraulic control, each action of control also can use a teleswitch.It is strong that it has compliance, the characteristics of wide application, can significantly reduce artificial, raising work efficiency, reduce engineering cost, bring great convenience for the Line for Passenger Transportation ballastless track construction, improve the mechanization equipment level of Line for Passenger Transportation ballastless track railway construction greatly, in the railway construction of Line for Passenger Transportation ballastless track, have good use prospect.
Claims (4)
1. variable multifunction railway laydown machine of striding of rubber-tyred, it is fixing respectively front and back girder (6) on four root posts (3), front and back columns (3) are connected with two lower transverse beams (21) by two top rails (25) respectively, form space frame steel structure, it is characterized in that being provided with on the girder (6) traveling guided way (29), at the fixing traversing hoist engine (5) of girder (6) one ends, hoist engine (2) fixedly hoists on a heel post 3, in a side lower transverse beam (21) top device power control cabinet (4), device control room (16), opposite side lower transverse beam (21) top; About two the traveling tires (1) that respectively are hinged under two lower transverse beams (21), traveling tire (1) all is provided with gyrator (19), and turn to oil cylinder (20) and steering link (17) by being articulated and connected with it, on the traveling guided way (29) of girder (6), trolley (10) is set respectively, following suspension bracket (8) is hinged under trolley (10), over sling (9) is installed in down on the suspension bracket (8), on two columns (3) of one side telescopic (13) is installed respectively, the interior suit telescopic mast of telescopic (13) (15), the outside of telescopic (13) and telescopic mast (15) are hinged with the two ends of just adjusting telescopic oil cylinder (14) respectively; Be fixed with the change that interlocks mutually with girder (6) at the top of every root post (3) or one-sided column (3) and stride telescopic (12), become that the two ends stride telescopic oil cylinder (11) are hinged on girder (6) respectively and change is striden on the telescopic (12).
2. the variable multifunction railway laydown machine of striding of a kind of rubber-tyred according to claim 1, it is characterized in that to install on the over sling (9) two pairs of grab jaws (7) and two folding oil cylinders (26), every pair of grab jaw (7) folding oil cylinder of configuration (26) also passes through synchronising (connecting) rod (28) connection, one end of fine setting oil cylinder (27) is fixed on down on the suspension bracket (8), and the other end is fixed on the over sling (9).
3. the variable multifunction railway laydown machine of striding of a kind of rubber-tyred according to claim 1 is characterized in that five binding clasps that are arranged in parallel (22) are respectively installed at suspension bracket (8) two ends down, and supporting four cloth pillow telescopics (23) and two cloth pillow oil cylinders (24).
4. the variable multifunction railway laydown machine of striding of a kind of rubber-tyred according to claim 1, it is characterized in that to install on the over sling (9) and get rail device (18), the top of getting rail device (18) disposes articulated mounting (32), be hung with shoulder pole (31) on this articulated mounting (32), arrange two slidably rail tongsrail clamps (30) on the shoulder pole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200313904U CN201010842Y (en) | 2007-03-22 | 2007-03-22 | Tyre type span-variable multifunctional rail laying machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200313904U CN201010842Y (en) | 2007-03-22 | 2007-03-22 | Tyre type span-variable multifunctional rail laying machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201010842Y true CN201010842Y (en) | 2008-01-23 |
Family
ID=39045786
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200313904U Expired - Lifetime CN201010842Y (en) | 2007-03-22 | 2007-03-22 | Tyre type span-variable multifunctional rail laying machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201010842Y (en) |
Cited By (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767126A (en) * | 2012-08-13 | 2012-11-07 | 浙江天铁实业股份有限公司 | Maintenance device for rail transport lines |
| CN102797201A (en) * | 2012-09-05 | 2012-11-28 | 莱芜美澳冶金科技有限公司 | Simply supported beam track panel laying vehicle |
| CN103015276A (en) * | 2013-01-06 | 2013-04-03 | 中铁上海工程局有限公司 | Host machine of track-laying machine improved based on replacement structure, and assembly method thereof |
| CN103726421A (en) * | 2014-01-23 | 2014-04-16 | 中铁一局集团有限公司 | Height and span adjustable track paver for metro construction |
| CN103835195A (en) * | 2014-02-26 | 2014-06-04 | 中铁上海工程局有限公司 | Rail layer low-position jacking and rapid transversely-moving span changing device and method |
| CN104213478A (en) * | 2014-08-29 | 2014-12-17 | 徐州徐工铁路装备有限公司 | Maintenance construction method for ballast-less track of high-speed railway |
| CN104727194A (en) * | 2015-04-01 | 2015-06-24 | 武桥重工集团股份有限公司 | Railway track laying machine capable of moving transversely to step over railway line under loads |
| CN105113348A (en) * | 2015-09-17 | 2015-12-02 | 北京航华星金属结构厂 | Multifunctional rail laying and pouring transport vehicle |
| CN105442399A (en) * | 2015-12-28 | 2016-03-30 | 上海市安装工程集团有限公司 | Rail assembly supporting trolley and rail assembly method |
| CN106337329A (en) * | 2016-11-22 | 2017-01-18 | 储培兰 | Tire type subway rail laying vehicle |
| CN106638185A (en) * | 2016-10-10 | 2017-05-10 | 中铁上海工程局集团有限公司 | Track layer automatically changing span in advancing process and use method |
| CN107381364A (en) * | 2017-09-05 | 2017-11-24 | 东台市富康机械有限公司 | Tunnel crane |
| CN107642012A (en) * | 2017-10-26 | 2018-01-30 | 中铁上海工程局集团有限公司 | A kind of new track-laying machine of city track traffic engineering and its construction method |
| CN107765632A (en) * | 2017-11-13 | 2018-03-06 | 中铁上海工程局集团有限公司 | A kind of equipment traveling process gauge change automatic sensing detection means and control method |
| CN109437025A (en) * | 2018-12-14 | 2019-03-08 | 中铁工程机械研究设计院有限公司 | C-type supporting leg bed board gantry crane that can be traversing |
| CN110053634A (en) * | 2019-05-05 | 2019-07-26 | 中铁上海工程局集团有限公司 | A kind of straddle-type track girder carrying implement and its application method |
| CN110565458A (en) * | 2019-09-29 | 2019-12-13 | 中铁一局集团有限公司 | Laying trolley and method for laying U-shaped beam track |
| CN110863399A (en) * | 2019-12-04 | 2020-03-06 | 洪飞 | Auxiliary equipment for track laying |
| CN110894049A (en) * | 2018-09-12 | 2020-03-20 | 中铁第五勘察设计院集团有限公司 | Intelligence section of track spreading machine |
| CN111794021A (en) * | 2020-07-02 | 2020-10-20 | 中国铁建高新装备股份有限公司 | Hoisting device and hoisting equipment for ballastless track |
| CN112281557A (en) * | 2020-10-19 | 2021-01-29 | 中车株洲车辆有限公司 | Track laying machine and track construction method |
| CN115583585A (en) * | 2022-09-30 | 2023-01-10 | 中建安装集团有限公司 | Novel trackless multifunctional track paving complete equipment with deviation correction, obstacle avoidance and self diagnosis functions and using method thereof |
-
2007
- 2007-03-22 CN CNU2007200313904U patent/CN201010842Y/en not_active Expired - Lifetime
Cited By (30)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767126A (en) * | 2012-08-13 | 2012-11-07 | 浙江天铁实业股份有限公司 | Maintenance device for rail transport lines |
| CN102797201B (en) * | 2012-09-05 | 2015-04-29 | 董涛 | Simply supported beam track panel laying vehicle |
| CN102797201A (en) * | 2012-09-05 | 2012-11-28 | 莱芜美澳冶金科技有限公司 | Simply supported beam track panel laying vehicle |
| CN103015276A (en) * | 2013-01-06 | 2013-04-03 | 中铁上海工程局有限公司 | Host machine of track-laying machine improved based on replacement structure, and assembly method thereof |
| CN103726421A (en) * | 2014-01-23 | 2014-04-16 | 中铁一局集团有限公司 | Height and span adjustable track paver for metro construction |
| CN103726421B (en) * | 2014-01-23 | 2015-06-10 | 中铁一局集团有限公司 | Height and span adjustable track paver for metro construction |
| CN103835195A (en) * | 2014-02-26 | 2014-06-04 | 中铁上海工程局有限公司 | Rail layer low-position jacking and rapid transversely-moving span changing device and method |
| CN103835195B (en) * | 2014-02-26 | 2016-01-20 | 中铁上海工程局集团有限公司 | Cross-device and the method for the quick traversing change of a kind of track-laying machine low level jacking |
| CN104213478A (en) * | 2014-08-29 | 2014-12-17 | 徐州徐工铁路装备有限公司 | Maintenance construction method for ballast-less track of high-speed railway |
| CN104727194A (en) * | 2015-04-01 | 2015-06-24 | 武桥重工集团股份有限公司 | Railway track laying machine capable of moving transversely to step over railway line under loads |
| CN105113348A (en) * | 2015-09-17 | 2015-12-02 | 北京航华星金属结构厂 | Multifunctional rail laying and pouring transport vehicle |
| CN105442399A (en) * | 2015-12-28 | 2016-03-30 | 上海市安装工程集团有限公司 | Rail assembly supporting trolley and rail assembly method |
| CN106638185A (en) * | 2016-10-10 | 2017-05-10 | 中铁上海工程局集团有限公司 | Track layer automatically changing span in advancing process and use method |
| CN106337329A (en) * | 2016-11-22 | 2017-01-18 | 储培兰 | Tire type subway rail laying vehicle |
| CN107381364A (en) * | 2017-09-05 | 2017-11-24 | 东台市富康机械有限公司 | Tunnel crane |
| CN107642012A (en) * | 2017-10-26 | 2018-01-30 | 中铁上海工程局集团有限公司 | A kind of new track-laying machine of city track traffic engineering and its construction method |
| CN107765632A (en) * | 2017-11-13 | 2018-03-06 | 中铁上海工程局集团有限公司 | A kind of equipment traveling process gauge change automatic sensing detection means and control method |
| CN107765632B (en) * | 2017-11-13 | 2023-09-26 | 中铁上海工程局集团有限公司 | Automatic sensing detection device for track gauge change in equipment travelling process and control method |
| CN110894049A (en) * | 2018-09-12 | 2020-03-20 | 中铁第五勘察设计院集团有限公司 | Intelligence section of track spreading machine |
| CN109437025A (en) * | 2018-12-14 | 2019-03-08 | 中铁工程机械研究设计院有限公司 | C-type supporting leg bed board gantry crane that can be traversing |
| CN109437025B (en) * | 2018-12-14 | 2024-03-01 | 中铁工程机械研究设计院有限公司 | Transversely-movable C-shaped supporting leg plank door hanger |
| CN110053634A (en) * | 2019-05-05 | 2019-07-26 | 中铁上海工程局集团有限公司 | A kind of straddle-type track girder carrying implement and its application method |
| CN110053634B (en) * | 2019-05-05 | 2024-05-28 | 中铁上海工程局集团有限公司 | Straddle type track beam conveyor and use method thereof |
| CN110565458A (en) * | 2019-09-29 | 2019-12-13 | 中铁一局集团有限公司 | Laying trolley and method for laying U-shaped beam track |
| CN110565458B (en) * | 2019-09-29 | 2024-03-29 | 中铁一局集团有限公司 | Laying trolley and method for laying U-shaped beam track |
| CN110863399A (en) * | 2019-12-04 | 2020-03-06 | 洪飞 | Auxiliary equipment for track laying |
| CN111794021A (en) * | 2020-07-02 | 2020-10-20 | 中国铁建高新装备股份有限公司 | Hoisting device and hoisting equipment for ballastless track |
| CN112281557A (en) * | 2020-10-19 | 2021-01-29 | 中车株洲车辆有限公司 | Track laying machine and track construction method |
| CN115583585A (en) * | 2022-09-30 | 2023-01-10 | 中建安装集团有限公司 | Novel trackless multifunctional track paving complete equipment with deviation correction, obstacle avoidance and self diagnosis functions and using method thereof |
| CN115583585B (en) * | 2022-09-30 | 2023-10-17 | 中建安装集团有限公司 | Novel trackless multifunctional track pavement complete equipment with deviation correction, obstacle avoidance and self-diagnosis functions and use method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: CO-PATENTEE TO: ZHONGTIE ENGINEERING MACHINERY RESEARCH AND DESIGN INST., LTD. ¬ |
|
| CU01 | Correction of utility model patent |
Correction item: Co-patentee Correct: China Railway Construction Machinery Research & Design Institute Co., Ltd. Number: 04 Page: The title page Volume: 24 |
|
| CU03 | Correction of utility model patent gazette |
Correction item: Co-patentee Correct: China Railway Construction Machinery Research & Design Institute Co., Ltd. Number: 04 Volume: 24 |
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| ERR | Gazette correction |
Free format text: CORRECT: CO-PATENTEE; FROM: NONE ¬ TO: ZHONGTIE ENGINEERING MACHINERY RESEARCH AND DESIGN INST., LTD. ¬ |
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| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20080123 |