CN109811603A - The transfer device and conveyer method of newly built railway gapless track steel rail laying - Google Patents
The transfer device and conveyer method of newly built railway gapless track steel rail laying Download PDFInfo
- Publication number
- CN109811603A CN109811603A CN201910175162.1A CN201910175162A CN109811603A CN 109811603 A CN109811603 A CN 109811603A CN 201910175162 A CN201910175162 A CN 201910175162A CN 109811603 A CN109811603 A CN 109811603A
- Authority
- CN
- China
- Prior art keywords
- trolley
- lifting
- rail
- column
- afterframe
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 88
- 239000010959 steel Substances 0.000 title claims abstract description 88
- 238000000034 method Methods 0.000 title claims abstract description 16
- 239000000725 suspension Substances 0.000 claims description 18
- 241001669679 Eleotris Species 0.000 claims description 10
- 229910000754 Wrought iron Inorganic materials 0.000 claims description 9
- 230000000694 effects Effects 0.000 claims description 9
- 240000009087 Crescentia cujete Species 0.000 claims description 3
- 235000005983 Crescentia cujete Nutrition 0.000 claims description 3
- 235000009797 Lagenaria vulgaris Nutrition 0.000 claims description 3
- 235000014676 Phragmites communis Nutrition 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 230000007423 decrease Effects 0.000 claims description 2
- 230000032258 transport Effects 0.000 description 7
- 238000010276 construction Methods 0.000 description 4
- 230000007547 defect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000037396 body weight Effects 0.000 description 1
- 230000003137 locomotive effect Effects 0.000 description 1
- 238000011017 operating method Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Machines For Laying And Maintaining Railways (AREA)
Abstract
The invention discloses the transfer device and conveyer method of a kind of newly built railway gapless track steel rail laying, solve the problems, such as that the transhipment of the gapless track gapless line in newly built railway is laid a railway track is difficult.Two frame trolleies are set on the railway track for be laid with completion, the pulley suspender that can be moved left and right is set on the crossbeam of frame trolley, after the rail transported in advance is sling by pulley suspender, it is suspended between two crossbeams of two frame trolley of front and back, two trolley of front and back can lift 8 rail simultaneously, by manually pushing two trolley of front and back that 8 rail are transported to position of laying a railway track, rail is waited to dissipate paving after unloading.It improves work efficiency, shortens the duration, two rail lifting push trolleies only need 4 people to cooperate promotion, labour and transportation cost is greatly saved.
Description
Technical field
The present invention relates to a kind of newly built railway lay a railway track in gapless rail transloading equipment, in particular to one kind in newly built railway
Steel rail laying during to rail high efficiency transhipment push trolley and its conveyer method.
Background technique
The track of China express railway and speed rail is using 500 meters of gapless track gapless lines, and gapless line dissipates paving
Speed is particularly critical to the control for construction period of laying a railway track.Currently, there are two types of the scattered laying methods of existing gapless line: first is that utilizing tool
Rail is laid to engineering line, and by gapless line entrucking to long rail train, then by long rail train, gapless line is transported to laying scene,
It carries out dissipating paving after unloading；Structure is complicated for long rail train itself, and car body weight is big, and it is highly inconvenient to drive into and sail out of track, in vehicle
In left and right station track in standing, the operation such as entrucking, point of rail, push, all can normal transport order in severe jamming station, steel
Rail transports locomotive in upper and lower orbit program complexity, and this Transfer method haves the defects that construction cost height and construction period are long.Two
It is the method using artificial hand steered monorail transport cart or railroad track flat bogie, the method is both needed to more people while operating, just may be used
Single steel rail is lifted, after manually lifting single steel rail, exist can not precisely align the monorail transport cart being placed on track or
The defect of railroad track flat bogie needs more people to push rail to inboard on the outside of rail, exerts oneself simultaneously with rail worker is lifted,
Single steel rail can just be fallen on monorail transport cart or railroad track flat bogie；This operating method is dangerous in the presence of operating,
It is easy damage rail in operation, single steel rail can only be lifted every time, waste a large amount of manpower, construction efficiency is too low.
Summary of the invention
The present invention provides the transfer devices and conveyer method of a kind of newly built railway gapless track steel rail laying, solve
Newly built railway is laid a railway track the difficult technical problem of transhipment of middle gapless track gapless line.
The present invention is to solve the above technical problem by the following technical programs:
The present general inventive concept is: two frame trolleies being arranged on the railway track for be laid with completion, in frame trolley
The pulley suspender that can be moved left and right is set on crossbeam, after slinging the rail transported in advance by pulley suspender, is suspended in front and back two
Between two crossbeams of frame trolley, two trolley of front and back can lift 8 rail simultaneously, by manually pushing two trolley of front and back by 8
Rail is transported to position of laying a railway track, and waits rail to dissipate paving after unloading.
A kind of transfer device of newly built railway gapless track steel rail laying, including railroad sleeper has been spread, spreading rail
It is provided on pillow and has spread railway track, front baffle trolley and afterframe trolley, front frame are respectively arranged on having spread railway track
The structure of frame trolley and the structure of afterframe trolley be it is identical, the right body chassis of front baffle trolley is to be movably arranged on
It has spread on the right side rail of railway track, the left body chassis of front baffle trolley is to be movably arranged on the left side for having spread railway track
On the rail of side, it is fixedly installed right herringbone column on right body chassis, is fixedly installed Zuoren on left body chassis
It is horizontal to be fixedly connected with the horizontal square tube in top between the top of right herringbone column and the top of Zuoren font column for font column
Beam, water before being connected between the upper end of the front side battered leg of the upper end and Zuoren font column of the front side battered leg of right herringbone column
Flat crossbeam is connected between the upper end of the rear side battered leg of the upper end and Zuoren font column of the rear side battered leg of right herringbone column
Horizontal gird afterwards is formed with strip gap, the left and right horizontal in strip gap between preceding horizontal gird and rear horizontal gird
Central axis and the left and right horizontal central axis of the horizontal square tube beam in top are in same vertical plane, which is
With spread that railway track is arranged substantially perpendicular to each other, being provided in the horizontal square tube beam in top can be along the lifting that crossbeam moves left and right
Trolley hangs in the lower end of lifting trolley and is connected to chain block, and chain block jack and chain block jack suspension hook are worn from the top down
It is hooked together after too long strip slot with the annular steel strand wires circle of lifting, is fixedly connected in the lower end for lifting by crane annular steel strand wires circle
Steel rail fixture is lifted by crane, the front end of lifting transhipment rail is hanging connected in lifting steel rail fixture, and the rear end of lifting transhipment rail is hanging connected in
In lifting steel rail fixture on afterframe trolley.
Idler wheel is provided on lifting trolley, idler wheel is movably arranged on the top end face of the horizontal square tube beam in top,
The lower end of lifting trolley is provided with hook and hangs outbound, chain block is hanging connected in hook and hangs in outbound；In top level side
Activity, which is worn, in pipe crossbeam is connected to rod iron.
Activity, which is placed with, between preceding horizontal gird and rear horizontal gird hangs outbound column, and suspention is mounted on hanging outbound column
Annular steel strand wires circle, the lower end of the annular steel strand wires circle of suspention are connected with suspention steel rail fixture after passing through from strip gap, have hanged
The front end setting of transhipment rail is hung in suspention steel rail fixture, the rear end for having suspended transhipment rail in midair is hanging connected on afterframe trolley
It suspends in midair in steel rail fixture.
A kind of conveyer method of newly built railway gapless track steel rail laying, comprising the following steps:
The right body chassis of front baffle trolley is movably arranged on the right side rail for having spread railway track by the first step, by front frame
The left body chassis of frame trolley is movably arranged on the left side rail for having spread railway track, is fixedly installed on right body chassis
Right herringbone column is fixedly installed Zuoren font column on left body chassis, top and Zuoren in right herringbone column
The horizontal square tube beam in top is fixedly connected between the top of font column, in the upper end and a left side of the front side battered leg of right herringbone column
Be fixedly connected with preceding horizontal gird between the upper end of the front side battered leg of herringbone column, right herringbone column rear side battered leg it is upper
It holds and is fixedly connected with rear horizontal gird between the upper end of the rear side battered leg of Zuoren font column, in preceding horizontal gird and rear horizontal cross
Strip gap is formed between beam, in the horizontal square tube beam in top setting can along the lifting trolley that crossbeam moves left and right,
The lower end of lifting trolley, which is hung, is connected to chain block, and chain block jack and chain block jack suspension hook pass through strip from the top down
It is hooked together behind gap with the annular steel strand wires circle of lifting, is fixedly connected with lifting rail in the lower end for lifting by crane annular steel strand wires circle
Fixture；
Second step is set up on having spread railway track with method identical with the first step and completes afterframe trolley；In top level
Activity, which is worn, in square tube beam connects rod iron, and is exposed at the both ends of rod iron on the outside of the port of the horizontal square tube beam in top；
Lifting transhipment rail is placed on the railroad sleeper of paving between front baffle trolley and afterframe trolley by third step, will
Lifting steel rail fixture is connected to the front end of lifting transhipment rail, and then, the lifting ring steel connecting with lifting steel rail fixture is twisted
The upper end of coil is articulated on chain block jack suspension hook, and the rear end of lifting transhipment rail is connected to rear end lifting steel rail fixture
On, and rear end lifting steel rail fixture is connected on the chain block jack suspension hook on afterframe trolley, while operating front baffle
Lifting transhipment rail level is sling, leaves and spread railway by the chain block on chain block and afterframe trolley on trolley
Sleeper is arranged in the top of horizontal gird, will hang outbound column after so that the upper end for lifting by crane annular steel strand wires circle is passed through strip gap
It wears and connects in the upper end inner ring of hanging ring shape steel strand wires circle, operate chain block, decline chain block jack suspension hook, calabash will be pulled
Reed jack suspension hook and the upper end for lifting by crane annular steel strand wires circle are detached from, at this point, lifting transhipment rail is hung by lifting by crane annular steel strand wires circle
It connects between the preceding horizontal gird of front baffle trolley and the preceding horizontal gird of afterframe trolley；
4th step will can be moved to next along top horizontal square tube beam along the lifting trolley that crossbeam moves left and right and hang in advance and connects
The surface of lifting transhipment rail repeats third step step, and it is small in front baffle that the lifting transhipment rail connect is hung in next of completion in advance
Hanging between vehicle and afterframe trolley connects；The lifting transhipment of 6-8 root is connected to until hanging between front baffle trolley and afterframe trolley
Rail；
5th step pushes simultaneously or draws front baffle trolley and afterframe trolley, and synchronization is moved on having spread railway track, by 6-
8 lifting transhipment rail are transported to and want at steel rail laying.
The present invention provides a kind of push frame trolleies of the transhipment of high efficiency route rail, meet the fortune of gapless line
It is defeated, the quantity of rail carrying is increased, solves the problems, such as that yard station track interior rail high efficiency dissipates paving, improves work efficiency, is contracted
Short duration, two rail lifting push trolleies only need 4 people to cooperate to push, be greatly saved labour and transport at
This.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention；
Fig. 2 is the structural schematic diagram of front baffle trolley of the invention.
Specific embodiment
The present invention is described in detail with reference to the accompanying drawing:
A kind of transfer device of newly built railway gapless track steel rail laying, including railroad sleeper 1 has been spread, spreading railroad sleeper 1
On be provided with and spread railway track 2, front baffle trolley and afterframe trolley, front frame are respectively arranged on having spread railway track 2
The structure of frame trolley and the structure of afterframe trolley be it is identical, the right body chassis 3 of front baffle trolley is movable setting
On the right side rail for having spread railway track 2, the left body chassis 4 of front baffle trolley is to be movably arranged on to have spread railway track
On 2 left side rail, right herringbone column 5 is fixedly installed on right body chassis 3, fixation is set on left body chassis 4
It is equipped with Zuoren font column 6, is fixedly connected with top between the top of right herringbone column 5 and the top of Zuoren font column 6
Hold horizontal square tube beam 23, the front side battered leg of right herringbone column 5 upper end and the front side battered leg of Zuoren font column 6 it is upper
Horizontal gird 7 before being connected between end, in the upper end of the rear side battered leg of right herringbone column 5 and the rear side of Zuoren font column 6
It is connected with rear horizontal gird 8 between the upper end of battered leg, strip seam is formed between preceding horizontal gird 7 and rear horizontal gird 8
Gap 9, the left and right horizontal central axis in strip gap 9 and the left and right horizontal central axis of the horizontal square tube beam 23 in top are same
In one vertical plane, which is and to have spread railway track 2 arranged substantially perpendicular to each other, in the horizontal square tube beam 23 in top
On be provided with and can be hung in the lower end of lifting trolley 10 along the lifting trolley 10 that crossbeam moves left and right and be connected to chain block 13, pulled
Cucurbit jack 14 and chain block jack suspension hook 15 are hung after passing through strip gap 9 from the top down with the annular steel strand wires circle 16 of lifting
It is connected together, is fixedly connected with lifting steel rail fixture 17 in the lower end for lifting by crane annular steel strand wires circle 16, lifting transhipment rail 18
Front end is hanging connected in lifting steel rail fixture 17, and the rear end of lifting transhipment rail 18 is hanging connected in the hoisting steel rail clip on afterframe trolley
In tool.
Idler wheel 11 is provided on lifting trolley 10, idler wheel 11 is the top for being movably arranged on the horizontal square tube beam 23 in top
On face, the lower end of lifting trolley 10 is provided with hook and hangs outbound 12, chain block 13 is to be hanging connected in hook to hang in outbound 12
's；Activity, which is worn, in the horizontal square tube beam 23 in top is connected to rod iron 24.
Activity, which is placed with, between preceding horizontal gird 7 and rear horizontal gird 8 hangs outbound column 19, mounts on hanging outbound column 19
Suspention steel is connected with after having the annular steel strand wires circle 20 of suspention, the lower end of the annular steel strand wires circle 20 of suspention to pass through from strip gap 9
Rail clip tool 21 has suspended the front end setting of transhipment rail 22 in midair in suspention steel rail fixture 21, has suspended the rear end of transhipment rail 22 in midair
It is hanging connected in the suspention steel rail fixture on afterframe trolley.
A kind of conveyer method of newly built railway gapless track steel rail laying, comprising the following steps:
The right body chassis 3 of front baffle trolley is movably arranged on the right side rail for having spread railway track 2 by the first step, will before
The left body chassis 4 of frame trolley is movably arranged on the left side rail for having spread railway track 2, fixed on right body chassis 3
It is provided with right herringbone column 5, Zuoren font column 6 is fixedly installed on left body chassis 4, in right herringbone column 5
The horizontal square tube beam 23 in top is fixedly connected between top and the top of Zuoren font column 6, in the front side of right herringbone column 5
Horizontal gird 7 before being fixedly connected between the upper end of battered leg and the upper end of the front side battered leg of Zuoren font column 6, it is vertical in right herringbone
Rear horizontal gird 8 is fixedly connected between the upper end of the rear side battered leg of column 5 and the upper end of the rear side battered leg of Zuoren font column 6,
It is formed with strip gap 9 between preceding horizontal gird 7 and rear horizontal gird 8, setting can edge in the horizontal square tube beam 23 in top
The lifting trolley 10 that crossbeam moves left and right hangs in the lower end of lifting trolley 10 and is connected to chain block 13, chain block jack 14 and
Chain block jack suspension hook 15 is hooked together after passing through strip gap 9 from the top down with the annular steel strand wires circle 16 of lifting,
The lower end for lifting by crane annular steel strand wires circle 16 is fixedly connected with lifting steel rail fixture 17；
Second step is set up on having spread railway track 2 with method identical with the first step and completes afterframe trolley；In top level
Activity, which is worn, in square tube beam 23 connects rod iron 24, and is exposed at the both ends of rod iron 24 outside the port of the horizontal square tube beam 23 in top
Side；
Lifting transhipment rail 18 is placed on the railroad sleeper of paving 1 between front baffle trolley and afterframe trolley by third step,
Steel rail fixture 17 will be lifted by crane and be connected to the front end that rail 18 is transported in lifting, then, the lifting that will be connect with lifting steel rail fixture 17
The upper end of annular steel strand wires circle 16 is articulated on chain block jack suspension hook 15, after the rear end of lifting transhipment rail 18 is connected to
In end lifting steel rail fixture, and rear end lifting steel rail fixture is connected on the chain block jack suspension hook on afterframe trolley,
The chain block on the chain block 13 and afterframe trolley on front baffle trolley is operated simultaneously, lifting transhipment rail 18 is horizontal
It slings, leaves and spread railroad sleeper 1, be arranged after so that the upper end for lifting by crane annular steel strand wires circle 16 is passed through strip gap 9 in level
The top of crossbeam 8, will hang outbound column 19 and wears and connect in the upper end inner ring of hanging ring shape steel strand wires circle 16, operates chain block 13, makes
Chain block jack suspension hook 15 declines, and chain block jack suspension hook 15 and the upper end for lifting by crane annular steel strand wires circle 16 are detached from, this
When, lifting transhipment rail 18 by lift by crane annular steel strand wires circle 16 be hanging connected in front baffle trolley preceding horizontal gird 7 and afterframe it is small
Between the preceding horizontal gird of vehicle；
4th step will can be moved to next along the horizontal square tube beam 23 in top along the lifting trolley 10 that crossbeam moves left and right and hang in advance
The surface of the lifting transhipment rail connect, repeats third step step, completes next and hangs the lifting transhipment rail connect in advance in front frame
Hanging between frame trolley and afterframe trolley connects；The lifting of 6-8 root is connected to until hanging between front baffle trolley and afterframe trolley
Transport rail；
5th step pushes simultaneously or draws front baffle trolley and afterframe trolley, and synchronization is moved on having spread railway track 2, will
6-8 root lifting transhipment rail, which is transported to, to be wanted at steel rail laying.
Claims (4)
1. a kind of transfer device of newly built railway gapless track steel rail laying, including railroad sleeper (1) has been spread, spreading rail
It is provided on pillow (1) and has spread railway track (2), be respectively arranged with front baffle trolley and afterframe on having spread railway track (2)
Trolley, the structure of front baffle trolley and the structure of afterframe trolley are identical, which is characterized in that the right side of front baffle trolley
Vehicle body bottom frame (3) is movably arranged on the right side rail for having spread railway track (2), the left body chassis of front baffle trolley
(4) it is to be movably arranged on the left side rail for having spread railway track (2), is fixedly installed right people on right body chassis (3)
Font column (5) is fixedly installed Zuoren font column (6) on left body chassis (4), on the top of right herringbone column (5)
It is fixedly connected with the horizontal square tube beam in top (23) between end and the top of Zuoren font column (6), in right herringbone column (5)
Front side battered leg upper end and Zuoren font column (6) front side battered leg upper end between be connected with preceding horizontal gird (7), on the right side
Rear water is connected between the upper end of the rear side battered leg of the upper end and Zuoren font column (6) of the rear side battered leg of herringbone column (5)
Flat crossbeam (8) is formed with strip gap (9), strip gap (9) between preceding horizontal gird (7) and rear horizontal gird (8)
Left and right horizontal central axis and the left and right horizontal central axis of the horizontal square tube beam in top (23) be in same vertical plane
, which be provided in the horizontal square tube beam in top (23)
It can be hung in the lower end of lifting trolley (10) along the lifting trolley (10) that crossbeam moves left and right and be connected to chain block (13), pull calabash
Reed jack (14) and chain block jack suspension hook (15) pass through from the top down strip gap (9) afterwards with lift by crane annular steel strand wires circle
(16) it is hooked together, is fixedly connected with lifting steel rail fixture (17) in the lower end for lifting by crane annular steel strand wires circle (16), lifting turns
The front end of fortune rail (18) is hanging connected in lifting steel rail fixture (17), and it is small that the rear end of lifting transhipment rail (18) is hanging connected in afterframe
In lifting steel rail fixture on vehicle.
2. a kind of transfer device of newly built railway gapless track steel rail laying according to claim 1, which is characterized in that
It is provided on lifting trolley (10) idler wheel (11), idler wheel (11) is the top end face for being movably arranged on the horizontal square tube beam in top (23)
On, the lower end of lifting trolley (10) is provided with hook and hangs outbound (12), chain block (13) is to be hanging connected in hook to hang outbound
(12) on；Activity, which is worn, in the horizontal square tube beam in top (23) is connected to rod iron (24).
3. a kind of transfer device of newly built railway gapless track steel rail laying according to claim 2, which is characterized in that
Activity, which is placed with, between preceding horizontal gird (7) and rear horizontal gird (8) hangs outbound column (19), is mounted on hanging outbound column (19)
Suspend annular steel strand wires circle (20) in midair, the lower end of the annular steel strand wires circle (20) of suspention is connected with outstanding after passing through from strip gap (9)
Steel rail fixture (21) are hung, the front end setting of transhipment rail (22) has been suspended in midair in suspention steel rail fixture (21), has suspended transhipment steel in midair
The rear end of rail (22) is hanging connected in the suspention steel rail fixture on afterframe trolley.
4. a kind of conveyer method of newly built railway gapless track steel rail laying, comprising the following steps:
The right body chassis (3) of front baffle trolley is movably arranged on the right side rail for having spread railway track (2) by the first step,
The left body chassis (4) of front baffle trolley is movably arranged on the left side rail for having spread railway track (2), in right body chassis
(3) it is fixedly installed right herringbone column (5) on, Zuoren font column (6) is fixedly installed on left body chassis (4),
It is fixedly connected with the horizontal square tube beam in top (23) between the top of right herringbone column (5) and the top of Zuoren font column (6),
It is fixed between the upper end of the front side battered leg of the upper end and Zuoren font column (6) of the front side battered leg of right herringbone column (5) to connect
Preceding horizontal gird (7) are connect, in the upper end of the rear side battered leg of right herringbone column (5) and the rear side battered leg of Zuoren font column (6)
Upper end between be fixedly connected with rear horizontal gird (8), be formed with strip between preceding horizontal gird (7) and rear horizontal gird (8)
Shape gap (9), setting can be small lifting along the lifting trolley (10) that crossbeam moves left and right in the horizontal square tube beam in top (23)
The lower end of vehicle (10), which is hung, to be connected to chain block (13), and chain block jack (14) and chain block jack suspension hook (15) are from the top down
It is hooked together afterwards with the annular steel strand wires circle (16) of lifting across strip gap (9), is lifting by crane annular steel strand wires circle (16)
Lower end is fixedly connected with lifting steel rail fixture (17)；
Second step is set up on having spread railway track (2) with method identical with the first step and completes afterframe trolley；In top water
Activity, which is worn, in flat square tube beam (23) connects rod iron (24), and the both ends of rod iron (24) is made to be exposed at the horizontal square tube beam in top (23)
Port on the outside of；
Lifting transhipment rail (18) is placed into the paving railroad sleeper between front baffle trolley and afterframe trolley by third step
(1) on, steel rail fixture (17) will be lifted by crane and be connected to the front end that rail (18) are transported in lifting, it then, will be with lifting steel rail fixture
(17) upper end of the lifting annular steel strand wires circle (16) connected is articulated on chain block jack suspension hook (15), and steel is transported in lifting
The rear end of rail (18) is connected in rear end lifting steel rail fixture, and rear end lifting steel rail fixture is connected on afterframe trolley
On chain block jack suspension hook, while operating the chain block (13) on front baffle trolley and pulling calabash on afterframe trolley
Lifting transhipment rail (18) level is sling, leaves and spread railroad sleeper (1), make to lift by crane the upper of annular steel strand wires circle (16) by reed
The tops of horizontal gird (8) is arranged in across strip gap (9) afterwards for end, will hang outbound column (19) and wears and connects in hanging ring shape steel strand wires
It encloses in the upper end inner ring of (16), operates chain block (13), decline chain block jack suspension hook (15), by chain block jack
Suspension hook (15) and the upper end for lifting by crane annular steel strand wires circle (16) are detached from, at this point, lifting transhipment rail (18) is twisted by lifting ring steel
Coil (16) is hanging connected between the preceding horizontal gird (7) of front baffle trolley and the preceding horizontal gird of afterframe trolley；
4th step will can be moved to next along the horizontal square tube beam in top (23) along the lifting trolley (10) that crossbeam moves left and right
The surface for hanging the lifting transhipment rail connect in advance, repeats third step step, and next of completion hangs the lifting transhipment rail connect in advance and exists
Hanging between front baffle trolley and afterframe trolley connects；6-8 root is connected to until hanging between front baffle trolley and afterframe trolley
Lifting transhipment rail；
5th step pushes simultaneously or draws front baffle trolley and afterframe trolley, and synchronization is moved on having spread railway track (2),
6-8 root lifting transhipment rail is transported to and is wanted at steel rail laying.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910175162.1A CN109811603B (en) | 2019-03-08 | 2019-03-08 | Transfer device and transfer method for laying steel rail on seamless track of newly-built railway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910175162.1A CN109811603B (en) | 2019-03-08 | 2019-03-08 | Transfer device and transfer method for laying steel rail on seamless track of newly-built railway |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109811603A true CN109811603A (en) | 2019-05-28 |
| CN109811603B CN109811603B (en) | 2024-02-09 |
Family
ID=66608383
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910175162.1A Active CN109811603B (en) | 2019-03-08 | 2019-03-08 | Transfer device and transfer method for laying steel rail on seamless track of newly-built railway |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109811603B (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110104002A (en) * | 2019-05-30 | 2019-08-09 | 中铁四局集团第四工程有限公司 | Carrying trolley for high-speed railway construction |
| CN110356782A (en) * | 2019-07-17 | 2019-10-22 | 成都南方电子仪表有限公司 | A kind of bogie movement system |
| CN110733985A (en) * | 2019-10-24 | 2020-01-31 | 江苏师范大学 | manifold blind plate dismounting hanger |
| CN111573507A (en) * | 2020-05-21 | 2020-08-25 | 中国二十冶集团有限公司 | Welding installation equipment and construction method of hot-melt welded pipe |
| CN111705567A (en) * | 2020-06-30 | 2020-09-25 | 汪美霞 | Urban rail transit line track laying and installing method |
| CN112938776A (en) * | 2021-04-16 | 2021-06-11 | 攀钢集团西昌钢钒有限公司 | Steel rail hoisting device |
| CN113201983A (en) * | 2021-04-28 | 2021-08-03 | 张本强 | Novel hanging pillow device suitable for rail transit |
| CN113734984A (en) * | 2020-05-29 | 2021-12-03 | 中冶宝钢技术服务有限公司 | Flat rail replacing equipment and method |
| CN116027160A (en) * | 2023-02-24 | 2023-04-28 | 中交第一航务工程局有限公司 | Track plate insulation detection device and method |
| CN116354214A (en) * | 2023-03-02 | 2023-06-30 | 东台市鑫航船用配件有限公司 | Hoisting mechanism for large marine accessory production |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR1098807A (en) * | 1954-03-24 | 1955-08-22 | Albert Collet Fils D | Process for laying and renewing railway tracks |
| FR2371547A2 (en) * | 1976-11-19 | 1978-06-16 | Installations Ferroviaires Ste | Railway line laying system - uses temporary wide gauge track to support gantry assembly receiving rail and sleepers from double deck supply train |
| CN1031820A (en) * | 1988-06-21 | 1989-03-22 | 北京铁路局大修工程处 | The synchronous long-rail positioning hoister device |
| DE102006049408A1 (en) * | 2006-10-16 | 2008-04-17 | Stahlberg Roensch Gmbh & Co. Kg | Replacing a defective or worn rail, in a permanent way, positions the wagon across the rail length for it to be cut and lifted free for a new length to be lowered for bonding in place |
| CN106183670A (en) * | 2016-07-27 | 2016-12-07 | 中国路桥工程有限责任公司 | Transport vehicle for track sections |
| CN107012749A (en) * | 2017-05-29 | 2017-08-04 | 中铁十四局集团第四工程有限公司 | CRTS I type non-fragment orbit repetition measurement steel rail transport trains |
| FR3057279A1 (en) * | 2016-10-11 | 2018-04-13 | Societe Des Anciens Etablissements L. Geismar | SYSTEM FOR TRANSPORTING, LOADING AND UNLOADING RAILS OF A RAILWAY |
| CN209907126U (en) * | 2019-03-08 | 2020-01-07 | 中铁十九局集团第三工程有限公司 | Transfer device for laying steel rail on seamless track of newly-built railway |
-
2019
- 2019-03-08 CN CN201910175162.1A patent/CN109811603B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR1098807A (en) * | 1954-03-24 | 1955-08-22 | Albert Collet Fils D | Process for laying and renewing railway tracks |
| FR2371547A2 (en) * | 1976-11-19 | 1978-06-16 | Installations Ferroviaires Ste | Railway line laying system - uses temporary wide gauge track to support gantry assembly receiving rail and sleepers from double deck supply train |
| CN1031820A (en) * | 1988-06-21 | 1989-03-22 | 北京铁路局大修工程处 | The synchronous long-rail positioning hoister device |
| DE102006049408A1 (en) * | 2006-10-16 | 2008-04-17 | Stahlberg Roensch Gmbh & Co. Kg | Replacing a defective or worn rail, in a permanent way, positions the wagon across the rail length for it to be cut and lifted free for a new length to be lowered for bonding in place |
| CN106183670A (en) * | 2016-07-27 | 2016-12-07 | 中国路桥工程有限责任公司 | Transport vehicle for track sections |
| FR3057279A1 (en) * | 2016-10-11 | 2018-04-13 | Societe Des Anciens Etablissements L. Geismar | SYSTEM FOR TRANSPORTING, LOADING AND UNLOADING RAILS OF A RAILWAY |
| CN107012749A (en) * | 2017-05-29 | 2017-08-04 | 中铁十四局集团第四工程有限公司 | CRTS I type non-fragment orbit repetition measurement steel rail transport trains |
| CN209907126U (en) * | 2019-03-08 | 2020-01-07 | 中铁十九局集团第三工程有限公司 | Transfer device for laying steel rail on seamless track of newly-built railway |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110104002A (en) * | 2019-05-30 | 2019-08-09 | 中铁四局集团第四工程有限公司 | Carrying trolley for high-speed railway construction |
| CN110356782A (en) * | 2019-07-17 | 2019-10-22 | 成都南方电子仪表有限公司 | A kind of bogie movement system |
| CN110733985A (en) * | 2019-10-24 | 2020-01-31 | 江苏师范大学 | manifold blind plate dismounting hanger |
| CN111573507A (en) * | 2020-05-21 | 2020-08-25 | 中国二十冶集团有限公司 | Welding installation equipment and construction method of hot-melt welded pipe |
| CN111573507B (en) * | 2020-05-21 | 2022-03-29 | 中国二十冶集团有限公司 | Welding installation equipment and construction method of hot-melt welded pipe |
| CN113734984A (en) * | 2020-05-29 | 2021-12-03 | 中冶宝钢技术服务有限公司 | Flat rail replacing equipment and method |
| CN111705567B (en) * | 2020-06-30 | 2022-04-15 | 汪美霞 | Urban rail transit line track laying and installing method |
| CN111705567A (en) * | 2020-06-30 | 2020-09-25 | 汪美霞 | Urban rail transit line track laying and installing method |
| CN112938776A (en) * | 2021-04-16 | 2021-06-11 | 攀钢集团西昌钢钒有限公司 | Steel rail hoisting device |
| CN113201983A (en) * | 2021-04-28 | 2021-08-03 | 张本强 | Novel hanging pillow device suitable for rail transit |
| CN113201983B (en) * | 2021-04-28 | 2022-12-23 | 张本强 | Novel hanging pillow device suitable for rail transit |
| CN116027160A (en) * | 2023-02-24 | 2023-04-28 | 中交第一航务工程局有限公司 | Track plate insulation detection device and method |
| CN116354214A (en) * | 2023-03-02 | 2023-06-30 | 东台市鑫航船用配件有限公司 | Hoisting mechanism for large marine accessory production |
| CN116354214B (en) * | 2023-03-02 | 2024-01-19 | 东台市鑫航船用配件有限公司 | Hoisting mechanism for large marine accessory production |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109811603B (en) | 2024-02-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109811603A (en) | The transfer device and conveyer method of newly built railway gapless track steel rail laying | |
| CN205348733U (en) | Furred ceiling operation platform | |
| CN203866654U (en) | Mobile assembly platform used for ballastless track laying construction | |
| CN210566648U (en) | Installation device for directional sliding of large pipeline in limited space | |
| CN209907126U (en) | Transfer device for laying steel rail on seamless track of newly-built railway | |
| CN210260641U (en) | Working face cable dragging device | |
| CN209482742U (en) | Extra small camber angle Glass Curtain Wall Construction equipment | |
| CN206156620U (en) | Movable track hoisting trolley of usefulness is demolishd with temporary track to shield tunnel construction | |
| CN204038857U (en) | Low-floor light rail vehicle body Universal hanger | |
| CN207108294U (en) | Vehicle-mounted lifting appliance for template trolley | |
| CN206645746U (en) | A kind of quick pulling off device of sintering pallet | |
| CN205653063U (en) | Gantry crane of hoist and mount container | |
| CN203593962U (en) | Movable transversally-tensioning device of T-shaped beam bridge floor system | |
| CN208201527U (en) | A kind of integrated sleeper bed accurate adjustment vehicle | |
| CN207468039U (en) | Complete non-maintaining simple and easy hoisting system manually | |
| JP2003180009A (en) | Method of transferring power line | |
| CN103738352B (en) | Monorail crane locomotive entirety moving process | |
| CN207275585U (en) | A kind of rope suspension type power-assisted transportation system | |
| CN106702911B (en) | A kind of secondary traversing construction method for hanging of cable-carried arch bridge rib-lifting section | |
| CN204508635U (en) | Container handling crane move leg system | |
| JP6828951B2 (en) | Cargo handling method by container crane and container crane | |
| CN207225430U (en) | A kind of travelling bogie for high ferro rescue | |
| CN105133446B (en) | Embedded sleeve type sleeper hoisting device | |
| CN104344075A (en) | Rapid hoisting and mounting method for suspending temporary air/water pipeline on shaft wall in vertical shaft construction | |
| CN108002252A (en) | A kind of hanging method of Along Railway construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |