CN104350205B - For the method for tamping railway, tamping machine and machinery group - Google Patents
For the method for tamping railway, tamping machine and machinery group Download PDFInfo
- Publication number
- CN104350205B CN104350205B CN201380026176.8A CN201380026176A CN104350205B CN 104350205 B CN104350205 B CN 104350205B CN 201380026176 A CN201380026176 A CN 201380026176A CN 104350205 B CN104350205 B CN 104350205B
- Authority
- CN
- China
- Prior art keywords
- ballast aggregate
- tamping
- measurement apparatus
- ballast
- track
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B27/00—Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
- E01B27/12—Packing sleepers, with or without concurrent work on the track; Compacting track-carrying ballast
- E01B27/13—Packing sleepers, with or without concurrent work on the track
- E01B27/16—Sleeper-tamping machines
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B27/00—Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
- E01B27/12—Packing sleepers, with or without concurrent work on the track; Compacting track-carrying ballast
- E01B27/13—Packing sleepers, with or without concurrent work on the track
- E01B27/16—Sleeper-tamping machines
- E01B27/18—Sleeper-tamping machines by introducing additional fresh material under the sleepers, e.g. by the measured-shovel method, by the blowing method
Abstract
In a kind of method of tamping railway, find orbital position mistake by measurement apparatus, and thus calculate the amount of related new ballast aggregate to be conveyed to realize optimal orbit ballast to lay, and be saved as ballast aggregate requirements relatively with corresponding orbital position place.It is once positioned at the ballast aggregate after described measurement apparatus (13) along described operating direction and fills out the orbital position put belonging to (9) arrival of mating formation, then in order to the ballast aggregate amount being suitable for, the ballast aggregate requirements of calling stored are thrown in discharging.
Description
Technical field
The present invention relates to a kind of method for tamping railway, tamping machine and machinery group, wherein, along work
Industry direction before tamping track, with tamping track simultaneously on the track discharging throw in new broken
Stone ballast aggregate.
Background technology
Such method is known by AT 389 336, wherein during updating sleeper
The broken stone metaling collected is fed back before making firm by ramming in orbit.
By EP 0 436 757 B1 it is also known that first by cleaning collected surplus with water from track
Broken stone metaling directly in the region of the instrument of making firm by ramming by discharging render to those its in there is very few rubble
In the corresponding rail section of ballast aggregate.
Content of the invention
Here, the technical problem to be solved is to provide such method, tamping machine
With machinery group, uniform orbital position correction can be optimized in the case of reducing operation consuming whereby.
Described technical problem is solved by a kind of method of tamping railway according to the present invention, wherein, along operation
Direction before tamping track, with tamping track simultaneously on the track discharging throw in new rubble
Ballast aggregate, wherein specifies:
A) orbital position mistake is found by measurement apparatus, and thus in order to realize optimal rail
Quarrel lay and calculate the amount of related new ballast aggregate to be conveyed, and with corresponding orbital position place phase
It is saved as ballast aggregate requirements with closing,
B) once along described operating direction be positioned at the ballast aggregate after described measurement apparatus fill out mat formation put arrival institute
The orbital position belonging to, then in order to the ballast aggregate amount being suitable for, the ballast aggregate requirements of calling stored are thrown in discharging.
Described technical problem solves also by a kind of tamping machine according to the present invention, and described tamping machine is used for
According to preceding method tamping railway, wherein specify, in the measurement of the leading section being positioned described tamping machine
It is provided with ballast aggregate collection device, ballast aggregate storage device and ballast aggregate subsequently between device and tamping machine to fill out
Mat formation and put.
Described technical problem solves also by a kind of machinery group according to the present invention, and described machinery group is used for basis
Preceding method tamping railway, wherein specifies, tamping machine with along operating direction be arranged in above, assembling
Have measurement apparatus to fill out the storage vehicle put of mating formation with ballast aggregate to be connected.
By the technical characteristic according to the present invention, it is ensured that with broken stone metaling to the optimal filling of crib.
Thus can also realize the rising of the lateral displacement resistance for the entirely section of making firm by ramming.Lay road due to uniform
Quarrel and making firm by ramming and tamping subsequently, it is also possible to realize the more preferable persistence of orbital position correction.In addition
Ensure that, only required ballast aggregate amount is positioned at track, thus avoid for remove or scoop away unnecessary
The extra assignment of broken stone metaling.
Other brief description is obtained additional advantages of the present invention.
Brief description
The present invention is expanded on further below in conjunction with embodiment shown in the accompanying drawings.In the accompanying drawings: Fig. 1,
The side view of 2 and 3 different schemes that tamping machine is shown respectively.
Detailed description of the invention
Tamping machine 1 shown in Fig. 1 can be on the track 3 along operating direction by rail walking mechanism 2
4 run.It for tamping railway 3, is provided with Height Adjustable tamping machine 5 and is arranged in this and smashes
The track lifting equipment 6 in fixed standby front.Be positioned directly in tamping machine 5 below be sleeper cleaning brush, rail
Pillow box pudddler 7 and sleeper end face rammer compacter 8.
Ballast aggregate fills out the ballast aggregate collection device with ballast aggregate storage device 11 before putting 9 and being arranged in of mating formation
10 are positioned at before tamping machine 5 along operating direction 4.
The leading section 12 of tamping machine 1 is mounted with detection track 3, there is stroke measurment unit
Measurement apparatus 13 and storage and computing unit.It is wrong that this measurement apparatus 13 is integrated in detection orbital position
In mechanical measurement standard 14 by mistake.
In machinery 1 enforcement operation, carry out making firm by ramming of track along operating direction 4, meanwhile pass through cloth
Put the orbital position mistake having found that it is likely that in measurement apparatus 13 above.In storage and computing unit,
For the orbital position mistake detecting every time, in order to realize that optimal orbit ballast laying calculates related
The amount of new ballast aggregate to be conveyed, and with corresponding orbital position place relatively as ballast aggregate requirements
It is saved.
Here, in the case of superelevation mistake, may be adjusted differently than on one or the other rail bar
The ballast aggregate amount released.Filled out by the composition ballast aggregate caused in track lifting function by applicable device and mat formation
The height regulation of the ballast aggregate discharge chute putting 9 realizes the quantitative of correction.Alternatively, it is also possible to by other
Known device composition ballast aggregate is filled out to mat formation and is put 9.
It is once positioned at the ballast aggregate after measurement apparatus 13 along operating direction 4 to fill out to mat formation and put belonging to 9 arrival
Orbital position, then in order to the ballast aggregate amount being suitable for, the ballast aggregate requirements of calling stored are thrown in discharging.
Meanwhile, along operating direction 4 after measurement apparatus 13 and before ballast aggregate is filled out and mated formation and put 9,
Beyond meet the ballast bed profile of regulation broken stone metaling prominent in shoulder region, road by automatically by
Ballast aggregate collection device 10 obtains, and puts 9 carry out discharging throwing as required to be filled out by ballast aggregate to mat formation
Put and be temporarily stored in ballast aggregate storage device 11.
Ballast aggregate storage device 11 also can be filled with new broken stone metaling as required in advance, or for example
Supply the broken stone metaling of cleaning by the cleaning mechine with tamping machine operation simultaneously.
It is arranged on the instrument of making firm by ramming sleeper cleaning brush below to will be located in the broken stone metaling on sleeper surface and shift rail onto
In pillow box.Following closely, tamp adjacent by crib pudddler 7 and sleeper end face rammer compacter 8
Between sleeper and with the broken stone metaling in the sleeper end region of sleeper end abutment.Desirably, rail
Operation directly implemented in crib after making sleeper firm by ramming by pillow box pudddler, in order to during compacting altogether
With utilizing by the instrument of making firm by ramming at the energy of ballast bed interior applying, this energy until with the sleeper phase made firm by ramming
Still play a role in adjacent crib, thus improve compacting effect.This effect is also used for after making firm by ramming
Recover the lateral displacement resistance of track.Use sleeper end face rammer compacter for this, it is used in equally aptly
With make firm by ramming in adjacent region, and for reinforce track play additional effect.
By this operating method step of one-time mechanical, Ke Yi that different operation process focused on
Rail is revised constantly in the case of making full use of possible superfluous ballast aggregate and the compacting of optimal ballast aggregate as far as possible
Position, road, and recover lateral displacement resistance as well as possible.
In the alternate embodiment of the present invention, before tamping machine shown in Fig. 2 and 31 is by being arranged on
The storage vehicle 15 in face and be extended to machinery group.Wherein, ballast aggregate storage device the 11st, ballast aggregate is filled out to mat formation and is put
9 and measurement apparatus 13 be positioned in storage vehicle 15 on.According to Fig. 3, also attached on storage vehicle 15
It is positioned with ballast aggregate collection device 10 with adding.By this ballast aggregate collection device, can be for example front by superfluous ballast aggregate
It described is temporarily stored in ballast aggregate storage device 11 for carrying out discharging input as required.
Claims (6)
1. a method for tamping railway, wherein, along operating direction before tamping track, with rail
Road is made simultaneously discharging on the track firm by ramming and is thrown in new broken stone metaling, it is characterised in that:
A) orbital position mistake is found by measurement apparatus (13), and thus in order to realize optimal track
Ballast aggregate lay and calculate the amount of related new ballast aggregate to be conveyed, and with corresponding orbital position place
It is saved as ballast aggregate requirements relatively,
B) it is once positioned at the ballast aggregate after described measurement apparatus (13) along described operating direction (4) to fill out to mat formation and put
(9) affiliated orbital position is reached, then in order to the ballast aggregate amount being suitable for, the ballast aggregate of calling stored are thrown in discharging
Requirements.
2. the method for claim 1, it is characterised in that along described operating direction (4) described
After measurement apparatus (13) and before described ballast aggregate is filled out and mated formation and put (9), collect beyond the rubble meeting regulation
The outstanding broken stone metaling of railway roadbed profile, and carry out temporary filling out to mat formation put (9) will pass through described ballast aggregate
Carry out discharging input as required.
3. the method for claim 1, it is characterised in that immediately preceding making firm by ramming of described track (3)
Afterwards, between adjacent sleeper and in the sleeper end region with sleeper end abutment, rubble had both been tamped
Ballast aggregate.
4. a tamping machine, the method for tamping railway according to claim 1 makes rail firm by ramming
Road, it is characterised in that measurement apparatus (13) in the leading section (12) being positioned described tamping machine (1) and
It is provided with ballast aggregate collection device (10), ballast aggregate storage device (11) and road subsequently between tamping machine (5)
Quarrel is filled out to mat formation and is put (9).
5. a machinery group, for the method tamping railway of tamping railway according to claim 1,
It is characterized in that, tamping machine (1) with along operating direction (4) be arranged in above, be equipped with measurement apparatus (13)
Filling out with ballast aggregate mats formation puts the storage vehicle (15) of (9) and is connected.
6. machinery group as claimed in claim 5, it is characterised in that described storage vehicle (15) is described
Measurement apparatus (13) and ballast aggregate are filled out to mat formation to put has ballast aggregate collection device (10) between (9).
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CH00744/12A CH706577B1 (en) | 2012-05-30 | 2012-05-30 | A method for tamping a track and a tamping machine and a machine group for performing the method. |
| CH00744/12 | 2012-05-30 | ||
| PCT/IB2013/000856 WO2013179112A2 (en) | 2012-05-30 | 2013-05-06 | Method, tamping machine, and machine group for tamping a track |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104350205A CN104350205A (en) | 2015-02-11 |
| CN104350205B true CN104350205B (en) | 2016-11-02 |
Family
ID=48539305
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201380026176.8A Active CN104350205B (en) | 2012-05-30 | 2013-05-06 | For the method for tamping railway, tamping machine and machinery group |
Country Status (7)
| Country | Link |
|---|---|
| EP (1) | EP2855774B1 (en) |
| JP (1) | JP6272839B2 (en) |
| CN (1) | CN104350205B (en) |
| CH (1) | CH706577B1 (en) |
| ES (1) | ES2666553T3 (en) |
| RU (1) | RU2619145C2 (en) |
| WO (1) | WO2013179112A2 (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106283981A (en) * | 2016-08-30 | 2017-01-04 | 中国铁建大桥工程局集团有限公司 | One has the railway maintenance small-sized machine of tamping flat quarrel device |
| CN106638177B (en) * | 2017-01-13 | 2020-05-05 | 中铁四局集团有限公司 | Method for controlling continuous ballast unloading process of ballast line |
| AT521850A1 (en) * | 2018-10-24 | 2020-05-15 | Plasser & Theurer Export Von Bahnbaumaschinen Gmbh | Track construction machine and method for stuffing sleepers of a track |
| CN109778609A (en) * | 2019-01-25 | 2019-05-21 | 中国铁建高新装备股份有限公司 | A kind of multi-functional tamping car and its operational method |
| CN110670430B (en) * | 2019-10-15 | 2021-05-14 | 株洲时代电子技术有限公司 | Sleeper position protection method |
| CN111501435A (en) * | 2020-05-09 | 2020-08-07 | 中国铁建高新装备股份有限公司 | Screen scarifier suitable for slope screen scarfing operation and slope operation method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0497232A2 (en) * | 1991-02-01 | 1992-08-05 | Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. | Railway track machine for the controlled lowering of a track |
| CN1067694A (en) * | 1991-06-12 | 1993-01-06 | 弗兰茨普拉沙路轨机械制造工业股份有限公司 | The method of the ballast aggregate of tamping track and the tamping tool of use |
| CN1132811A (en) * | 1994-11-15 | 1996-10-09 | 弗兰茨普拉塞铁路机械工业股份有限公司 | Method and installation for subgrade rehabilitation of ballast bed of track |
| CN1135003A (en) * | 1995-03-07 | 1996-11-06 | 弗兰茨普拉塞铁路机械工业股份有限公司 | Tamping machine, machine arrangement and method for tamping track |
| CN1216792A (en) * | 1997-11-05 | 1999-05-19 | 弗兰茨普拉塞铁路机械工业股份有限公司 | Ballast grading machine and method for ballating track |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58135201A (en) * | 1982-02-05 | 1983-08-11 | 日本車輌製造株式会社 | Automatic ballast scattering car |
| AT389336B (en) * | 1986-02-12 | 1989-11-27 | Plasser Bahnbaumasch Franz | TRACKING MACHINE WITH LIFTING, STOPPING AND, IF NECESSARY, DIRECTIONAL UNIT |
| DE59000696D1 (en) | 1990-01-10 | 1993-02-11 | Plasser Bahnbaumasch Franz | TRACKING MACHINE. |
| ATE111173T1 (en) * | 1991-02-12 | 1994-09-15 | Plasser Bahnbaumasch Franz | CLEANING MACHINE. |
| AT403387B (en) * | 1992-06-19 | 1998-01-26 | Plasser Bahnbaumasch Franz | MACHINE FOR TREATING THE GRAVEL BED |
| RU2196860C1 (en) * | 2001-11-19 | 2003-01-20 | Общество с ограниченной ответственностью "Вагонпутьмашпроект" | Track machine |
| RU2378441C1 (en) * | 2008-06-24 | 2010-01-10 | ЗАО "Центральное конструкторское бюро тяжелых путевых машин" | Machine to straighten rail track |
-
2012
- 2012-05-30 CH CH00744/12A patent/CH706577B1/en not_active IP Right Cessation
-
2013
- 2013-05-06 JP JP2015514608A patent/JP6272839B2/en active Active
- 2013-05-06 CN CN201380026176.8A patent/CN104350205B/en active Active
- 2013-05-06 ES ES13726270.5T patent/ES2666553T3/en active Active
- 2013-05-06 RU RU2014142357A patent/RU2619145C2/en not_active IP Right Cessation
- 2013-05-06 EP EP13726270.5A patent/EP2855774B1/en active Active
- 2013-05-06 WO PCT/IB2013/000856 patent/WO2013179112A2/en active Application Filing
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0497232A2 (en) * | 1991-02-01 | 1992-08-05 | Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. | Railway track machine for the controlled lowering of a track |
| CN1067694A (en) * | 1991-06-12 | 1993-01-06 | 弗兰茨普拉沙路轨机械制造工业股份有限公司 | The method of the ballast aggregate of tamping track and the tamping tool of use |
| CN1132811A (en) * | 1994-11-15 | 1996-10-09 | 弗兰茨普拉塞铁路机械工业股份有限公司 | Method and installation for subgrade rehabilitation of ballast bed of track |
| CN1135003A (en) * | 1995-03-07 | 1996-11-06 | 弗兰茨普拉塞铁路机械工业股份有限公司 | Tamping machine, machine arrangement and method for tamping track |
| CN1216792A (en) * | 1997-11-05 | 1999-05-19 | 弗兰茨普拉塞铁路机械工业股份有限公司 | Ballast grading machine and method for ballating track |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104350205A (en) | 2015-02-11 |
| ES2666553T3 (en) | 2018-05-07 |
| EP2855774A2 (en) | 2015-04-08 |
| WO2013179112A3 (en) | 2014-04-17 |
| CH706577B1 (en) | 2015-12-31 |
| EP2855774B1 (en) | 2018-01-31 |
| WO2013179112A2 (en) | 2013-12-05 |
| JP6272839B2 (en) | 2018-01-31 |
| RU2619145C2 (en) | 2017-05-12 |
| RU2014142357A (en) | 2016-07-20 |
| CH706577A2 (en) | 2013-12-13 |
| JP2015521242A (en) | 2015-07-27 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |