CN104350205A - Method, tamping machine, and machine group for tamping a track - Google Patents
Method, tamping machine, and machine group for tamping a track Download PDFInfo
- Publication number
- CN104350205A CN104350205A CN201380026176.8A CN201380026176A CN104350205A CN 104350205 A CN104350205 A CN 104350205A CN 201380026176 A CN201380026176 A CN 201380026176A CN 104350205 A CN104350205 A CN 104350205A
- Authority
- CN
- China
- Prior art keywords
- ballast aggregate
- tamping
- ballast
- track
- measurement mechanism
- 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
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
- E01B27/06—Renewing or cleaning the ballast in situ, with or without concurrent work on the track
- E01B27/10—Renewing or cleaning the ballast in situ, with or without concurrent work on the track without taking-up track
- E01B27/105—Renewing or cleaning the ballast in situ, with or without concurrent work on the track without taking-up track the track having been lifted
-
- 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
- E01B27/20—Compacting the material of the track-carrying ballastway, e.g. by vibrating the track, by surface vibrators
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2203/00—Devices for working the railway-superstructure
- E01B2203/03—Displacing or storing ballast
- E01B2203/034—Displacing or storing ballast using storing containers
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2203/00—Devices for working the railway-superstructure
- E01B2203/12—Tamping devices
-
- 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
The invention relates to a method for tamping a track, in which track position errors are determined and amounts of new ballast to be supplied corresponding thereto for the purpose of optimal track ballasting are calculated and stored as a ballast requirement value in relation to the particular track location. The stored ballast requirement value is called up in order to discharge the corresponding amount of ballast as soon as a ballasting device (9), which follows the measuring device (13) in regard to the working direction, has reached the associated track location.
Description
The present invention relates to a kind of method for tamping railway, tamping machine and mechanical group, wherein, along operating direction before tamping track, with tamping track side by side on the track discharging throw in new broken stone metaling.
Such method is known by AT 389 336, and the broken stone metaling wherein collected in the process of renewal sleeper is fed back before making firm by ramming in orbit.
By EP 0 436 757 B1 it is also known that first from track by the broken stone metaling of cleaning collected surplus with water directly in the region of the instrument of making firm by ramming by discharging render to those its in exist in the corresponding rail section of very few broken stone metaling.
At this, technical problem to be solved by this invention is, provides such method, tamping machine and mechanical group, whereby can the orbital position correction of optimizing uniform when reducing operation and expending.
Described technical problem is solved by the technical characteristic described in the characteristic of claim 1 or 4 or 5 according to the present invention.
By according to technical characteristic of the present invention, ensure that with the filling of broken stone metaling to crib the best.The rising of the lateral displacement resistance for the whole section of making firm by ramming can also be realized thus.Owing to laying ballast aggregate and making firm by ramming and tamping subsequently uniformly, the better persistence of orbital position correction also can be realized.In addition ensure that to only have required ballast aggregate amount to be positioned at track, thus avoid for shifting out or the extra assignment of the unnecessary broken stone metaling that scoops away.
Illustrated by other claim and accompanying drawing and obtain additional advantages of the present invention.
The present invention is set forth further below in conjunction with the embodiment in the accompanying drawings.In the accompanying drawings: Fig. 1,2 and 3 illustrates the lateral view of the different schemes of tamping machine respectively.
Tamping machine 1 shown in Fig. 1 can run along operating direction 4 on the track 3 by rail walking mechanism 2.In order to tamping railway 3, be provided with Height Adjustable tamping machine 5 and be arranged in the track lifting equipment 6 in this tamping machine front.Directly be positioned at tamping machine 5 below be sleeper cleaning brush, crib pudddler 7 and sleeper end face rammer compacter 8.
Ballast aggregate fill out mat formation put 9 and the ballast aggregate gathering-device 10 with ballast aggregate storage device 11 before being arranged in be positioned at before tamping machine 5 along operating direction 4.
That the leading section 12 of tamping machine 1 is mounted with detection track 3, that there is stroke measurment unit measurement mechanism 13 and store and computing unit.This measurement mechanism 13 is integrated in the mechanical measurement standard 14 of detection orbital position mistake.
Implement, in operation, to carry out making firm by ramming of track along operating direction 4, meanwhile find possible orbital position mistake by the measurement mechanism 13 be arranged in above at machinery 1.In storage and computing unit, for the orbital position mistake detected at every turn, lay to realize best orbit ballast the amount calculating relevant new ballast aggregate to be conveyed, and be saved as ballast aggregate requirements relatively with corresponding orbital position place.
At this, when superelevation mistake, differently adjust the ballast aggregate amount of releasing on one or the other rail bar possibly.The height being filled out the ballast aggregate discharge chute putting 9 of mating formation by the formation ballast aggregate caused in track lifting function by the device be applicable to regulates the quantitative of realization correction.Alternatively, also can form ballast aggregate by other known device fill out to mat formation and put 9.
Once fill out the orbital position of mating formation and putting belonging to 9 arrival along operating direction 4 ballast aggregate be positioned at after measurement mechanism 13, then in order to discharging throws in the ballast aggregate amount be applicable to, the ballast aggregate requirements of calling stored.
Meanwhile, filling out to mat formation after measurement mechanism 13 and at ballast aggregate along operating direction 4 puts before 9, the broken stone metaling exceeding the ballast bed profile that conforms with the regulations outstanding in shoulder region, road is automatically obtained by ballast aggregate gathering-device 10, and puts 9 and carry out discharging input to be filled out by ballast aggregate to mat formation as required 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 is such as supplied the broken stone metaling of cleaning by the cleaning mechine with tamping machine operation simultaneously.
Be arranged on the instrument of making firm by ramming sleeper cleaning brush below and shift the broken stone metaling being positioned at sleeper surface onto crib.Following closely, by crib pudddler 7 and sleeper end face rammer compacter 8 tamp between adjacent sleeper and with the broken stone metaling in the sleeper end region of sleeper end abutment.Desirably, crib pudddler directly implements operation in crib after making sleeper firm by ramming, jointly to utilize by the energy of the instrument of making firm by ramming in ballast bed interior applying in compacting process, this energy, until still play a role with by the adjacent crib of the sleeper of making firm by ramming, improves compacting effect thus.This effect also for recovering the lateral displacement resistance of track after making firm by ramming.Use sleeper end face rammer compacter, it is used in aptly equally and is made firm by ramming in adjacent region for this reason, and plays additional effect for reinforcing track.
By this, different operation process is focused on the operating method step of one-time mechanical, orbital position can be revised constantly when making full use of possible superfluous ballast aggregate and the compacting of best ballast aggregate as far as possible, and recover lateral displacement resistance as well as possible.
In alternate embodiment of the present invention, the tamping machine 1 shown in Fig. 2 and 3 is extended to mechanical group by the store car 15 be arranged on above.Wherein, ballast aggregate storage device 11, ballast aggregate fill out mat formation put 9 and measurement mechanism 13 be positioned in store car 15.According to Fig. 3, store car 15 is also additionally positioned with ballast aggregate gathering-device 10.By this ballast aggregate gathering-device, the ballast aggregate of surplus can be temporarily stored in ballast aggregate storage device 11 as previously mentioned and be used for carrying out discharging input as required.
Claims (6)
1. a method for tamping railway, wherein, along operating direction before tamping track, with tamping track side by side on the track discharging throw in new broken stone metaling, it is characterized in that:
A) orbital position mistake is found by measurement mechanism (13), and the amount of relevant new ballast aggregate to be conveyed is calculated thus in order to realize best orbit ballast laying, and be saved relatively as ballast aggregate requirements with corresponding orbital position place
B) once fill out the orbital position of mating formation and putting belonging to (9) arrival along described operating direction (4) ballast aggregate be positioned at after described measurement mechanism (13), then in order to discharging throws in the ballast aggregate amount be applicable to, the ballast aggregate requirements of calling stored.
2. the method for claim 1, it is characterized in that, along described operating direction (4) after described measurement mechanism (13) and before described ballast aggregate is filled out and mated formation and put (9), collect and exceed the outstanding broken stone metaling of the ballast bed profile that conforms with the regulations, and carry out temporaryly putting (9) carry out discharging input as required filling out to mat formation by described ballast aggregate.
3. the method for claim 1, is characterized in that, immediately preceding after the making firm by ramming of described track (3), both between adjacent sleeper also with the sleeper end region of sleeper end abutment in tamp broken stone metaling.
4. one kind for the tamping machine according to claim 1 tamping railway, it is characterized in that, between the measurement mechanism (13) of front end (12) being positioned described machinery (1) and tamping machine (5), be provided with ballast aggregate gathering-device (10), ballast aggregate storage device (11) and ballast aggregate subsequently fill out to mat formation and put (9).
5. one kind for mechanical group according to claim 1 tamping railway, it is characterized in that, tamping machine (1) be arranged in along operating direction (4) above, be equipped with measurement mechanism (13) and fill out with ballast aggregate the store car (15) of putting (9) of mating formation and be connected.
6. mechanical group as claimed in claim 5, it is characterized in that, described store car (15) fills out to mat formation to put between (9) at described measurement mechanism (13) and ballast aggregate has ballast aggregate gathering-device (10).
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 true CN104350205A (en) | 2015-02-11 |
| CN104350205B 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) |
Cited By (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 |
| 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 |
| CN110670430A (en) * | 2019-10-15 | 2020-01-10 | 株洲时代电子技术有限公司 | Sleeper position protection method |
| 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 |
| CN112789379A (en) * | 2018-10-24 | 2021-05-11 | 普拉塞-陶依尔铁路出口股份有限公司 | Track superstructure machine and method for tamping sleepers of a track |
| WO2021227223A1 (en) * | 2020-05-09 | 2021-11-18 | 中国铁建高新装备股份有限公司 | Cleaning machine suitable for side slope cleaning operation, and side 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 |
Cited By (7)
| 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 |
| CN112789379A (en) * | 2018-10-24 | 2021-05-11 | 普拉塞-陶依尔铁路出口股份有限公司 | Track superstructure machine and method for tamping 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 |
| CN110670430A (en) * | 2019-10-15 | 2020-01-10 | 株洲时代电子技术有限公司 | Sleeper position protection 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 |
| WO2021227223A1 (en) * | 2020-05-09 | 2021-11-18 | 中国铁建高新装备股份有限公司 | Cleaning machine suitable for side slope cleaning operation, and side slope operation method |
Also Published As
| Publication number | Publication date |
|---|---|
| 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 |
| CN104350205B (en) | 2016-11-02 |
| 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 |