专利摘要:
A tamping machine for submerging a track has a lifting and straightening unit (13) connected to lifting and straightening drives (14, 15) for shifting the track to a desired position. On this a vibrating vibration exciter (24) is arranged. This makes it possible to stop a section of track in a first working pass and to lower it in a controlled manner in an immediately following second pass under permanent load and vibration effects. After that, the track can again be traveled completely unhindered at normal speed.
公开号:AT518023A1
申请号:T774/2015
申请日:2015-12-02
公开日:2017-06-15
发明作者:
申请人:Plasser & Theurer Export Von Bahnbaumaschinen Gmbh;
IPC主号:
专利说明:

The invention relates to a tamping machine for submerging a track or a method for performing a position correction of a track according to the cited in the preamble of claim 1 and 6 features.
Tamping machines for submerging a track are widely known and are essentially equipped with a tamping unit, a lifting-straightening unit and a track measuring system. The track is lifted with the help of the lifting straightening unit according to the position errors indicated by the track measuring system in a desired position and fixed in this by the use of Stopfaggregates.
In order to eliminate the initial setbacks of the track which often occur after a clogging, this is converted into horizontal transverse vibrations by the use of a so-called dynamic track stabilizer (for example according to W02008 / 009314) under permanent load of a high load. This leads to a controlled track reduction and a corresponding compression of the sleeper bearings. Thus, the unavoidable after a Unterstopfung subsidence of the track are deliberately anticipated.
The object of the present invention is now to provide a stuffing machine or a method of the type mentioned, with the or an extended range of application is made possible.
This object is achieved by the features cited in the characterizing part of claim 1 and 6, respectively.
With such a combination of features, the field of application of a tamping machine can be extended in a particularly advantageous manner insofar as can be selected with a minimum of additional design effort as required between a track position correction by means of underfilling or a track position correction by targeted track lowering. These advantages can be particularly in short, limited by switches track sections, z. B. in a station area, be optimally utilized, since in conjunction with a relatively short track barrier already a complete position correction is feasible and thus the track section can be fully released for train traffic.
Further advantages of the invention will become apparent from the dependent claims and the drawing description.
In the following the invention will be described in more detail with reference to embodiments shown in the drawing. 2 and 3 show an enlarged side view of the lifting and straightening unit or its view in a machine longitudinal direction, and FIG. 4 shows a simplified representation of a further embodiment of the tamping machine.
A tamping machine 1 shown in FIG. 1 has a machine frame 4 which can be moved by rail carriages 2 on a track 3. to
Detection of track position errors, a measuring axes 5 and 6 measuring track measuring track system 7 is provided. A tamping unit 9, which can be adjusted in height by a drive 8, is equipped with stuffing tongs 10 which can be submerged in gravel of the track 3 for underfilling purposes.
With respect to a working direction 11 of the tamping machine 1 is located directly in front of the tamping unit 9 by means of flange rollers 12 on the track 3 unrollable lifting-leveling unit 13 with an aggregate frame 19. This is about lifting and straightening drives 14, 15 (s. Fig. 2, 3 ) are connected to the machine frame 4 to shift the track 3 in a predetermined by the track measuring system 7 target position. In order to produce a frictional connection with the track 3, pivotable lifting rollers 17 and a height-adjustable lifting hook 18 are connected to the unit frame 19 by a drive 16 (see FIGS. This is articulated by Anlenkstangen 20 on the machine frame 4 and by means of a drive 21 relative to the machine frame 4 in a machine longitudinal direction 22 displaced.
As can be seen in particular in FIGS. 2 and 3, the lifting / straightening unit 13 is connected to a vibration exciter 24 which can be set into vibration by a hydraulic drive 23 and which has two imbalance masses 25 that can be offset in rotation by the drive 23 and a gear 26. The wheel flange rollers 12 are formed by drives 27 in a horizontal, transversely to the machine longitudinal direction 22 extending direction relative to the unit frame 19 slidably (see Fig. 3).
To perform a position correction, a section of the track 3 is raised by the use of the lifting and straightening unit 13 in the predetermined by the track measuring system 7 target position in a first cycle and (in the case of tamping machine 1 shown in FIG. 1) in the context of a discontinuous Arbeitsvorfahrt of Threshold to threshold supported. For lifting the track 3, either the lifting rollers 17 or the lifting hooks 18 are selectively brought into engagement with rails 28.
In anticipation of initial settlement of the track 3, the just-cushioned section is lowered in a controlled manner in a subsequent second pass involving the track measuring system 7. For this purpose, under the plant of lifting rollers 17 to the rails 28 frictionally detected track 3 in a continuous work approach under the action of the actuators 14 (which are applied here in comparison to the first working passage in the opposite direction) charged with a vertical load. At the same time takes place under the action of the actuators 23 activation of the vibration exciter 24 with a resulting rotation of the imbalance masses 25, whereby the track 3 is permanently displaced in horizontal, normal to the machine longitudinal direction 22 oscillations.
With this second work passage, which concludes the track processing, a uniform structure of the ballast compaction and thus an advantageous increase in the transverse displacement resistance is achieved. As a result, the track can be traveled at an unrestricted speed immediately while avoiding disadvantageous slow-moving traffic.
As an alternative to the rotating imbalance mass having vibration exciter 24, the vibrations could also be generated by a hydraulic vibration drive.
According to the embodiment shown in FIG. 4, the tamping machine 1 has a satellite frame 30, which is displaceable by a drive 31 relative to the machine frame 4 in the machine longitudinal direction 22. Stopf- and lifting straightening unit 9, 13 are connected to the satellite frame 30. A required for the track position correction track measuring system is not shown here for the sake of simplicity.
In a first pass for processing a track section, the tamping machine 1 is moved continuously, while parallel to the satellite frame 30 is moved together with the stuffing and lifting-straightening unit 9, 13 discontinuously from one to the next Stopfstelle. In an immediately subsequent second pass, the satellite frame 30 is used together with the machine frame 4 in a continuous work approach. In this case, by means of the vibration exciter 24 positioned on the lifting and straightening unit 13 -as is already described with reference to FIGS. 1 to 3-a permanent vibration and ballast transmission to the track 3 takes place.
权利要求:
Claims (6)
[1]
1. tamping machine for plugging a track, with a tamping unit (9) arranged between rail carriages (2) and a lifting roller (12) mounted directly above the tamping unit (9) with respect to a working direction (11) mounted on an aggregate frame (19). Straightening unit (13), which is provided for a displacement of the track (3) in a - predetermined by a track measuring system (7) - desired position with lifting and directional drives (14, 15), characterized in that a means of a drive (23) vibratable vibration exciter (24) is connected to the lifting and straightening unit (13).
[2]
2. Machine according to claim 1, characterized in that the vibration exciter (24) has two by the drive (23) in rotation displaceable imbalance masses (25).
[3]
3. Machine according to claim 2, characterized in that the two imbalance masses (25) - for generating horizontal, transverse to a machine longitudinal direction vibrations - by a transmission (26) are connected to each other for a synchronous, opposite rotation.
[4]
4. Machine according to one of claims 1,2 or 3, characterized in that the flange wheels (12) by means of drives (27) in a horizontal, transversely to the machine longitudinal direction extending relative to the unit frame (19) are displaceable.
[5]
5. Machine according to one of claims 1 to 4, characterized in that the lifting-straightening unit (13) by a drive (21) in the machine longitudinal direction relative to a machine frame (4) is designed to be displaceable.
6. Machine according to one of claims 1 to 5, characterized in that equipped with a vibration exciter (24) lifting-leveling unit (13) and the tamping unit (9) with a relative to the machine frame (4) in the machine longitudinal direction movable satellite frame ( 30) are connected.
[6]
6. A method for performing a position correction of a track, this by a lifting straightening unit (13) detected, raised in a predetermined by a track measuring system (7) desired position and is supported by ballast compaction, characterized by the following features: a) in a first working cycle a portion of the track (3) is raised by the use of the lifting-straightening unit (13) in the desired position and b) b) in a subsequent to the first pass second working passage of the previously stuffed section of the track (3) in a continuous Arbeitsvorfahrt loaded by the lifting-leveling unit (13) connected to drives (14) with a vertical load and using a vibrator (24) permanently vibrated.
类似技术:
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AT503437A4|2007-10-15|METHOD FOR SUBSTITUTING AND STABILIZING A JOINT
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同族专利:
公开号 | 公开日
AT518023B1|2018-04-15|
ES2790378T3|2020-10-27|
EP3384090A1|2018-10-10|
JP6856645B2|2021-04-07|
EA201800208A1|2018-11-30|
US20190271120A1|2019-09-05|
CN108291371B|2021-04-16|
JP2018536105A|2018-12-06|
US10829897B2|2020-11-10|
EP3384090B1|2020-02-26|
EA035735B1|2020-07-31|
CN108291371A|2018-07-17|
WO2017092840A1|2017-06-08|
DK3384090T3|2020-05-18|
PL3384090T3|2020-07-27|
引用文献:
公开号 | 申请日 | 公开日 | 申请人 | 专利标题
DE3132870A1|1981-01-28|1982-08-26|Franz Plasser Bahnbaumaschinen-Industriegesellschaft mbH, 1010 Wien|TRACK LEVELING PLUG AND LEVELING MACHINE WITH STABILIZATION UNIT|
EP0609647A1|1993-01-29|1994-08-10|Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H.|Renewal or cleaning apparatus for ballastway|
EP0726360A1|1995-02-09|1996-08-14|Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H.|Method and machine for tamping and stabilizing a railway track|
EP0416193A1|1989-03-10|1991-03-13|Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H.|Railway track tamping, levelling and lining machine with laterally adjustable tamping units|
EP0518845B1|1991-06-12|1995-04-12|Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H.|Method and tamping machine for the compaction of ballast of railway lines|
WO2008009314A1|2006-07-20|2008-01-24|Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh|Method and machine for stabilizing track|
CN103132406B|2011-11-24|2015-06-03|金鹰重型工程机械有限公司|Meter-gauge track lifting-and-lining device|AT516590B1|2014-11-28|2017-01-15|System 7 - Railsupport GmbH|Method and device for compacting the ballast bed of a track|
WO2018026895A1|2016-08-05|2018-02-08|Harsco Technologies LLC|Rail vehicle having stabilizer workhead with powered axles|
AT519195B1|2016-10-04|2019-05-15|Plasser & Theurer Export Von Bahnbaumaschinen Gmbh|Stopfaggregat and method for clogging of sleepers of a track|
AT521990A1|2018-12-27|2020-07-15|Plasser & Theurer Export Von Bahnbaumaschinen Gmbh|Process and track construction machine for processing a ballast track|
CN110629604B|2019-10-25|2021-01-26|哈尔滨哈铁装备制造有限公司|Track is maintained and is used tamping unit|
法律状态:
优先权:
申请号 | 申请日 | 专利标题
ATA774/2015A|AT518023B1|2015-12-02|2015-12-02|Tamping machine and method for performing a position correction of a track|ATA774/2015A| AT518023B1|2015-12-02|2015-12-02|Tamping machine and method for performing a position correction of a track|
EP16790267.5A| EP3384090B1|2015-12-02|2016-11-02|Tamping machine and method for correcting the position of a track|
CN201680069730.4A| CN108291371B|2015-12-02|2016-11-02|Tamping machine and method for correcting the position of a track|
DK16790267.5T| DK3384090T3|2015-12-02|2016-11-02|STOPPING MACHINE AND PROCEDURE FOR IMPLEMENTING A POSITION CORRECTION OF A TRACK|
PCT/EP2016/001818| WO2017092840A1|2015-12-02|2016-11-02|Tamping machine and method for correcting the position of a track|
JP2018528792A| JP6856645B2|2015-12-02|2016-11-02|How to perform Titamper and orbit position correction|
US15/779,206| US10829897B2|2015-12-02|2016-11-02|Tamping machine and method for correcting the position of a track|
ES16790267T| ES2790378T3|2015-12-02|2016-11-02|Tamping machine and procedure for making a correction of the position of a railway track|
EA201800208A| EA035735B1|2015-12-02|2016-11-02|Method for correcting the position of a track by a tamping machine|
PL16790267T| PL3384090T3|2015-12-02|2016-11-02|Tamping machine and method for correcting the position of a track|
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