• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    The invention relates to a method for compacting a track ballast bed (2) by means of a tamping unit (1), which comprises two opposite stuffing tools (6) which are subjected to a tamping vibration in the track ballast bed (2) and moved towards each other with a Beistellbewegung , It is provided that at least one variable oscillation variable (16, 23) is predetermined as a function of a penetration time (13) in the track ballast bed (2) until a required penetration depth of the stuffing tools (6) is achieved.
    公开号:AT519738A4
    申请号:T279/2017
    申请日:2017-07-04
    公开日:2018-10-15
    发明作者:
    申请人:Plasser & Theurer Export Von Bahnbaumaschinen Gmbh；
    IPC主号:
    专利说明:

    description
    Method and device for compacting a track ballast bed
    TECHNICAL FIELD The invention relates to a method for compacting a track ballast bed by means of a tamping unit, which comprises two opposing tamping tools which, during a tamping process, are vibrated into the track ballast bed and moved towards one another with an additional movement. In addition, the invention relates to a device for performing the method.
    PRIOR ART [02] Darning units for tamping sleepers are already known several times. B. by AT 500 972 B1 or AT 513 973 B1. Vibrations acting on the tamping tools can either be generated mechanically by an eccentric shaft or by hydraulic impulses in a linear motor.
    [03] AT 515 801 B1 describes a method for compressing a
    Track ballast bed by means of a tamping unit, whereby a quality figure for a ballast bed hardness is to be shown. For this purpose, an auxiliary force of an auxiliary cylinder is recorded as a function of an auxiliary path and a code number is defined based on the energy consumption derived therefrom. However, this indicator has little meaning, because a not negligible proportion of energy that is lost in the system is not taken into account. In addition, the total energy actually introduced into the ballast during a tamping process would not allow a reliable assessment of a ballast bed condition. In addition, the superstructure must first be identified in order to determine an energy-optimal amplitude or frequency, which has a very time-consuming and cost-intensive effect on the tamping process.
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    9.2
    SUMMARY OF THE INVENTION [04] The object of the invention is for a method and a
    Device of the type mentioned to provide an improvement over the prior art.
    [05] According to the invention, this object is achieved by a method according to
    Claim 1 and a device according to claim 7. Dependent claims indicate advantageous embodiments of the invention.
    [06] The method is characterized in that at least one variable vibration variable is specified as a function of a penetration duration into the ballast bed until a required penetration depth of the tamping tools is reached. In this way, an energy-optimized penetration of the tamping tools is achieved. The vibration size changes automatically with increasing penetration duration, so that the penetration process is always matched to the actual ballast bed conditions. This means that it is not necessary to identify a superstructure and its bedding hardness or resistance beforehand. Due to the duration of penetration, a conclusion can be drawn about the bedding hardness.
    [07] In a simple version of the method, the
    Vibration size changed by means of a table and / or curve stored in a controller. This means that the vibration size can be quickly adjusted with little computing power.
    [08] It is also advantageous if the predefined dependency of the
    Vibration size is changed by the penetration time in real time. In this way it is possible to react quickly to special conditions, for example by a faster increase in the vibration size with increasing penetration time. In addition, an operator of the work machine has the possibility to optimize specifications for a tamping process in real time at any time.
    [09] An increasing amplitude is advantageously specified as the vibration variable. With loose ballast bedding (new position) with low resistance, a small amplitude is sufficient for the tamping tools to penetrate. With this loose ballast bedding, no increase in amplitude is necessary. The mass of the tamping unit is sufficient to
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    3.9
    Lower tamping tools to a required machining depth. In the case of hard ballast bedding (long lay time), the tamping tools take longer to penetrate due to the higher resistance of the ballast. Depending on the duration of penetration, the amplitude is increased in order to counteract and overcome the higher resistance to penetration.
    A further improvement provides that a variable frequency is specified as the vibration variable. A dependency of the frequency on the penetration time has an energy-optimizing effect on the tamping unit. For example, a lower frequency can be maintained with loose ballast bedding. The frequency and thus the energy to be used are increased with increasing penetration time only for hard ballast bedding.
    [11] It is also advantageous if the duration of penetration and an energy used to penetrate the ballast bed are recorded in an evaluation device. By recording the energy required for each penetration process, simple documentation is provided that can be used to further optimize the maintenance intervals.
    The inventive device for performing one of the aforementioned methods comprises a tamping unit, which comprises two opposing tamping tools, each of which is coupled via a swivel arm to an auxiliary drive and a vibration drive, with a control specifying a dependency of at least one vibration variable on the duration of penetration ,
    [13] It is advantageous if an evaluation device is provided for recording the duration of penetration and / or an energy expended. Through the recording and evaluation, an energy balance of the
    Further improvement of the tamping unit.
    [14] An additional development of the device provides that the control is set up as an intelligent control in order to automatically adapt the predetermined dependence of the vibration variable on the duration of penetration for energy optimization. Intelligent control can, for example
    4/12 • · • ·
    4/9 be trained to allow previous recorded tamping processes to flow into the energy optimization.
    [15] It is also advantageous if the control is coupled in real time to an operating unit for changing the predefined dependence of the vibration magnitude on the duration of penetration. Thus, the operator still has the possibility to intervene in a control of the tamping unit and thus in the tamping process with each tamping process.
    BRIEF DESCRIPTION OF THE DRAWINGS [16] The invention is explained below by way of example with reference to the accompanying figures. In a schematic representation:
    [17] Fig. 1 tamping unit [18] Fig. 2 diagram optimized penetration behavior
    DESCRIPTION OF THE EMBODIMENTS [19] FIG. 1 shows a simplified tamping unit 1 for tamping a track ballast bed 2 below sleepers 3 of a track 4 with a lowerable tool carrier 5 and pairs of two opposing tamping tools 6. Each tamping tool 6 is connected to a swivel arm 7 with a hydraulic auxiliary drive 8 connected, which serves as a vibration drive 9 at the same time. The respective swivel arm 7 has an upper swivel axis 10 on which the auxiliary drive 8 is mounted. The respective swivel arm 7 is rotatably mounted on the tool carrier 5 about a lower swivel axis 11. Such a tamping unit 1 is provided for installation in a track 4 movable tamping machine or a tamping satellite.
    [20] FIG. 2 shows a waveform of a tamping tool 6 during a penetration process in a diagram 12. The penetration time 13 is plotted on the abscissa axis. The ordinate axis indicates values for the oscillation deflections 14 (vibration) of the tamping tools 6. An envelope curve 15 of the oscillation deflections 14 shows a course of the oscillation amplitude 16. This curve 15 is in the present
    5/12 • · ·
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    5.9
    Example, the amplitude 16 as a variable vibration variable as a function of the penetration time 13.
    [21] Specifically, depending on the penetration time 13, the amplitude 16 is increased using the curve 15 until the required penetration depth is reached (the amplitude 16 is a function of the penetration time 13). In this way, depending on the penetration time 13 and thus on the resistance of the ballast bed 2, the energy-optimal vibration amplitude 16 is automatically specified. It is not necessary to identify the superstructure and its bedding hardness in advance. The curve 15 shown in FIG. 2 has a linear course, for example.
    [22] In the diagram, two vertical lines 17, 18 each show that the predetermined penetration depth has been reached. The first vertical line 17 corresponds to a loose ballast bed 2 with a low resistance. Here the penetration process is completed after a short penetration period 13 while maintaining a small oscillation amplitude 16.
    [23] The second vertical line 18 corresponds to a hard ballast bed 2 with great resistance. Over the longer penetration time 13, the amplitude 16 increases in accordance with curve 15 until the penetration process is completed with a maximum deflection of the tamping tools 6. In the case of a harder ballast bed 2, the penetration process takes longer, and the optimum amplitude 16 is thereby automatically specified.
    [24] For example, curve 15 is stored as a function or in tabular form in a memory of a controller 19. A plurality of curves 15 can also be stored, it being possible for a selection to be made via an operating unit 20 or for curve parameters to be changed. With an intelligent control, there is the possibility of automatically making adjustments to the predetermined curve 15 in real time. For example, currently performed penetration processes are evaluated in order to optimize the energy expenditure for the penetration of the tamping tools 6. Conclusions about the nature of the ballast bed 2 are also possible.
    [25] The adaptation of the predetermined curve 15 can also affect the shape. For example, an ascent start 21 and an ascent end 22 may be one
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    1713
    linear increase in the oscillation amplitude 16 are shifted. Non-linear changes in the vibration quantities can also be useful in order to react optimally to existing conditions (e.g. sinusoidal rise). In addition, they are coordinated
    Change specifications for the amplitude 16 and the frequency or period 23 are expedient in order to optimize the oscillatory movement of the tamping tools 6 during a penetration process.
    For this purpose, the device comprises an evaluation device 24 coupled to the controller 19. The evaluation device 24 is used, for example, to determine the energy required for an penetration process. In the case of hydraulic vibration generation using an auxiliary cylinder, the following relationship applies to the mechanical power:
    Pmech Po-Q p Q ... hydraulic supply pressure [bar]
    Q ... necessary volume flow of the auxiliary cylinders py-].
    [27] The volume flow of the auxiliary cylinders can be estimated using the following formula:
    Q = (A A + A B ) .af
    A a ... Large area of the auxiliary cylinder, [m 2 ]
    A ß ... Small area of the auxiliary cylinder, [m 2 ] a ... Amplitude 16 of the auxiliary cylinder, [m] f ... Frequency of the oscillatory movement, [j] [28] The energy required for penetration per penetration process results then as follows:
    rttauch rttauch
    W ed = I Pmech-dt = lp 0 . (A a + A ß ). af dt J to J t 0 t 0 ... start of the penetration time 13 [s] t dives ... end of the penetration time 13 [s] [29] In the case of tamping units with an eccentric drive to generate vibrations, the oscillation frequency can first be described as above Pretend wise. In the case of variants with adjustable vibration amplitude 16, this can also be specified as a function of the penetration time 13 (see
    7/12
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    7/9 the Austrian patent application with the application number A 60/2017 of the applicant or the application AT 517 999 A1).
    8/12
    1713 »· · · · I • ·> · ··
    8.9
    权利要求:
    Claims (11)
    [1]
    claims
    1. Method for compacting a track ballast bed (2) by means of a
    Tamping unit (1), which comprises two opposing tamping tools (6), which are subjected to vibration during a tamping process and lowered into the track ballast bed (2) and moved towards one another with an additional movement, characterized in that at least one variable vibration variable (16, 23) as a function of the duration of penetration (13) into the ballast bed (2) until a required depth of penetration of the tamping tools (6) is reached.
    [2]
    2. The method according to claim 1, characterized in that the vibration variable (16, 23) is changed by means of a table and / or curve (15) stored in a controller (19).
    [3]
    3. The method according to claim 1 or 2, characterized in that the predetermined dependence of the vibration variable (16, 23) on the penetration time (13) is changed in real time.
    [4]
    4. The method according to any one of claims 1 to 3, characterized in that an increasing amplitude (16) is specified as the vibration variable.
    [5]
    5. The method according to any one of claims 1 to 4, characterized in that a variable frequency or period (23) is specified as the vibration variable.
    [6]
    6. A method for compacting a track ballast bed according to one of claims 1 to 5, characterized in that the penetration time (13) and an energy used for penetration into the track ballast bed (2) in one
    Evaluation device (24) are recorded.
    [7]
    7. Device for carrying out a method according to one of claims 1 to 6, with a tamping unit (1) which comprises two opposing tamping tools (6), each via a swivel arm (7) with an auxiliary drive (8) and
    9.12
    1713 * ······· ·· ·· • · · · · «· • · · ·» ·· · · • · · · · · · · * · · · · · ·
    9/9 are coupled to an oscillation drive (9), characterized in that a dependency of at least one oscillation variable (16, 23) on the duration of penetration (13) is predetermined in a controller (19).
    [8]
    8. The device according to claim 7, characterized in that an evaluation device (24) is provided for recording the penetration time (13) and / or an energy expended.
    [9]
    9. The device according to claim 7 or 8, characterized in that the controller (19) is set up as an intelligent controller to automatically adapt the predetermined dependence of the vibration variable (16, 23) on the penetration time (13) for energy optimization.
    [10]
    10. The device according to one of claims 7 to 9, characterized in that the controller (19) is coupled in real time with an operating unit (20) for changing the predetermined dependence of the vibration variable (16, 23) on the duration of penetration (13).
    10/12 • · · • · · • · · • · · • · · · · · ··· ·· · * • · · · ··· • · · »· • · β ·· ·«
    Ο
    [11]
    11/12
    CN ·· «· ···· ·» ·· ·· · »• ·· · ·· ···· • · · · · ···» · · · ···· · 9 · · IM ·· ···· ··· ·
    类似技术:
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    同族专利:
    公开号 | 公开日
    CN110809654A|2020-02-18|
    EA201900527A1|2020-04-21|
    JP2020525672A|2020-08-27|
    CA3063806A1|2019-01-10|
    EP3649289B1|2021-08-11|
    AT519738B1|2018-10-15|
    ES2890246T3|2022-01-18|
    WO2019007621A1|2019-01-10|
    EP3649289A1|2020-05-13|
    PL3649289T3|2022-01-03|
    US20200141063A1|2020-05-07|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    AT518025A1|2015-12-10|2017-06-15|Plasser & Theurer Export Von Bahnbaumaschinen Gmbh|Stopfaggregat and method for submerging a track|
    AT339358B|1974-05-09|1977-10-10|Plasser Bahnbaumasch Franz|DRIVE AND CONTROL DEVICE FOR VIBRATING AND ADJUSTABLE TOOLS OF A TRACK MACHINE, IN PARTICULAR MOBILE TRACK PAD MACHINE|
    CH640027A5|1980-11-24|1983-12-15|Sig Schweiz Industrieges|RAILWAY TRACK OF tamping.|
    AT500972B1|2004-10-29|2006-05-15|Plasser Bahnbaumasch Franz|METHOD FOR SUBSTITUTING THRESHOLD|
    AT515801B1|2014-09-16|2015-12-15|System 7 Railsupport Gmbh|Method for compacting the ballast bed of a track|
    AT517999B1|2015-11-20|2018-05-15|Plasser & Theurer Export Von Bahnbaumaschinen Gmbh|Stopfaggregat and method for plugging a track|AT518195B1|2016-01-26|2017-11-15|Plasser & Theurer Export Von Bahnbaumaschinen Gmbh|Method for compacting the ballast bed of a track and tamping unit|
    AT523900A1|2020-06-08|2021-12-15|Hp3 Real Gmbh|Method for the automatic autonomous control of a tamping machine|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    ATA279/2017A|AT519738B1|2017-07-04|2017-07-04|Method and device for compacting a ballast bed|ATA279/2017A| AT519738B1|2017-07-04|2017-07-04|Method and device for compacting a ballast bed|
    CA3063806A| CA3063806A1|2017-07-04|2018-06-06|Method and device for compacting a track ballast bed|
    US16/628,758| US20200141063A1|2017-07-04|2018-06-06|Method and device for compacting a track ballast bed|
    EP18732684.8A| EP3649289B1|2017-07-04|2018-06-06|Method and device for compacting a track ballast bed|
    EA201900527A| EA201900527A1|2017-07-04|2018-06-06|METHOD AND DEVICE FOR SEALING A CRUSHED STONE BED OF A RAILWAY|
    JP2019570378A| JP2020525672A|2017-07-04|2018-06-06|Method and apparatus for compacting orbital ballast beds|
    CN201880043555.0A| CN110809654B|2017-07-04|2018-06-06|Method and device for compacting a ballast bed of a track|
    ES18732684T| ES2890246T3|2017-07-04|2018-06-06|Method and device for compacting a ballast bed|
    PL18732684T| PL3649289T3|2017-07-04|2018-06-06|Method and device for compacting a track ballast bed|
    PCT/EP2018/064849| WO2019007621A1|2017-07-04|2018-06-06|Method and device for compacting a track ballast bed|
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