• 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:
    1454172 Railway track maintenance machines FRANZ PLASSER BAHNBAUMASCHINEN-INDUSTRIE-GmbH 11 Oct 1973 [13 Oct 1972] 47522/73 Heading E1G [Also in Divisions B7 and G3] A railway track is pressed down to a desired level as determined by a reference system by applying a substantially horizontal transverse vibrating force to the rails or sleepers and simultaneously applying a local vertical loading to the rails by rams and optional vibrators. The compressing apparatus may be on an independent vehicle or may be on a vehicle, Fig. 21 (not shown), provided with conventional track lifters (141) and penetrative ballast tampers (140) arranged to raise the track above the desired level before using the compressing apparatus (16) of the invention. The compressing apparatus is automatically controlled (e.g. to vary the pressure, load time vibration frequency or vibration amplitude) by sensors detecting local deviations from a required level using a reference wire, light or laser beam. The machine of Fig. 2 comprises a chassis 1 supported on front and rear bogies 2' and carrying a track-level reference wire 5 extending between front and rear masts 3, 4 running on the rails. Means 12 are provided for effecting lateral track alignment The consolidating apparatus comprises a sub-chassis 16 suspended by rams 15 and carrying front and rear pairs of pressure rollers 14 and a central pair of V-groove rollers 17 which are vibrated horizontally by contra-rotating eccentric masses, Fig. 4 (not shown) to apply a horizontal vibratory force to the rails. The rams 15, and/or the drive to the vibrators, are controlled by sensors 7 which cooperate with the reference wire 5 to detect the local deviation of the track from the required level. Each sensor 7 rides on the wire 5 and may comprise a fork arm actuating a rotary potentiometer or a vertically-moving cam track actuating successive switches see Control Systems below. In the modification of Figs. 5 and 8 the sub-chassis 16 carrying pressure rollers 14 is pressed down by rams 15 while the grooved V-rollers 28 effecting horizontal vibrations are mounted on a cross beam 24 which incorporates contra-rotating eccentric masses and is suspended by rams 29 and links 25. Each ram 15 may, Fig. 7 (not shown), act on the sub-chassis (16) through a spring (32) and a single or multiple rotary vibrator (33). To accommodate variations in track gauge the rollers 28 rotate in displaceable blocks 27 coupled by arms 34, 35. Figs. 9-13 (not shown) illustrate modified means of accommodating variations in track gauge (a) by allowing rise and fall of V-rollers (41) on a common shaft (40); (b) by employing parallel displaceable shafts (40) for the two respective V-rollers (41); (c) by allowing hydraulicallycontrolled axial movement of one V-roller (41') on a common shaft (40'); (d) by mounting the V-rollers (41) on the lower ends of swing arms (50) whose upper ends, above vibratory pivots (51), are adjustably spaced by hydraulic or pneumatic mechanism (52); (e) by canting the V-rollers (41) by rocking their stub shafts about parallel longitudinal axes (57). In a modification, Fig. 1 (not shown), dispensing with the sub-chassis 16 there is provided for each rail a single pressure roller (8) which is actuated by a cylinder (9) on the vehicle chassis (1) and lies between front and rear vibrating V-rollers (11) lowered by cylinders (10). In a further modification, Fig. 14 (not shown), dispensing with V-rollers horizontal vibrations are applied directly to the sleepers by depending swing arms (60) hydraulically adjusted to grip the sleeper ends. Control Systems In Fig. 15 movements of a fork 71 embracing the reference wire 5 actuate a potentiometer 72 in a bridge network 70 so that a voltage representing the actual rail height is compared with a voltage 78 representing the desired height. The bridge voltage output, representing the difference, is amplified and fed through ammeter 77 to actuate a continuously-adjustable pressure limiting valve 74 controlling the cylinders 15 actuating the pressure rollers 14. In Fig. 16 (not shown) the bridge output voltage actuates a valve (80) to control the speed of hydraulic motors (82) driving the vibrators. In an all-electric modification, Fig. 17 (not shown) the bridge output voltage actuates a variable resistor 93 in the field winding of a shunt-connected motor 91 driving the vibrators. In Fig. 20 (not shown) the bridge output voltage is arranged to actuate successively first, second and third hydraulic vibrator motors (124, 125, 126) and first, second and third pressure cylinders (130, 131, 132). In Fig. 18 a vertical cam track 106 following the reference wire 5 cooperates with switches 104, 105 following the actual rail height (e.g. at the pressure roller, not shown), the switches energising respective vibrator motors 100, 101 so that excessive local spacing between the wire 5 and rails energises an additional vibrator. Fig. 19 (not shown) illustrates a modification of Fig. 18 for hydraulic vibrator motors.
    公开号:SU893140A3
    申请号:SU731971145
    申请日:1973-10-12
    公开日:1981-12-23
    发明作者:Плассер Франц；Тойрер Иозеф；Шуберт Эгон；Рисбергер Клаус
    申请人:Франц-Плассер Банбаумашинен-Индустригезелльшафт Мбх (Инофирма)；
    IPC主号:
    专利说明:

    (54) MA1SHShHA. FOR SEALING A BALLAST LAYER UNDER CRYSTALS OF A WELFARE WAY
    one
    The invention relates to devices for the construction and repair of railway tracks, in particular to devices for compacting the ballast layer. 5
    A known machine for compacting the ballast layer under the sleepers of the railroad track contains a self-propelled chassis, on the frame of which a device is installed for dynamic loading of the track, including rail track acting: power load cylinders and stops placed on both sides of the longitudinal axis of the machine , and pathogens | 5 tlj oscillations. The disadvantage of the machine is that it does not provide a uniform and stable compaction of the ballast layer of the railway track.
    The purpose of the invention is to improve the quality of compaction.
    To achieve this goal, the machine is equipped with a device for controlling the position of the track, including 26
    1) a difference meter between the target and the actual position of the track, mounted on the chassis frame, the control target for communicating the device for controlling the position of the track with the load power cylinders and vibration exciters, and the device for dynamically loading the track: equipped with a trolley mounted on the rods power cylinders,; and the stops are made in the form of rollers with a / -shaped groove on the surface of the roll and are mounted, at least on one axis, fixed on the trolley, with the possibility of moving lindra along its. axis.
     In addition, oscillation pathogens are mounted on a trolley. The rollers are fixed at opposite ends, of at least two parallel axes. In this case, the rollers placed on one of the sides from the longitudinal axis of the machine are rigidly fixed on the axles. The axes of the rollers are mounted on the yokes, hinged on the trolley. Moreover, the machine is equipped with a pull, the ends of which are hinged on the chassis frame and on the trolley. The control circuit contains a bridge circuit, in: the diagonal of which includes a differential amplifier connected with the power loading cylinders and oscillating exciters through an electromagnetic valve. FIG. 1 shows schematically a machine for compacting the ballast layer under the sleepers of a railway track, side view in FIG. 2 is the same, the device for dynamically loading the path includes those. in FIG. 3 shows section A-A in FIG. 2; in fig. 4 shows a section BB in FIG. 2; in fig. 5 shows a device for dynamic loading of the track, side view; in FIG. 6 is the same, the view from above in FIG. 7 is a section bb of FIG. b- in fig. 8 - section G-Y in FIG. 6; FIG. 9-13 are embodiments of a device for dynamic loading of a track; in fig. 14 - the same as the horizontal oscillations are transmitted to the sleepers; in fig. 15 is a control circuit diagram for communicating a device for controlling the position of a track with its loading cylinders, FIG. 16-17 - control circuits often: that of the exciter of oscillations depending on the position of the path in Fig. 1819 - control circuits of amplitude. fluctuations depending on the position of the track; in FIG. 20 is a control circuit diagram for simultaneously controlling the loading power cylinders and the oscillation amplitude depending on the position of the track; in fig. 21 is a schematic; mathematically depicted machine, additionally including a track raiser, and tamping tools. The machine for compacting the ovalite layer under the railway slags contains a self-propelled chassis, on the frame 1 of which a device is installed for dynamic loading of the track, including force cylinders 2 of loading acting on the rails of the track and stops made in the form of rollers 3 with a V-shaped groove on the surface of the roll and mounted on at least one axis fixed on the trolley 4. Rollers 3 are placed on both sides of the longitudinal axis of the machine above the rails 5. 04 The machine also contains a device for controlling the polo HAND path comprising sensors 6 and 7, which are supported on the lower ends of the rails 5, and at the upper ends carry straight line 8, for example tensioned wire, which serves as a basis for determining the position on the path level. Using the gauge 9, the distance from the rail 5 to the value of 8 can be measured, for this purpose, a gauge made in the form of a fork is fixed on the gauge 9. At the lower end of the gauge 9: the pressure roller 10 is fixed, which is pressed against the rail 5 by the power cylinder. Using the roller 10, the distance from the rail 5 to the line 8 is measured. The cart 4 is supported on the traveling wheels 12, pressed by the cylinders 2 to the rails 5, while the wheels 12 simultaneously serve as the pressure rollers corresponding to the roller 10. The machine is fixed on the machine 13 for aligning the track in the plan. Between the wheels 12 of the carriage 4, a pair of rollers 3 is fixed on the axis 14, the rails 5 covering the heads, vibrators 15 are fixed on the axis 14, for example, inertia-free exciters, whose oscillation force acts in the Horizontal plane and is transmitted through the rollers 3 to the rails 5, and consequently, on railway track. Wheels 12 are mounted on axle 16 on trolley 4 (Figures 5–8). Cylinders 2 are perpendicular to axis 16 and are hinged on trolley 4 and on frame 1 of the machine. On the trolley 4, the transverse beams 17 are fixed, and between them is mounted a movable box 18, on which the vibrators 15 are mounted, by means of the rocker arms 18, for example, the non-inertia oscillators. At both ends of the beam 19, bearings 20 are installed in which the rollers 3 are fixed, pressed by the power cylinders 21 to the rails 5. The beam 19 can be moved in a vertical plane relative to the carriage 4 by means of the rocker arms 18 of the cylinders 21. To prevent movement of the carriage 4 relative to the machine, a ha is installed 22 pivotally mounted on the frame 1 of the carriage 4. The cylinder 2 rod (Fig. 7) may be connected to the vibrator 15 via an elastic element 23, for example a iaxyro spring 5, a vibrator 15 may be mounted on the carriage 4, and the vibrators 15 may b be several. If the oscillation force generated by the vibrator 15 is equal to the maximum pressing force created by cylinder 2, then a pulsating load will act on the path, which oscillates between zero and twice the value of the pressure force of cylinder 2. Measuring instrument 9 carries potentiometer 24 connected to fork 25, covering line 8. Each bearing 20 (Fig. 8 is rigidly connected to block 26. Two blocks 26 are interconnected by an intermediate element 27, the ends of which are hinged on blocks 26. Such a connection of rollers 3 ensures their precise installation track width. The rollers 3 (Fig. 9) can be fixed on the axis 14 at a constant height from each other, while the flanges of the rollers 3 are abraded during operation so as to encompass the rail heads. Vibrators 15 transmit oscillations as shown by arrows, and the vertical oscillations are compensated and only horizontal oscillations remain, which makes it possible to tune the device for dynamic loading of the track both to different widths of rail heads and to different widths of track. Two parallel axes 14 (FIG. U) are carried at their opposite ends along roller 3 and wheel f2 without flange. With this arrangement of rollers 4 and wheels 12, it is necessary for the vibrators I5 to rotate synchronously and in phase. The axes 14 are arranged so that they can be independently moved from each other, and the rollers 3 interact with both side portions of the rail heads, which contributes to a better transfer of vibrations to the track. The roller 3. (Fig. 1.1) can move with the power cylinder 28 along the axis 14 by supplying or discharging the working medium into or out of pipelines 29 and 30. The device 31 consists of a double action solenoid valve that blocks the entrance or exit of the working cylinder 28. The rollers 3 (Fig. 12) are fixed at one end of the rocker arms 32, the hinge | 1o attached to the crossbar of the trolley 4. The upper ends of the rocker arms 32 are connected to the moving device 33. Thanks: the supply or removal of the working medium through the pipelines 34 and 35 of the rocker arms 32 are rotated relative to each other, and the rollers 3 are set along the track gauge. The rollers 3 (Fig. 13) can be hinged on the trolley 4. The levers 36 are hinged on the intermediate element 37. The rollers 3 are set across the track gauge (one of the positions of the roller 3 is indicated by a dotted line). Horizontal vibrations (Fig. 14) are transmitted to the ends of the sleepers laid in the path. Rocker arm 38 pivotally fixed: on the beam 39, which carries the vibrator 15. Upper end. The rocker arms 38 are connected with the spreading device 40, and their lower ends, through the stops 41, are connected with the cross ties. The control circuit contains a bridge circuit, including potentiometer 24, moving relative to line 8 with a plug 25, a differential amplifier 42 connected to the electromagnetic valve 43 is inserted into the bridge circuit diagonal. The voltage taken from the potentiometer 24 decreases from the required value corresponding to the required position of the path level, in proportion to its actual position. This voltage value is applied to the amplifier 42 and compared there. The incoming comparison signal is amplified and appears at the output of the amplifier in the form of a voltage or current signal, which is proportional to the difference between the required and actual position of the railway track level. This enhanced output signal is used to control the electromagnetic valve 43, which limits the pressure of the working medium supplied to the power cylinders 2 and 11 from the pump 44. In the circulation circuits of the medium, transmitting the pressure of the pump 44, lies, in addition, the control valve 45 by means of which the influx of pressure transmitting medium to cylinders 2 and I is interrupted if the output signal from amplifier 42 reaches zero and thereby indicates that the required level of railway track has been reached. In the current circuit, in which the pressure limiting electrolygic valve is located, a measuring device 46 (ammeter) is connected, from which it is possible to read the output signal from amplifier 42, so that a level of precipitation of the track is made necessary (lowering its level).
    Potentiometer 24 (Fig. 16) is included in the bridge circuit, the voltage of the bridge is compared in amplifier 42 and the difference signal is amplified. The output of the amplifier, which is again proportional to the difference between the actual and the required positions of the railway track level, is used to move the quantitatively adjusting electromagnetic valve 43. It regulates the flowing amount of pressure transmitting medium in the hydraulic system 47, in which the feed pump 44 and the hydraulic motor 48 are located, to drive the vibrators. For the working medium of the hydraulic system 47, there is a reservoir 49. Due to the change in the flowing amount of the medium transmitting the pressure, the rotational speed of the hydraulic motor 48 also changes per unit of time and, as a result, the mode of the vibrator driven from it also changes. If, for example, at the beginning of the workflow, at a certain difference between the required and actual positions of the railway track, if the frequency of the oscillations was close to the resonant point of the path, then it would move with a growing approach to the required height from the resonant point.
    The frequency control (Fig. 17) also requires a correlative straight line 8, a plug 25, a potentiometer 24, a bridge circuit and an amplifier 42. But instead of the hydraulic system 47 there is an electrical current circuit 50 in which a motor is used as the drive motor 51 for the vibrator direct current with a shunt winding. The DC motor 51 comprises an excitation winding 52. A control resistor 53 is installed in the excitation circuit, the slider of which moves from the electric servomotor 54.
    The servo motor, due to the amplified, output signal of the amplifier 42, which is proportional to the difference between the actual and necessary positions of the railway track in terms of level, is activated so that it respectively proportionally moves the rheostat slider 53
    and, as a result, changes its resistance in the excitation circuit of the motor 31. As a result, the number of revolutions of the motor 51 and, consequently, the oscillation generated by the vibrator (oscillator) driven by it changes. It is possible (if the output signal of amplifier 42 is appropriately amplified, i.e., without intermediate activation of the servomotor 54, it is used to change the position of the rheostat in the excitation circuit. Two separate current circuits I and II (Fig. 18) are provided for driving
    0 motors 55 and 56 of the vibrator (excitation of oscillations). Circuits of current I and II. Can be switched on by switches 57 and 58. If contactors are used as switches 57 and 58
    5 59 and 60, then they can be brought
    in action mechanically, directly from the cam leg 61 of the measuring device. The cam lug is mounted on the switching rod of the measuring device. The engaging rod constantly follows the straight line 8, so that the cam lug 61 is always at a constant distance from the straight line 8. The engaging contactors 59 and 60 are able to move together with the pressure rollers 10 or the wheels 12 (FIG. or 2) so that their spins, the greasy distance from cam projection 61 is also the value of the railway track distance from the straight line 8.
    If the railway track lies at a distance of the normal order of magnitude above the required level, then with the help of the cam lug 61 only the contactor 60 acts and, therefore, only the oscillating motor of the circuit rotates.
    0 current II. However, if there is a particularly large overshoot, then contactor 59 is also within cam protrusion 61, so that an additional motor is turned on.
    The chains of current I and amp oscillatory, for example, doubles.
    权利要求:
    Claims (7)
    [1]
    This principle can be carried out hydraulically (Fig. 19). There are also straight lines 8, a measuring device with cam protrusion 61 including contactors 59 and 60. Hydraulic motors 62 and 63 are provided for driving, for example, two oscillating drivers, which are located in hydraulic chains III and IV and are driven Acting from feed pumps 64 and 65. Between the tanks 66 and feed pumps 64 and 65 are existing electrical control valves 67 and 68, which are capable of being switched on by means of turn-on contactors 59 and 60. Thus, by means of turn-on contactors inThe dependence on the magnitude of lowering of the rail path are incorporated one behind the other hydraulic circuit I1I and IV. . The option to implement a control circuit in which the additional vibration exciter is increased or disconnected to increase the vibration amplitude, as well as an additional power cylinder for raising the force, pressure (Figure 20), the input circuit of the control circuit corresponds to the diagram in Figure 15-17, Since the plug 25 and the potentiometer 24 operating from it, which is located in the bridge circuit, are provided following the line 8, the amplifier 42, which compares the signal taken from the potentiometer 24 with the reference value and enhances znostny signal. The output of amplifier 42 is provided to logic element 69, which classifies the output signal into separate signal stages. . The classification into three stages takes place, by means of which three different, capable of acting electromagnetically, control valves 70-72 for hydraulic motors 73-75 can be connected one after another into a hydraulic circuit. Besides . This ,, - hydraulic circuit has three electromagnetically acting pressure reducing valves 76-78, from which one of the three power cylinders 79-81 is correlated. If there is an output signal from amplifier 42 corresponding to a relatively low difference between the actual and required positions of the railway track level, then the classification is only in one stage of the logic element 69. Consequently, only the engine and the power train control unit are controlled as well. If the output signal from amplifier 42 exceeds the nearest height or the nearest higher limit of the steps, then further power cylinders and oscillation pathogens are connected. Separate levels of a logic element can correlate a causative agent of oscillations and / or a power cylinder with a different amplitude or pressure force, so that a certain differentiation of parameters is also possible here. In addition, it is possible to provide that the vibration exciter and the power cylinder can be controlled independently of each other through the logic element 69. The machine can be equipped with a tamping tool 82 and a track-lift 83 (figure 1). Between the trolleys of the truck, a trolley 4 is installed, carrying the appropriate pegs and associated with the device for controlling the position of the track. One such machine can lift and pave a railway track, and the degree of the required or desired reduction of the track is established and the section of the railway track oscillates in at least one place with the help of the effective track load level JJfiii. Claim 1. Machine for compacting the ballast layer under the sleepers of the railway track, comprising a self-propelled chassis, on the frame of which a device for dynamic loading of the track is installed, including load cylinders acting on the rails and stops placed on both sides of the longitudinal axis of the machine and vibration exciters, in order to improve the quality of compaction, it is equipped with a device for controlling the position of the path, which includes a measuring device of the difference between the target and the Utile and mounted on the chassis frame, a control circuit for communicating the device for controlling the position of the track with the power loading cylinders and vibration exciters, and the device for dynamically loading the track is equipped with a trolley mounted on the rods of the said power cylinders , and the stops are made in the form of rollers with a V-shaped groove on the surface of the roll and are mounted at least on one axis fixed on the trolley with the possibility of movement by force cylinders along its axis.
    [2]
    2. The machine pop. 1, differs with the fact that the exciters are fixed on the trolley.
    [3]
    3. Machine popp. 1 and 2, characterized in that the rollers are fixed at opposite ends of at least two parallel axes.
    [4]
    4. Machine popp. 1 and 2, I differ from the fact that the rollers placed on one of the sides of the longitudinal axis of the machine are rigidly fixed to the axles.
    [5]
    5. Machine on PP. 1-4, of which the axles of the rollers are mounted on rocker arms hinged on the carriage.
    [6]
    6. Machine on PP. 1-5, characterized in that it is provided with a rod, the ends of which are articulated
    mounted on the chassis frame and trolley.
    ,
    [7]
    7. Machine on PP. 1-6, characterized in that the control circuit comprises a bridge circuit, in
    the diagonal of which includes a differential amplifier associated with the load power cylinders and vibration exciters via an electromagnetic valve.
    Information sources,
    taken into account in the examination
    1. The patent of France No. 2117228, cl. Е 01 В 27/00, 21.07.72 (prototype).
    1
    AT
    / l
    S
    8th
    four
    -eight
    Yr
    R
    FIG.
    Have
    15
    Ik
    to
    FIG. 9
    FIG. ten
    Phie. eleven
    415V
    fig.P
    9
    S3
    19
    类似技术:
    公开号 | 公开日 | 专利标题
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    GB2065752A|1981-07-01|Track maintenance machine comprising vibratable tamping tools
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    同族专利:
    公开号 | 公开日
    DE2330102A1|1974-04-25|
    JPS582281B2|1983-01-14|
    ZA737512B|1974-09-25|
    US3926123A|1975-12-16|
    CH565898A5|1975-08-29|
    GB1454172A|1976-10-27|
    AT336663B|1977-05-25|
    JPS4972812A|1974-07-13|
    DE2330102C2|1982-12-02|
    FR2202980A1|1974-05-10|
    ATA881672A|1976-09-15|
    AU6044873A|1975-03-20|
    SU645605A3|1979-01-30|
    US3919943A|1975-11-18|
    CA1004083A|1977-01-25|
    FR2202980B1|1980-08-08|
    引用文献:
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    AT368212B|1980-07-31|1982-09-27|Plasser Bahnbaumasch Franz|TRACK BED CLEANING MACHINE WITH MEASURING, REGISTERING AND, IF NECESSARY, DISPLAY DEVICE|
    AT371170B|1981-01-16|1983-06-10|Plasser Bahnbaumasch Franz|TRACKABLE MACHINE FOR COMPACTION, ESPECIALLY TRACK LEVELING PLUG MACHINE, WITH STABILIZATION UNIT|
    AT371171B|1981-01-28|1983-06-10|Plasser Bahnbaumasch Franz|TRACK LEVELING PLUG AND LEVELING MACHINE WITH STABILIZATION UNIT|
    AT373648B|1982-02-09|1984-02-10|Plasser Bahnbaumasch Franz|METHOD FOR INFLATING BED MATERIAL BY MEANS OF A TRACK CORRECTION MACHINE|
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    AT400162B|1990-02-06|1995-10-25|Plasser Bahnbaumasch Franz|METHOD AND TRACKING MACHINE FOR MEASURING THE CROSS SHIFTING RESISTANCE|
    US5172637A|1991-02-01|1992-12-22|Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H.|Track surfacing machine for the controlled lowering of the track|
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    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    AT881672A|AT336663B|1972-10-13|1972-10-13|METHOD AND MACHINE FOR CORRECTING THE LEVEL OF A TRACK WITH BALLBED BED|
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