GB1571868A - Track tamping machine more especially for tamping below track switches - Google Patents
Track tamping machine more especially for tamping below track switches Download PDFInfo
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- GB1571868A GB1571868A GB3806677A GB3806677A GB1571868A GB 1571868 A GB1571868 A GB 1571868A GB 3806677 A GB3806677 A GB 3806677A GB 3806677 A GB3806677 A GB 3806677A GB 1571868 A GB1571868 A GB 1571868A
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- Prior art keywords
- tamping
- track
- machine
- tool
- rail
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- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
A tamping-tool unit (3) consists of two tool-holding devices (20) which are in each case mounted pivotably about an axis (22) running transversely to the longitudinal direction of the machine. These devices are designed as essentially fork-shaped pivot levers with a pivot bearing (23), a forked drive arm (24) extending upwards from the latter, and two side arms (25, 26) extending below the pivot bearing (23) transversely to the longitudinal direction of the machine to opposite sides of the vertical longitudinal plane of the rail. Arranged on the outer side arms (25) are tamping tools which are movable only in the longitudinal direction of the track, intended for submerging in adjacent sleeper compartments and together form a tamping-tool pair (29). In order to be able to avoid track components which are in the way, in particular in the crossing and points region, the tamping-tool pair (30) lying on the inside of the rail is additionally designed to be laterally pivotable about an axis running in the longitudinal direction of the machine. <IMAGE>
Description
(54) A TRACK TAMPING MACHINE, MORE ESPECIALLY FOR
TAMPING BELOW TRACK SWITCHES
(71) We, FRANZ PLASSER BAHhTBAU- MASCHINEN-INDUSTRIEGESELLSCHAFT M.B.H., of Johannesgasse 3, Vienna 1, Austria, an
Austrian Company, do hereby declare the
invention, for which we pray that a patent may be granted to us, and the method by which it is to be performed, to be particularly described, in and by the following statement::
This invention relates to a track tamping machine, more especially for tamping under track switches, crossings and the like, com
prising at least one tamping tool unit which
is mounted on the machine frame to be
raised and lowered by a vertical adjustment
drive and in which tamping tools disposed in the same transverse plane and intended to penetrate into the same sleeper crib on
both sides of a rail are arranged on a tool
holder which is pivotal about a transverse
track axis longitudinally of the machine and which is connected to feed-adjustment and
vibration drives.
Track tamping machines which are pri
marily intended for use along straight sec
tions of track generally show only limited
suitability for tamping the ballast bed in the
vicinity of track branches because the work of the tamping tools is impeded or complicater by the presence of track components
such as switch blades, frogs, guard plates
and the like.
Althougth various structural solutions
have been proposed with a view to mechan
ising the tamping process at switches and
crossings, none of theses solutions has ever
proved to be completely successful in prac
tice. A considerable advance was made by
the track tamping machine according to
British Patent Specification 957268 of which
the vibrated tamping tools feed-adjustable
longitudinally of the track are laterally
pivotal transversely of the longitudinal
direction of the track at their lower ends
where the tamping tines are mounted. This arrangement enables obstacles situated in the working range of the tamping tools to be overcome by lateral deflection of the particular tamping time without having to ex dude the ballast below the sleeper in question from the tamping operation.A similar arrangement of a laterally pivotal tamping tool in the form of a double tool equipped with two tamping tines is known from
British Patent Specification 1 037 520.
Further advances were made by the multiple-sleeper track tamping machine according to Austrian Patent No. 303,795, in which at least two groups of tamping tools are arranged one behind the other on a transversely adjustable frame member of the machine. In this arrangement, the tamping tools which are intended to penetrate into the same sleeper crib on the left and right of a rail are each mounted for lateral deflection on a holder which is arranged astride the rail and which is connected to vertical adjustment, feed-adjustment and vibration drives.With this machine, it is possible not only to overcome hindering track components by deflection of the particular tamping tools, it is also possible to tamp the ballast below sleepers situated in these zones by means of the tamping tools swung in laterally to engage laterally below the particular track component. Multiple-sleeper track tamping machines of this known construction have proved to be extremely effective in practice both in and around stations and along open sections of track.
In another track tamping machine (according to German Patent No. 2,013,991), tamping units vertically adjustable independently of one another are arranged on both sides of the same rail. Each tamping unit comprises a pair d tamping tools pivotal towards one another longitudinally of the track. The upper end of each tamping tool unit is pivotally mounted on the projecting roof part of the machine whilst its lower
end is guided for displacement transversely
of the track. The pivotal mounting of the
tamping units enables the tamping tools to
be laterally deflected to overcome obstacles
situated at least partly in their working
range However, since the tamping tools of
a tamping unit can only ever be laterally
deflected together, it is not possible to allow
individually for all the track components
interfering with the tamping process.In
addition, the presence of numerous pivot
bearings, partly in the form of universal joints, together with the relatively complic
ated guide systems gives rise to considerable
maintenance and repair costs. In addition,
the arrangement of the tamping units pro
jecting beyond the vertical and lateral guide
systems gives rise to unfavourable stressing
of the guide components and to a fairly con siderable degree of play of the tamping tools
relative to the fixed part of the machine
frame.
The object of the present invention is to
construct a track tamping machine for nor
mal track work with the least possible out
lay in such a way that, when used at track
switches, crossings of the like, it is able
to tamp for greater areas of ballast than is
possible with conventional track tamping machines. Hindering track components pre
sent in these zones are intended to be taken
into consideration by the individual use of the tamping tools. In addition, the tamping
units are intended to be provided with a
simplified, weight-saving and space-saving and also low-maintenance constmction in relation to track tamping machines of the type specially designed for use in and around track branches.
According to the present invention there
is provided a railway track tamping machine, comprising at - least one tamping tool unit which is mounted on the machine frame to be raised and. lowered by a vertical adjust
ment drive and in which tamping tools dis
posed in the same transverse plane and intended to penetrate into the same sleeper crib on both sides of a rail are arranged on a common tool holder which is pivotal longitudinally of the machine about an axis transverse to the track, and which is connected to feed-adjustment and virbation drives, characterised in that at least one tamping tool or pair of tamping tools intended to penetrate into the ballast bed on one side of the rail is, in addition, designed to pivot laterally about an axis parallel to the longitudinal axis of the machine.
A track tamping machine constructed in this way enables the ballast bed to be continuously tamped both along open sections of track and also over considerable regions of track branches, the particular requirements of these different regions of track being fully taken into consideration. The quality of tamping is uniform over the entire length of the tamped sections of track and any manual tamping work in the region of track switches, crossings and the like is avoided or reduced to a minimum.
The construction according to the invention takes into account the fact that the track
components which impede the tamping process are generally present on the same side of the rail associated with a tamping tool unit so that additional provision for the lateral pivotability of tamping tools need only be made on this side of the tamping tool unit.Since these tamping tools or pairs of tamping tools intended to penetrate into the ballast bed on the left or right of the rail are arranged on their tool holders to pivot laterally independently of one another, it is possible for the hindering track components to be laterally overcome to only the particular extent necessary, taking into
account their configuration and their dimensions both longitudinally and also transversely of the track, by individually using the additionally laterally pivotal tamping tools. for example, it is possible in the presence of a guide rail for only one tamping tool of a pair of tamping tools already situated in the vicinity of the guide rail to be laterally deflected to the necessary extent whilst the other laterally pivotal tamping tool of this pair remains in its non-deflected normal position.
The invention provides for an even simpler and more compact construction of the tamping units in relation to known machines equipped solely with laterally pivotal tamping tools. Tamping tool units constructed in accordance with the invention are also eminently suitable for subsequent fitting to already existing track tamping machines without any need for significant structural modifications thereto.
In one preferred embodiment of the invention, the tamping tool or pair of tamping tools displaceable solely in the longitudinal direction of the machine is arranged on one side arm of a substantially fork shaped or shaped tool holder which is in'tended to be centrally arranged in the plane of symmetry of the rails and which is preferably displaceable transversely of the longitudinal axis of the machine by means of a drive, whilst the additionally laterally pivotal tamping tool or pair of tamping tools is arranged on the other side arm of this tool holder which faces towards the middle of the track. The use of substantially fork-shaped or shaped tool holders is particularly favourable in the present case because holders of this type can readily be made rigid enough to be able also to withstand the asymmetrical stresses which can occur during the tamping of switches and crossings. In addition, the fact that the tool holders are fork-shaped or I- shaped provides the machine operator with a clear view of the tamping tools during their penetration into the ballast bed which is particularly important in the tamping of switches and crossings.
A particularly advantageous arrangement is one in which the additionally laterally pivotal tamping tool or pair of tamping tools, i.e. tamping tines, in releasably fixed to a holding shoe arranged on the transverse axis of the tool holder running parallel to the longitudinal axis of the machine, a hydraulic cylinder-and-piston assembly being pivotally connected to the holding shoe for its lateral pivoting function.
By virtue of this arrangement, the tamping tines used for the additionally laterally pivotal tamping tools may be the same as, or identical with, those used for the tamping tools which are only displaceable longitudinally of the track, in addition to which the tamping tines may be releasably secured to the holding shoes by the same fixing technique as that used for securing the tamping tools solely displaceable longitudinally of the track to one of the side arms of the tool holder.
In cases where the track tamping machine is equipped with two tamping tool units associated with the two rails of the track and adjustable in particular transversely of the longitudinal axis of the track, further advantages are obtained in accordance with the invention by virtue of the fact that the two tamping tool units with additionally laterally pivotal tamping tools are pairs of tamping tools facing the middle of the track are constructed and arranged symmetrically to one another.With a machine constructed in this way, the ballast below tracks of a switch or crossing can be quickly tamped without the machine having to be turned, greater stability of the machine and a substsantially symmetrical stressing of the machine frame by the reaction forces of the ballast during the tamping process being obtained by the symmetrical arrangement of the tamping tool units and the resulting equalisation of weight.
In one particularly advantageous embodiment of the machine according to the invention, two tamping tines are releasably secured to the tamping tool holder for pentration into the ballast bed in the particular outer zone of the two rails, whilst only one laterally pivotal tamping tine or pair of tamping tines is releasably secured to the tool holder in the same transverse plane of the track in the particular inner zone of the two rails, i.e. between the rails. This construction takes particular account of the need for the ballast beneath the sleepers to be effectively tamped above all in the outer zone extending between the rail and the end of the sleeper, whereby the so-called "riding" of the sleepers on that region of the ballast bed situated between the rails is more effectively avoided.This construction of the sleeper bearing surfaces is as important along open sections of track as it is in the vicinity of track switches, crossings or the like and contributes towards increasing the maximum permitted speeds both along the open track itself and also in the vicinity of stations. In addition, greater stability of the track is obtained in the sections of track worked by the track tamping machine.
In another particularly advantageous embodiment of the invention, both the track tamping tools displaceable solely in the longitudinal direction of the track and also the additionally laterally pivotal tamping tools are designed to be arranged. astride a sleeper below which the ballast is to be tamped and are connected to a common, preferably centrally arranged vibration drive for the tamping tool unit through a feedadjustment drive pivotally connected to each of the fork-shaped or shaped tool holders.
This provides for uniform, high consolidation of the ballast at the sleeper eids over the entire section of track being worked on by means of the pairs of tamping tools which are displaceable solely in the longitudinal direction of the track and which penetrate like tongs into the ballast below the sleeper ends, and for the independent, individual tamping of the ballast below the sleepers in the zone situated within the rail by means of the laterally pivotal tamping tools which are also arranged in pairs and which are suitable for penetrating like tongs into the ballast below the sleeper and also for tamping the ballast on one side of the sleeper.
Embodiments of the invention are described by way of example in the following with reference to the accompanying drawings, wherein:
Figure 1 is a side elevation of a tamping tool unit of a track tamping machine accord- ing to the invention looking from the outside of the track,
Figure 2 is a front elevation of the tamping tool unit shown in Figure 1 looking m the longitudinal direction of the track, partly in section on the line II-II of Figure 1,
Figure 3 is a diagrammatic front elevation of another embodiment of a track tamping machine according to the invention
Figure 4 is a plan view of part of a track switch diagrammatically illustrating the penetration process with a tamping tool unit of the type shown in Figures 1 and 2,
Figure 5 is a diagrammatic front elevation of the tamping tool unit in the zone
V-V of the track switch shown in Figure 4,
Figure 6 is a diagrammatic front elevation of the tamping tool unit in the zone
VI-VI of the track switch shown in Figure 4,
Figure 7 is a diagrammatic front elevation of another example of embodiment of a tamping tool unit of a track tamping mach ine according to the invention.
The track tamping machine shown in Figures 1 and 2, which is designed to travel along the rails 1 of a track, comprises a machine frame 2, of which only part is shown and which, for receiving one or more tamping tool units 3, is formed in this zone by two elevated frame members 5 which extend in the longitudinal direction 4 of the machine and of which only one is shown in the drawing. Two downwardly directed brackets 6 facing towards the outside of the track are secured, for example by welding, to each frame member 5. A horizontal guide column 7 extends between and is rigidly connected to the brackets 6 which are situated opposite one another in the transverse direction of the track. At least one tamping tool unit 3 is mounted on these two guide columns 7 for displacement transversely of the longitudinal direction 4 of the machine by means of two guide sleeves 8.An upwardly projecting jib 9 is connected to the guide columns 8. One end of a hydraulic piston-and-cylinder unit 10 is pivotally connected to this jib 9, its other end being pivotally connected to the machine frame by means not shown in the drawing. A vertical guide column 11 is arranged between and connected to the two guide sleeves 8. The tool carrier 12 of the tamping tool unit 3 is arranged for vertical adjustment on the vertical guide column 11 by means of a sleeve 13. On the inside of the tool carrier 12 facing towards the middle of the machine, a total of four guide rollers 14 are mounted for rotation about parallel axes extending transversely of the longitudinal direction 4 of the machine. The guide rollers 14 run along opposite surfaces of a vertical guide rail 15 which is connected to the guide sleeves 8.The tool carrier 12 is vertically adjusted by means of a hydraulic piston-andcylinder unit 16 which is pivotally connected to a jib 17 of the tool carrier 12 at its lower end and to the jib 9 of the two guide sleeves 8 at its upper end.
The tool carrier 12 consists essentially of two spacer plates 19 which extend parallel to one another and to the vertical longitudinal plane 18 of the rail and on which two tool holders 20 arranged symmetrically relative to the vertical central plane 21 of the unit 3 are mounted to pivot about an axis 22 extending transversely of the longitudinal direction 4 of the machine.
Each tool holder 20 is in the form of a substantially fork-shaped pivotal lever with a pivot bearing 23, a forked drive arm 24 extending upwards therefrom and two side arms 25 and 26 extending below the pivot bearing 23 transversely of the longitudinal direction 4 of the machine to opposite sides of the vertical longitudinal plane 18 of the rails. Clamping tools which are solely displaceable longitudinally of the track and which are intended to penetrate into adjacent sleeper cribs 27, 28 outside the rail 1 are arranged on the outer side arms 25 of the two tool holders 20 and, together, form a pair 29 of tamping tools.
Additionally laterally pivotal tamping tools which are intended to penetrate into the sleeper cribs 27, 28 inside the rail 1 are arranged on the inner side arms 26 of the tool holders 20 and together form another pair 30 of tamping tools.
The tamping tools of the first pair 29 respectively consist of two tamping tines 31, 32 and 33, 34 which are arranged adjacent one another transversely of the machine, are releasably fixed directly to the outer side arm 25 of the tool holder 20 and carry a tamping plate 35 at their lower ends.
The other pair 30 of tamping tools is formed by two tamping tines 36 and 37 which are releasably secured to a holding
shoe 39 pivotal about an axis 38 extending longitudinally of the track on the inner side arm 26 of the respective tool holder 20 and, at their lower ends, comprise a tamping plate 40 which has a greater width or surface area than the tamping plates 35 of the tamping tines 31, 32, 33 and 34.
A hydraulic piston-and-cylinder unit 41 is pivotally connected to the holding shoe 39, its other end being pivotally connected to a jib 42 connected to the drive arm 24 of the tool holder 20. By means of the pistonand-cylinder unit 41, the holding shoe 49 with the tamping -tines 36 and 37 can be laterally pivoted transversely of the longitudinal direction of the track in addition to its displacement in that direction. Two different pivoted positions of the tamping tine 36 or 37 are shown in dash-dot lines in
Figure 2. The tamping tines 36 or 37 may of course be provided with a pivoting range of any size in both directions by designing the pivoting drive accordingly.
A hydraulic piston-and-cylinder unit 43 is pivotally connected as feed-adjustment drive to the drive arm 24 of each tool holder 20, its other end being mounted on an eccentric shaft 44 of a common vibration drive 45, for example in the form of a hydraulic motor, arranged centrally on the tool carrier 12.
Figures 1 and 2 show the pair 29 of tamping tools formed by tamping tools 31 to 34 which are only displaceable in the longitudinal direction of the track, and the pair 30 of tamping tools consisting of additionally laterally pivotal tamping tools 36, 37 in the position astride a sleeper 46 below which the ballast is to be tamped. The tamping tool unit 3 with its tool holders 20 is situated in a position symmetrical to the vertical longitudinal plane 18 of the track and is aligned longitudinally of the track with the centre of the sleeper 46 below which the ballast is to be tamped.When the tamping tool unit 3 is lowered by means of the piston-and-cylinder unit 16, the tamping tines 31 to 34 and. 36, 37 of the tamping tool pairs 29 and 30, respectively which are vibrated by the vibration drive 45 penetrate into the ballast bed in the sleeper cribs 27, 28 situated adjacent the sleeper 46 on the outside and inside of the rail 1. The feedadjustment drives 43 impart to the tamping tools of each tamping tool pair 29, 30 an in-feed movement directed towards the sleeper so that the ballast is pushed below the sleeper 46 from both sleeper cribs 27, 28 and is correspondingly consolidated.Since the pair of tamping tools 29 used on the outside of the track is formed by two adjacent tamping tines 31, 32 and 33, 34 with a relatively large useful surface of the two tamping plates 35, the ballast bed below the sleeper 46 is consolidated particularly effectively at the sleeper ends. The construction of the laterally pivotal tamping tool pair 30 used on the inside of the track with individual samping tines 36, 37, of which the tamping plates 40 have a smaller useful area than the two tamping plates 35 of the tamping tines 31, 32 and 33, 34 acting in the same sleeper cribs 28 and 27, takes into account the fact that the ballast situated below the sleeper 46 in the region between the two rails 1 has to be consolidated to a lesser extent to prevent so-called "riding" of the sleeper.
Figure 3 shows an embodiment of a track tamping machine 47 which has only been diagrammatically illustrated and which comprises two tamping tool units 48 and 49 each associated with one rail 1 of the track which are adjustable independently of one another along a horizontal guide 50 transversely of the longitudinal direction 4 af the machine, as indicated by the double arrow, by means of an adjustment drive 51. Each tamping tool unit 48, 49 is designed for separate vertical adjustment along a vertical guide 52.
In these tamping tool units, the tool holders 53 which are vibrated by a vibration drive (not shown) are shaped. On the support arm 54 of each of the two tool holders 53 which extends transversely of the track, a tamping tine 55 which is displaceable solely in the longitudinal direction of the track is arranged on the outside of the track, whilst an additionally laterally displaceable tamping tine 56 is arranged, with a corresponding pivoting drive (not shown) on the inside of the track.A track tamping machine 47 such as this with two symmetrically constructed and arranged tamping tool units 48 and 49 is suitable not only for normal, i.e. open, sections of track, but also and
above all for rapidly tamping almost the entire ballast bed situated in the vicinity of
both rails of switches, crossings and the like with individual use of the laterally pivotal
tamping tines 56 or pairs of tamping tines in the vicinity of hindering track components.
Figure 4 illustrates part of a track 57, showing only one of the continuous rails, i.e. the outer rail 58, of the main track and the branching, curved outer rail 59 of the branch track. When the ballast below the
sleepers 60 to 63 of the switch 57 is successively tamped by a tamping tool unit 64 which corresponds in its tamping tool arrangement and drives to the embodiment illustrated in Figures 1 and 2, but which is only diagrammatically illustrated in Figures 5 and 6, the following procedure is followed by the vibrated tamping tools 31 to 34 and 36, 37 arranged on the two tool holders 20.
Whereas the pair of tamping tools 29 formed by the tamping tines 31 to 34 which are displaceable solely in the longitudinal direction of the track remains in the same lateral position relative to the rail 58 when tamping the ballast below the ends of all the sleepers 60 to 63, the rail 59 situated in the working range of the laterally pivotal pair 30 of tamping tools necessitates lateral deflection of the tamping tools 36, 37 towards the middle of the track in order to be able to lower them into the ballast bed on the inside of the rail 59 when the tamping tool unit 64 is lowered. The same operation is repeated when the ballast below the sleeper 61 is tamped, except that in this case the two tamping tines 36, 37 are laterally de elected through different angles corresponding to the curvature of the rail 59.In the vicinity of the sleeper 62, the distance between the two rails 58 and 59 is already so great that the tamping tines 36, 37 can be lowered slightly angled towards the outside of the track into the ballast bed between the two rails 58 and 59. By pivoting the tamping tines 36, 37 inwards below the nails 58 and 59, the ballast below the sleeper 62 can also be effectively tamped in this Zone (cf. Figure 6). Tamping of the ballast below the sleeper 63 proceeds in the absence of any interference with the tamping tools, as in normal open-track application of the machine.
Figure 7 shows another embodiment of a tamping tool unit 65 according to the invention in which two tamping tines 67, 68 iand 69, 70 are arranged adjacent one another on each of the two side arms of the substantially shaped tool holder 66. Whereas the ,tamping tines 67, 68 are releasably secured directly to the side arm 71 and hence can only be displaced. in the longitudinal direction of the track, the tamping tines 69, 70 situated on the inside of the rail are arranged on a common holding shoe 73 which is mounted on the side arm 72 to. pivot about
an axis 74 running parallel to the longi
tudinal direction of the track and can be
laterally pivoted together with the tamping
tines 69, 70 by means of an adjusting drive
75.Two such shaped tool holders 66 are
connected through separate feed-adjustment
drives to a common vibration drive for the
unit 65 in a manner not shown in the draw
ing.
Numerous other embodiments of the tamp
ing tool unit differing from the embodiments
illustrated are possible within the scope of
the invention. The principle of differential
consolidation of the ballast bed on the left
and right of the rail to avoid "riding" of the
sleepers may be applied with advantage both
in the form of a different number and dis
tribution of the tamping tools than in the
embodiments illustrated by way of example and also, for the same number of tamping
tools, by correspondingly adapting the
widths or useful surfaces of the individual
tamping tools which are intended to pene
trate into the same sleeper crib on the left
and right of the rail and of which some are
only displaceable in the longitudinal direc
tion of the track whilst others can addition
ally be laterally pivoted.The free choice of
the most favourable number, configuration and useful surface ratios of the tamping
tools to be provided on the left and right
of the rail provides the designer with the
possibility of largely adapting the tooling
to meet the special requirements of the par ;ticular machine.
In our British Patent Specification No.
1,544,144 there is described and claimed a
rail-borne machine for tamping ballast be
neath the sleepers of a railway track and, more especially, for tamping ballast at
switches, crossings and the like, including at
least one tamping unit which is mounted on
the machine frame for vertical adjustment
by means of a hydraulic cylinder-and-piston
drive and which comprises tamping tools
mounted in pairs on a carrier for ballast
squeezing infeed adjustment relative to one
another and for penetration into the ballast
bed along the longitudinal sides of the sleep eros, and also vibration and feed adjustment
drives for these tamping tools, characterised
in that the tamping unit comprises two
forked tamping tools designed for arrange
ment astride the rail and pivotal relative to
one another in substantially the vertical plane
of the rail about transverse axes extending
parallel to the plane of the track and per
pendicularly of the longitudinal axis of the
machine, and in that each of the tamping
tool holders is a rigid unit which consists
of a central pivotal upright first arm mounted
on the carrier together with the vibration
and infeed adjustment drives and of two
side arms extending on both sides of the
lower end of the first arm transversely of the longitudinal axis of the machine, the side arms being provided with holding shoes for the tamping tines, each holding shoe being arranged to pivot a longitudinal axis running parallel to the longitudinal axis of the mach- ine to enable the tamping tines of each tamping tool adapted to penetrate into the ballast bed on both sides of the rail to be adjusted and swung out independenly of one another transversely of the track axis, the pivotal mounting of the said first arm enabling all the tines to be adjusted and swung together in the longitudinal direction of the track.
We make herein no claim to a machine as set forth in the preceding paragraph.
Subject to this disclaimer,
WHAT WE CLAIM IS:
1. A railway track tamping machine, comprising at least one tamping tool unit which is mounted on the machine frame to be raised and lowered by a vertical adjustment drive and in which tamping tools disposed in the same transverse plane and intended to penetrate into the same sleeper crib on both sides of a rail are arranged on a common tool holder which is pivotal longitudinally of the machine about an axis transverse to the track, and which is connected to feedadjustment and vibration drives, characterised in that at least one tamping tool or pair of tamping tools intended to pentrate into the ballast bed on one side of the rail is, in addition, designed to pivot laterally about an axis parallel to the longitudinal axis of the machine.
2. A machine as claimed in claim 1, characterised in that the tamping tool or pair of tamping tools displaceable solely in the longitudinal direction of the machine is arranged on one side arm of a substantially fork-shaped or shaped tool holder which is intended to be centrally arranged in the plane of symmetry of the rail and which is preferably displaceable transversely of the longitudinal axis of the machine by means of a drive, whilst the additionally lateral pivotal tamping tool or pair of tamping tools is arranged on the other side arm, of the
said tool holder which faces towards the middle of the track.
3. A machine as claimed in claim 2, characterised in that the additionally laterally pivotal tamping tool or pair of tamping tools is releasably fixed to a holding shoe arranged on the transverse axis of the tool holder
running parallel to the longitudinal axis of the machine, a hydraulic cylinder-andrpiston assembly being pivotally connected to the holding shoe for laterally pivoting the latter.
4. A machine as claimed in any of claims
1 to 3 equipped with two tamping tool units associated respectively with the two rails of the track and adjustable in particular transversely of the longitudinal axis of the track, characterised in that the two tamp
**WARNING** end of DESC field may overlap start of CLMS **.
Claims (7)
1. A railway track tamping machine, comprising at least one tamping tool unit which is mounted on the machine frame to be raised and lowered by a vertical adjustment drive and in which tamping tools disposed in the same transverse plane and intended to penetrate into the same sleeper crib on both sides of a rail are arranged on a common tool holder which is pivotal longitudinally of the machine about an axis transverse to the track, and which is connected to feedadjustment and vibration drives, characterised in that at least one tamping tool or pair of tamping tools intended to pentrate into the ballast bed on one side of the rail is, in addition, designed to pivot laterally about an axis parallel to the longitudinal axis of the machine.
2. A machine as claimed in claim 1, characterised in that the tamping tool or pair of tamping tools displaceable solely in the longitudinal direction of the machine is arranged on one side arm of a substantially fork-shaped or shaped tool holder which is intended to be centrally arranged in the plane of symmetry of the rail and which is preferably displaceable transversely of the longitudinal axis of the machine by means of a drive, whilst the additionally lateral pivotal tamping tool or pair of tamping tools is arranged on the other side arm, of the
said tool holder which faces towards the middle of the track.
3. A machine as claimed in claim 2, characterised in that the additionally laterally pivotal tamping tool or pair of tamping tools is releasably fixed to a holding shoe arranged on the transverse axis of the tool holder
running parallel to the longitudinal axis of the machine, a hydraulic cylinder-andrpiston assembly being pivotally connected to the holding shoe for laterally pivoting the latter.
4. A machine as claimed in any of claims
1 to 3 equipped with two tamping tool units associated respectively with the two rails of the track and adjustable in particular transversely of the longitudinal axis of the track, characterised in that the two tamp
ing tool units with additionally laterally pivotally two tamping tool or pairs of tamping tools facing the middle of the track are constructed and arranged symmetrically to one another.
5. A machine as claimed in any of claims 1 to 4, characterised in that two tamping tines are releasably secured to the tamping tool holder for penetration into the ballast bed in the particular outer zone of the two rails, whilst only one la'terally pivotal tamping tine or pair of tamping tines is releasably secured to the tool holder in the same transverse plane of the track in the particular inner zone of the two rails, i.e. between the rails.
6. A machine as claimed in any of claims
1 to 5, characterised in that both the track tamping tools displaceable solely in the longitudinal direction of the track and also the additionally laterally pivotal tamping tools are designed to be arranged astride a sleeper below which the ballast is to be tamped and are connected to a common, preferably centrally arranged vibration drive for the tamping tool unit through a feed-adjustment drive pivotally connected to each of the fork shaped or & shaped tool holders.
7. A railway track tamping machine substantially as herein described with reference to the accompanying drawings.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT925676A AT348571B (en) | 1976-12-14 | 1976-12-14 | TRACK TAMPING MACHINE, ESPECIALLY FOR PLUGGING TRACK SWITCHES |
Publications (1)
Publication Number | Publication Date |
---|---|
GB1571868A true GB1571868A (en) | 1980-07-23 |
Family
ID=3612566
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB3806677A Expired GB1571868A (en) | 1976-12-14 | 1977-09-13 | Track tamping machine more especially for tamping below track switches |
Country Status (10)
Country | Link |
---|---|
JP (1) | JPS5932601B2 (en) |
AT (1) | AT348571B (en) |
CH (1) | CH622302A5 (en) |
CS (1) | CS224604B2 (en) |
DE (1) | DE2737778A1 (en) |
ES (1) | ES465043A1 (en) |
FR (1) | FR2374470A1 (en) |
GB (1) | GB1571868A (en) |
PL (1) | PL116477B1 (en) |
SE (1) | SE434071B (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2147644A (en) * | 1983-10-05 | 1985-05-15 | Plasser Bahnbaumasch Franz | Travelling track tamping, levelling and lining machine |
CN118241526A (en) * | 2024-05-30 | 2024-06-25 | 中铁九局集团第一建设有限公司 | Tamping equipment for road subgrade construction |
Families Citing this family (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5530009A (en) * | 1978-08-18 | 1980-03-03 | Tokyo Shibaura Electric Co | Flexibleejoint branching device for normally electroconductive magnetically buoyeddup vehicle |
JPS5532855A (en) * | 1978-08-31 | 1980-03-07 | Tokyo Shibaura Electric Co | Crossing device for normally electroconductive magnetically buoyeddup vehicle |
JPS5532854A (en) * | 1978-08-31 | 1980-03-07 | Tokyo Shibaura Electric Co | Cross branching device with flexible branching track for normally electroconductive magnetically buoyeddup vehicle |
CH632027A5 (en) * | 1979-10-05 | 1982-09-15 | Sig Schweiz Industrieges | RAILER OF RAILWAYS. |
CH640027A5 (en) * | 1980-11-24 | 1983-12-15 | Sig Schweiz Industrieges | RAILWAY TRACK OF tamping. |
CH640901A5 (en) * | 1981-02-24 | 1984-01-31 | Sig Schweiz Industrieges | RAILWAY CONVEYOR. |
CH640286A5 (en) * | 1981-02-24 | 1983-12-30 | Sig Schweiz Industrieges | RAILWAY CONVEYOR. |
CH646220A5 (en) * | 1981-12-10 | 1984-11-15 | Sig Schweiz Industrieges | RAILER OF RAILWAYS. |
AT379178B (en) * | 1983-05-04 | 1985-11-25 | Plasser Bahnbaumasch Franz | STAMPING TOOL UNIT |
ATE36567T1 (en) * | 1985-03-25 | 1988-09-15 | Plasser Bahnbaumasch Franz | TRACK TAMPING MACHINE WITH LINE TAMPING UNIT. |
CH658482A5 (en) * | 1986-02-18 | 1986-11-14 | Kershaw Mfg | RAILWAY CONVEYOR. |
CH658689A5 (en) * | 1986-02-27 | 1986-11-28 | Kershaw Mfg | RAILWAY CONVEYOR. |
AT400337B (en) * | 1990-05-02 | 1995-12-27 | Plasser Bahnbaumasch Franz | TRACKING MACHINE WITH STAMPING UNITS ADJUSTABLE IN THE TRACK DIRECTION |
AT521008B1 (en) * | 2018-03-02 | 2020-02-15 | Hp3 Real Gmbh | Tamping unit for a track tamping machine |
AT527177A1 (en) * | 2023-05-09 | 2024-11-15 | Plasser & Theurer Export Von Bahnbaumaschinen Gmbh | Tamping machine, system and method for tamping a track |
-
1976
- 1976-12-14 AT AT925676A patent/AT348571B/en not_active IP Right Cessation
-
1977
- 1977-08-22 DE DE19772737778 patent/DE2737778A1/en not_active Ceased
- 1977-08-24 CH CH1037877A patent/CH622302A5/en not_active IP Right Cessation
- 1977-09-12 SE SE7710193A patent/SE434071B/en not_active IP Right Cessation
- 1977-09-13 GB GB3806677A patent/GB1571868A/en not_active Expired
- 1977-10-25 PL PL20173377A patent/PL116477B1/en unknown
- 1977-10-27 FR FR7732478A patent/FR2374470A1/en active Granted
- 1977-11-09 JP JP13452477A patent/JPS5932601B2/en not_active Expired
- 1977-12-09 CS CS825777A patent/CS224604B2/en unknown
- 1977-12-14 ES ES465043A patent/ES465043A1/en not_active Expired
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2147644A (en) * | 1983-10-05 | 1985-05-15 | Plasser Bahnbaumasch Franz | Travelling track tamping, levelling and lining machine |
CN118241526A (en) * | 2024-05-30 | 2024-06-25 | 中铁九局集团第一建设有限公司 | Tamping equipment for road subgrade construction |
Also Published As
Publication number | Publication date |
---|---|
SE434071B (en) | 1984-07-02 |
PL201733A1 (en) | 1978-06-19 |
CH622302A5 (en) | 1981-03-31 |
JPS5932601B2 (en) | 1984-08-09 |
FR2374470B1 (en) | 1983-01-28 |
FR2374470A1 (en) | 1978-07-13 |
ATA925676A (en) | 1978-07-15 |
ES465043A1 (en) | 1978-09-01 |
CS224604B2 (en) | 1984-01-16 |
PL116477B1 (en) | 1981-06-30 |
DE2737778A1 (en) | 1978-06-15 |
AT348571B (en) | 1979-02-26 |
JPS5375605A (en) | 1978-07-05 |
SE7710193L (en) | 1978-06-15 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PS | Patent sealed | ||
PCNP | Patent ceased through non-payment of renewal fee |
Effective date: 19960913 |