US3041982A - System for lifting a track section - Google Patents

System for lifting a track section Download PDF

Info

Publication number
US3041982A
US3041982A US731326A US73132658A US3041982A US 3041982 A US3041982 A US 3041982A US 731326 A US731326 A US 731326A US 73132658 A US73132658 A US 73132658A US 3041982 A US3041982 A US 3041982A
Authority
US
United States
Prior art keywords
track
rail
carriage
lifting
cylinder
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
US731326A
Inventor
Plasser Franz
Theurer Josef
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Application granted granted Critical
Publication of US3041982A publication Critical patent/US3041982A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/12Packing sleepers, with or without concurrent work on the track; Compacting track-carrying ballast
    • E01B27/13Packing sleepers, with or without concurrent work on the track
    • E01B27/16Sleeper-tamping machines
    • E01B27/17Sleeper-tamping machines combined with means for lifting, levelling or slewing the track
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00Devices for working the railway-superstructure
    • E01B2203/10Track-lifting or-lining devices or methods
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00Devices for working the railway-superstructure
    • E01B2203/12Tamping devices
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00Devices for working the railway-superstructure
    • E01B2203/12Tamping devices
    • E01B2203/127Tamping devices vibrating the track surface

Definitions

  • the present invention relates to a system for lifting a track section to a predetermined level and includes a rail lifting mechanism which moves on wheels on the track and a stationary instrument positioned at one end of this track section ahead of and spaced from the rail lifting mechanism, the stationary instrument having a sight adjustable to the desired level of the track.
  • any deviation of the sight line, which has been adjusted to the desired level of the track, from the actual track position at the location of the rail lifter may be observed at the carriage which supports the lifting mechanism.
  • the carriage is provided with optical, photoelectric, television or equivalent means responsive to the sight line, this means transmitting intelligence to an operator of or directly operating the rail lifting mechanism under constant control of this intelligence so that the track will be accurately raised to the desired level.
  • an emitter of radiant energy for instance a light source
  • the rail lifting mechanism is mounted on a carriage moving toward the other end of said track section.
  • the radiant energy beam is adjusted to be parallel to the desired position of the track section and is viewed from the carriage. This observation may be effected by a receiver mounted on the carriage.
  • the receiver may be a photoelectric cell, such as a selenium cell, which emits a signal or an impulse when the beam impinges thereupon, i.e. when the track has been lifted to the desired level.
  • the receiver may itself be mounted on an angularly adjustable stationary instrument positioned at the other end of the track section, with the carriage placed between the emitting and receiving instruments and having a stop or the like to influence or interrupt the emitted beam when the rail lifter has reached a predetermined height. In this manner, the receiver is caused to transmit a signal or an impulse to stop the lifting mechanism when the predetermined height is reached.
  • the instrument at one end of the track section to be lifted is a transit with a telescope focused on a marker on the track lifting mechanism.
  • a television camera is arranged to view the marker and the coordinated centering hairline of the telescope and to transmit this picture to a screen which may be observed by the operator of the lifting mechanism to stop it when the marker and the hairline register horizontally.
  • a visual control means for instance another television screen, may be provided on the tamper to enable the operator to view the tamped track section behind the tamper.
  • FIG. 1 is a schematic side view of one embodiment of the system showing the cooperation between the track lifting mechanism and an optical surveying instrument;
  • FIG. 2 illustrates the rail gripping and lifting mechanism and the transit in more detail
  • FIG. 3 is a section of FIG. 2 along line IIl-III;
  • FIG. 4 is a side view, partly in section, of another embodiment of the track lifting mechanism
  • FIG. 5 is a section of FIG. 4 along line V-V;
  • FIG. 6 is a side view of a track tamping machine with attached surveying carriage
  • FIG. 7 is a schematic section of the surveying carriage.
  • FIGS. 8 and 9 constitute side views of further embodiments of the invention, wherein the transmitter is an optical light source.
  • a carriage 1 of a track tamping machine of any suitable type is shown to have Wheels 1 to move on rails 7.
  • the rails are mounted on transverse ties 8 in the roadbed.
  • a rail gripping and lifting mechanism (more fully illustrated in FIGS. 2 and 3) is mounted at the front end of the carriage which overhangs the track section to be tamped.
  • the piston rod 17, which is vertically reciprocably mounted in cylinder 18 to effect the rail lifting movement, carries at its upper end a plate 2 with horizontal marker 2.
  • the surveying instrument or transit is positioned at the end of the track section to be lifted and tamped.
  • the transit is mounted on tripod 3 which universally supports a platform and bracket 9, the telescope 3 being pivoted in the bracket 9.
  • the telescope has a centering hairline and cooperates with an angular scale 10 to adjust the angular position of the telescope.
  • a television camera means 4 is arranged on the telescope to take the picture of the marker 2' and the telescope hairline as it is received by beam 3" and projected into the camera by suitable optical means, an inclined reflecting element in the path of beam 3" being shown.
  • the camera means is connected with a screen 5 by means of a coaxial cable 6 or equivalent transmission means, the screen being mounted on carriage 1.
  • the rail gripping device includes a vise consisting of a pair of clamping jaws '11 pivotally connected intermediate their ends at fulcrum 11'. In a manner known per se, the vise also has a rail contact element 11" to make certain that the marker 2' always has the identical distance from the upper edge of the rail.
  • the clamping jaws are operated hydraulically in a known manner. For this purpose, there is provided pressure fiuid cylinder 12 carrying piston 13 with piston rod 13, return spring 14 being mounted in one of the cylinder chambers while the other chamber is connected to pressure fluid supply conduit 15.
  • the rail gripping device is. the stationary one of clamping jaws 11, is connected to vertically reciprocable piston rod 17 of the rail lifting mechanism.
  • This mechanism comprises pressure fluid cylinder 16 wherein piston 17 and piston rod 17 glide.
  • One chamber of the cylinder holds compression spring '18 which is weakly biased downwardly to keep contact element 11" in permanent engagement with the upper edge of the rail.
  • Pressure fiuid supply line 19 leads into the other chamber of cylinder 16.
  • the pressure fluid supply to cylinders 12 and 16 is controlled by a valve consisting of cylindrical valve housing 20 and piston or slide 21 connected to piston rod 21.
  • a handle is movable about fulcrum 23 into positions I, II, and III, the handle being connected to the piston rod to enable the slide 21 to be moved in cylinder 2i) into corresponding control positions I, II, and III.
  • a pump 25 feeds pressure fluid from fluid supply 2-6 through line 24 into the valve housing, a pressure relief valve 27 s arpen a? being connected to return line 28 so as to limit the maximum pressure in the cylinders of the rail gripping and lifting mechanism.
  • the machine operates as follows:
  • the operator now looks at television screen where he watches the relative positions of marker 2' and the centering hairline of the telescope, as the picture comes from camera 4. As soon as the marker and the hairline register horizontally, he throws the handle 22 back into position It. This promptly stops further lifting of the rail but maintains the same in the lifted position since the pressure in cylinder :16 remains unchanged for the time being. Tamping of the ballast beneath the tie is now effected to fix the rail in the position to which it was lifted. It is suificient to fix the vertical position of one of the rails of the track in the indicated manner since the position of the other rail can readily be fixed in the usual manner by means of a level.
  • the vise can be promptly detached from the rail by throwing handle 22. into position I, causing pressure fluid to flow out of cylinders 12 and 16 instantly and to return to the iluid supply by return line 225.
  • the tamping machine is now ready to be driven forward to the next tie to be tamped. During this forward movement of the carriage, the contact element 11" will glide over the rail 7. Therefore, it is preferred to use friction-reducing means such as rollers, balls and the like.
  • the rail gripping device When the tamper is not in use but merely driven over the tracks to a location where road maintenance work is to be effected, the rail gripping device is moved upwardly out of engagement with the rail. This is done by closing check valve so that no fluid can be supplied to cylinder 12 and the vise remains open. While the vise is in this position, handle 22 is moved into position III to lift the vise oif the rail. It may be maintained in the upper position by any known mechanical means (not shown).
  • the rail gripping and lifting mechanism is not mounted at the front end of tarnping machine carriage 1 but on a separate carriage 3% moving on trucks 3%.
  • Carriage 30 is attached to the front end of carriage 1 by means of a longitudinally adjustable coupling.
  • the coupling comprises a cylinder 31 linked at one end to pivot 29 while the pivot 29 is connected to carriage '50 and linked to piston rod 32', the piston rod carrying piston 32 slidably mounted in cylinder 31.
  • pressure fluid may be supplied to one cylinder chamber to move the piston into any desired position whereby the distance of carriage 30 from carriage 1 may be adjusted according to the tie spacing.
  • the rail gripping and lifting mechanism mounted on carriage 30 must be supportable on the ballast bed 8.
  • the lift cylinder 16 is vertically slidably mounted in brackets 3 and has attached thereto a pair of jacking or support members 33 extending downwardly at each side of rail 7 to contact the road bed.
  • the piston 17 is urged downwardly by spring 18 while a coil spring 34 is mounted between the brackets 30" and a shoulder 35 at the upper end of the lift cylinder, spring 34 being biased to urge the cylinder upwardly so that the jacking members attached to the cylinder will not interfere with the forward movement of the machine when the lifting device is in its rest position.
  • the vertical play of the lift cylinder is limited by its end shoulders 35 and 35.
  • the plate 2 with marker 2' is mounted at the front end of carriage 30 whereby the vertical position of the lifting device may be sighted in the same manner as in the aforedescribed embodiment.
  • the rail gripping and lifting mechanism also operates essentially in the same manner.
  • pressure fluid is fed through conduit 19 into cylinder 16
  • the cylinder is first moved downwardly since the piston rod 17 is fixedly held in View of the vise 11 being clamped to the rail.
  • the resistance of the bed will force the entire carriage with the rail clamped to vise 11 to be jacked up upon further supply of fluid to cylinder 16.
  • This causes the marker 2' to move in relation to the centering hairline of the telescope 3 in the same manner as explained in connection with PEG. 13, tamping being controlled by the operator who views the television screen 5 to determine the proper level of the rail.
  • FIG. 6 illustrates a conventional track tamping machine having a trailer 36 coupled to its carriage 1, the coupling being shown at 36.
  • the trailer carries a bubble level 37 with a scale 37.
  • the scale is viewed by a television camera 38 connected to screen 5' by a suitable electrical picture transmission means, i.e. a coaxial cable 6.
  • the television screen 5 is mounted on carriage 1 within view of the machine operator so that he may constantly observe the position of the tamped track.
  • the track gripping and lifting mechanism of FIG. 4 is shown to cooperate with a light source mounted on tripod 3' and adjustable to project a beam 3" toward the lifting device.
  • the light source may be, for instance, a stroboscopic spotlight 40 which emits a sharply defined pencil of rays 3".
  • the structure of the rail gripping and lifting device has been described in conjunction with FIG. 4 and is identical therewith.
  • the carriage 30 carries a receiver for light pencil 3", which is a selenium cell 39 in the illustrated embodiment.
  • Any suitable optical or acoustic signaling device 42 may be connected to the receiver 39 to indicate to the operator when the light pencil 3 impinges upon the receiver, such means being well known per se and being accordingly only diagrammatically indicated.
  • the execited selenium cell may trip an electrical circuit for automatically actuating the rail gripping and lifting device in a manner known per se. In this case, no signaling device for alerting the operator is needed.
  • FIG. 9 A modification of the embodiment of FIG. 8 is shown in FlG. 9.
  • the emitting light source is also stationed at the end of the track section to be tamped, as shown at 40, but the receiving selenium cell 39 is mounted on a separate housing 42' which is supported by a tripod 3 at the other end of this track section.
  • the carriage 30 with its rail gripping and lifting mechanism runs on this track section between emitter 40 and receiver 39.
  • the carriage supports a fixed stop 2" which interrupts the light pencil 3" when the rail lifting mechanism raises the track and carriage 30, as hereinbefore described.
  • the impulse in the selenium cell 39 caused by the interruption of the impinging light beam is transmitted by an electrical transmission means, such as electric cable 6", to signaling device 41 mounted on carriage 30.
  • the impulse from the selenium cell may be used directly to deactivate the rail lifter as soon as the rail is raised to the desired level, i.e. when stop 2" interrupts the light beam from emitter 40.
  • the cable 6" may also be omitted if a signaling device 41 is mounted directly on housing 42 and emits a signal which can be received at the location of the lifting mechanism.
  • FIGS. 8 and 9 operate along similar lines.
  • a railway track shows high points at changing distances from each other, where the track has not been or has only been a little depressed from its original and correct level. These points require no position adjustment, i.e. the ties at such high points of the track require no tamping.
  • track sections bet-ween these high points have been more or less depressed and must be lifted to their original level.
  • Such track sections of reasonable length are delineated by positioning a radiant emitter at one of the high points of the track, as the track tamper approaches each section in continuous operation.
  • the emitted light or other radiant beam 3" is adjusted to be exactly parallel to the desired position of the track.
  • This sight beam can be adjusted either absolutely on the basis of requisite measurements or by means of existing fixed survey points or relatively in respect of a high point at the other end of the track section to be lifted, for instance selenium cell 39.
  • the carriage 30 is moved from tie to tie.
  • the beam 3 is controlled from the carriage by stop 2 and when the beanr is interrupted, the selenium cell 39 will transmit a signal to the operator or will directly operate the rail lifter to stop its movement so that the rail will remain in the desired position.
  • the system constitutes a continuous and automatic control of the track positioning without manual aid, assuring accurate levelling of the track without the need of time-consuming after-measurements and corrective work.
  • the radiant energy emitted and received may be of any suitable type making control from the position of the lifting mechanism possible and assuring sufficient accuracy.
  • electromagnetic radiation in addition to light or electron waves, there may be used electromagnetic radiation of other types, such as infrared or ultraviolet waves, supersonic waves, etc.
  • a system for successively aligning an elongated, substantially horizontal track comprising a first aligned elongated section of said track; a second elongated section of said track longitudinally spaced from said first section and to be aligned therewith; first and second supports respectively arranged on said track sections, said first support being movable on said first track section and having first and second portions spaced along said track sections, the first portion being vertically above said second track section and the second portion resting on said aligned track section direction; track lifting means on the first one of said portions nearer said second support and operable for lifting a longitudinally coordinated element of said second track section; track tamping means on the first one of said portions further remote from said second support for securing said track element in a lifted position when said first support moves towards said second support; marker means on said first support at a fixed vertical distance from said track element; optical means on said second support for establishing a fixed line of sight from said second support toward said marker means, said marker means being aligned with said line of sight when said track

Description

July 3, 1962 F. PLASSER ETA]. 3,041,982
SYSTEM FOR LIFTING A TRACK SECTION Filed April 28, 1958 4 Sheets-Sheet 1 INVENTOR. fi z 7a flame; 5754/- y 1962 F. PLASSER ET AL 3,041,982
SYSTEM FOR LIFTING A TRACK SECTION Filed April 28, 1958 4 Sheets-Sheet 2 h n 2 :1: k\ l o lr\ N 0 $9 I 98 k I N a Q g [n R1 N R r\ INVENTOR. fix/m /zzwep 12 41.
July 3, 1962 F. PLASSER ETAL 3,041,932
SYSTEM FOR LIFTING A TRACK SECTION Filed April 28, 1958 4 Sheets-Sheet 3 INVENT OR.
July 3,- 1962 F. PLASSER ET AL 3,041,982
SYSTEM FOR LIFTING A TRACK SECTION Filed April 28, 1958 4 Sheets-Sheet 4 fl )Qamsd eX a1.
United States Patent 3,tl41,982 SYSTEM FOR LIFTING A TRACK SECTEON Franz Plasser and Josef Theurer, both of Johannesgasse 3, Vienna 1, Austria Filed Apr. 28, E58, Ser. No. 731,326 Claims priority, application Austria May 3, 1957 2 Claims. (Cl. 104-4) The present invention relates to a system for lifting a track section to a predetermined level and includes a rail lifting mechanism which moves on wheels on the track and a stationary instrument positioned at one end of this track section ahead of and spaced from the rail lifting mechanism, the stationary instrument having a sight adjustable to the desired level of the track.
It is the object of this invention to improve and simplify such a track lifting system. In accordance with the invention, any deviation of the sight line, which has been adjusted to the desired level of the track, from the actual track position at the location of the rail lifter may be observed at the carriage which supports the lifting mechanism. For this purpose, the carriage is provided with optical, photoelectric, television or equivalent means responsive to the sight line, this means transmitting intelligence to an operator of or directly operating the rail lifting mechanism under constant control of this intelligence so that the track will be accurately raised to the desired level.
In accordance with one embodiment of the invention, an emitter of radiant energy, for instance a light source, may be positioned at one end of the track section to be lifted. The rail lifting mechanism is mounted on a carriage moving toward the other end of said track section. The radiant energy beam is adjusted to be parallel to the desired position of the track section and is viewed from the carriage. This observation may be effected by a receiver mounted on the carriage. The receiver may be a photoelectric cell, such as a selenium cell, which emits a signal or an impulse when the beam impinges thereupon, i.e. when the track has been lifted to the desired level. Alternatively, the receiver may itself be mounted on an angularly adjustable stationary instrument positioned at the other end of the track section, with the carriage placed between the emitting and receiving instruments and having a stop or the like to influence or interrupt the emitted beam when the rail lifter has reached a predetermined height. In this manner, the receiver is caused to transmit a signal or an impulse to stop the lifting mechanism when the predetermined height is reached.
According to another embodiment of the invention, the instrument at one end of the track section to be lifted is a transit with a telescope focused on a marker on the track lifting mechanism. A television camera is arranged to view the marker and the coordinated centering hairline of the telescope and to transmit this picture to a screen which may be observed by the operator of the lifting mechanism to stop it when the marker and the hairline register horizontally.
If the track lifting mechanism is combined with a track tamper, a visual control means, for instance another television screen, may be provided on the tamper to enable the operator to view the tamped track section behind the tamper.
The above and other objects, features and advantages of the present invention will be more fully explained in connection with some preferred embodiments described in detail in conjunction with the accompanying drawing wherein- FIG. 1 is a schematic side view of one embodiment of the system showing the cooperation between the track lifting mechanism and an optical surveying instrument;
FIG. 2 illustrates the rail gripping and lifting mechanism and the transit in more detail;
FIG. 3 is a section of FIG. 2 along line IIl-III;
FIG. 4 is a side view, partly in section, of another embodiment of the track lifting mechanism;
FIG. 5 is a section of FIG. 4 along line V-V;
FIG. 6 is a side view of a track tamping machine with attached surveying carriage;
FIG. 7 is a schematic section of the surveying carriage; and
FIGS. 8 and 9 constitute side views of further embodiments of the invention, wherein the transmitter is an optical light source.
Like reference numerals refer to like parts in all illustrated embodiments.
Referring now to FIG. 1, a carriage 1 of a track tamping machine of any suitable type is shown to have Wheels 1 to move on rails 7. The rails are mounted on transverse ties 8 in the roadbed. A rail gripping and lifting mechanism (more fully illustrated in FIGS. 2 and 3) is mounted at the front end of the carriage which overhangs the track section to be tamped. The piston rod 17, which is vertically reciprocably mounted in cylinder 18 to effect the rail lifting movement, carries at its upper end a plate 2 with horizontal marker 2. The surveying instrument or transit is positioned at the end of the track section to be lifted and tamped.
As shown in FIG. 2., the transit is mounted on tripod 3 which universally supports a platform and bracket 9, the telescope 3 being pivoted in the bracket 9. The telescope has a centering hairline and cooperates with an angular scale 10 to adjust the angular position of the telescope. A television camera means 4 is arranged on the telescope to take the picture of the marker 2' and the telescope hairline as it is received by beam 3" and projected into the camera by suitable optical means, an inclined reflecting element in the path of beam 3" being shown. The camera means is connected with a screen 5 by means of a coaxial cable 6 or equivalent transmission means, the screen being mounted on carriage 1.
The rail gripping device includes a vise consisting of a pair of clamping jaws '11 pivotally connected intermediate their ends at fulcrum 11'. In a manner known per se, the vise also has a rail contact element 11" to make certain that the marker 2' always has the identical distance from the upper edge of the rail. The clamping jaws are operated hydraulically in a known manner. For this purpose, there is provided pressure fiuid cylinder 12 carrying piston 13 with piston rod 13, return spring 14 being mounted in one of the cylinder chambers while the other chamber is connected to pressure fluid supply conduit 15.
The rail gripping device, is. the stationary one of clamping jaws 11, is connected to vertically reciprocable piston rod 17 of the rail lifting mechanism. This mechanism comprises pressure fluid cylinder 16 wherein piston 17 and piston rod 17 glide. One chamber of the cylinder holds compression spring '18 which is weakly biased downwardly to keep contact element 11" in permanent engagement with the upper edge of the rail. Pressure fiuid supply line 19 leads into the other chamber of cylinder 16.
The pressure fluid supply to cylinders 12 and 16 is controlled by a valve consisting of cylindrical valve housing 20 and piston or slide 21 connected to piston rod 21. A handle is movable about fulcrum 23 into positions I, II, and III, the handle being connected to the piston rod to enable the slide 21 to be moved in cylinder 2i) into corresponding control positions I, II, and III. A pump 25 feeds pressure fluid from fluid supply 2-6 through line 24 into the valve housing, a pressure relief valve 27 s arpen a? being connected to return line 28 so as to limit the maximum pressure in the cylinders of the rail gripping and lifting mechanism.
The machine operates as follows:
The operator moves the carriage 1 into position so that the tarnping tools are vertically aligned above the tie to be tamped, in a manner well known per se. Before starting the tamping of the ballast, he moves handle 22 from its rest position I into operating position II. In position I (illustrated in broken lines in FIG. 2), pump 25 merely returns fiuid through valve 27 and return conduit 28 into the fluid storage tank 26. Since valve 15' in conduit 15 is open, fluid will be supplied through line 15 to cylinder 12 when position II (full lines) is assumed. The fluid pressure will move piston 13 to the right (as viewed in FIG. 3) thus forcing the pivoted clamping jaw which is fixedly connected to the piston rod .13 to grip the rail 7 between it and its cooperating fixed jaw, the entire vise being downwardly pressed into engagement with the rail by spring 18. Now handle 22 is thrown into position III. In the latter position, fluid will also be supplied to cylinder 16 through conduit 19 whereby rail 7 will be lifted against the pressure of spring 18.
The operator now looks at television screen where he watches the relative positions of marker 2' and the centering hairline of the telescope, as the picture comes from camera 4. As soon as the marker and the hairline register horizontally, he throws the handle 22 back into position It. This promptly stops further lifting of the rail but maintains the same in the lifted position since the pressure in cylinder :16 remains unchanged for the time being. Tamping of the ballast beneath the tie is now effected to fix the rail in the position to which it was lifted. It is suificient to fix the vertical position of one of the rails of the track in the indicated manner since the position of the other rail can readily be fixed in the usual manner by means of a level. While tamping proceeds and after it is completed, the operator can constantly observe the correct position of the track by watching the screen which projects the relative position of marker 2' and the centering hairline of the transit telescope 3. Any necessary corrections can be affected immediately by further lifting of the rails and additional tamping.
After tamping is completed, the vise can be promptly detached from the rail by throwing handle 22. into position I, causing pressure fluid to flow out of cylinders 12 and 16 instantly and to return to the iluid supply by return line 225. The tamping machine is now ready to be driven forward to the next tie to be tamped. During this forward movement of the carriage, the contact element 11" will glide over the rail 7. Therefore, it is preferred to use friction-reducing means such as rollers, balls and the like.
When the tamper is not in use but merely driven over the tracks to a location where road maintenance work is to be effected, the rail gripping device is moved upwardly out of engagement with the rail. This is done by closing check valve so that no fluid can be supplied to cylinder 12 and the vise remains open. While the vise is in this position, handle 22 is moved into position III to lift the vise oif the rail. It may be maintained in the upper position by any known mechanical means (not shown).
In the system of FIGS. 4 and 5, the rail gripping and lifting mechanism is not mounted at the front end of tarnping machine carriage 1 but on a separate carriage 3% moving on trucks 3%. Carriage 30 is attached to the front end of carriage 1 by means of a longitudinally adjustable coupling. The coupling comprises a cylinder 31 linked at one end to pivot 29 while the pivot 29 is connected to carriage '50 and linked to piston rod 32', the piston rod carrying piston 32 slidably mounted in cylinder 31. As shown, pressure fluid may be supplied to one cylinder chamber to move the piston into any desired position whereby the distance of carriage 30 from carriage 1 may be adjusted according to the tie spacing.
To be operative, the rail gripping and lifting mechanism mounted on carriage 30 must be supportable on the ballast bed 8. For this purpose, the lift cylinder 16 is vertically slidably mounted in brackets 3 and has attached thereto a pair of jacking or support members 33 extending downwardly at each side of rail 7 to contact the road bed.
As in the embodiment of FIG. 2, the piston 17 is urged downwardly by spring 18 while a coil spring 34 is mounted between the brackets 30" and a shoulder 35 at the upper end of the lift cylinder, spring 34 being biased to urge the cylinder upwardly so that the jacking members attached to the cylinder will not interfere with the forward movement of the machine when the lifting device is in its rest position. The vertical play of the lift cylinder is limited by its end shoulders 35 and 35.
As shown in FIG. 4, the plate 2 with marker 2' is mounted at the front end of carriage 30 whereby the vertical position of the lifting device may be sighted in the same manner as in the aforedescribed embodiment.
The rail gripping and lifting mechanism also operates essentially in the same manner. When pressure fluid is fed through conduit 19 into cylinder 16, the cylinder is first moved downwardly since the piston rod 17 is fixedly held in View of the vise 11 being clamped to the rail. As soon as the downward movement of the lift cylinder brings the jacking members 33 into contact with the road bed, the resistance of the bed will force the entire carriage with the rail clamped to vise 11 to be jacked up upon further supply of fluid to cylinder 16. This causes the marker 2' to move in relation to the centering hairline of the telescope 3 in the same manner as explained in connection with PEG. 13, tamping being controlled by the operator who views the television screen 5 to determine the proper level of the rail.
FIG. 6 illustrates a conventional track tamping machine having a trailer 36 coupled to its carriage 1, the coupling being shown at 36. The trailer carries a bubble level 37 with a scale 37. The scale is viewed by a television camera 38 connected to screen 5' by a suitable electrical picture transmission means, i.e. a coaxial cable 6. The television screen 5 is mounted on carriage 1 within view of the machine operator so that he may constantly observe the position of the tamped track.
In the embodiment of FIG. 8, the track gripping and lifting mechanism of FIG. 4 is shown to cooperate with a light source mounted on tripod 3' and adjustable to project a beam 3" toward the lifting device. The light source may be, for instance, a stroboscopic spotlight 40 which emits a sharply defined pencil of rays 3". The structure of the rail gripping and lifting device has been described in conjunction with FIG. 4 and is identical therewith. Instead of marker 2', the carriage 30 carries a receiver for light pencil 3", which is a selenium cell 39 in the illustrated embodiment. Any suitable optical or acoustic signaling device 42 may be connected to the receiver 39 to indicate to the operator when the light pencil 3 impinges upon the receiver, such means being well known per se and being accordingly only diagrammatically indicated. Alternatively, the execited selenium cell may trip an electrical circuit for automatically actuating the rail gripping and lifting device in a manner known per se. In this case, no signaling device for alerting the operator is needed.
A modification of the embodiment of FIG. 8 is shown in FlG. 9. In this case, the emitting light source is also stationed at the end of the track section to be tamped, as shown at 40, but the receiving selenium cell 39 is mounted on a separate housing 42' which is supported by a tripod 3 at the other end of this track section. The carriage 30 with its rail gripping and lifting mechanism runs on this track section between emitter 40 and receiver 39. The carriage supports a fixed stop 2" which interrupts the light pencil 3" when the rail lifting mechanism raises the track and carriage 30, as hereinbefore described. The impulse in the selenium cell 39 caused by the interruption of the impinging light beam is transmitted by an electrical transmission means, such as electric cable 6", to signaling device 41 mounted on carriage 30. Alternatively, the impulse from the selenium cell may be used directly to deactivate the rail lifter as soon as the rail is raised to the desired level, i.e. when stop 2" interrupts the light beam from emitter 40. Furthermore, the cable 6" may also be omitted if a signaling device 41 is mounted directly on housing 42 and emits a signal which can be received at the location of the lifting mechanism.
Essentially, the embodiments of FIGS. 8 and 9 operate along similar lines. After prolonged use, a railway track shows high points at changing distances from each other, where the track has not been or has only been a little depressed from its original and correct level. These points require no position adjustment, i.e. the ties at such high points of the track require no tamping. On the other hand, track sections bet-ween these high points have been more or less depressed and must be lifted to their original level.
Such track sections of reasonable length are delineated by positioning a radiant emitter at one of the high points of the track, as the track tamper approaches each section in continuous operation. The emitted light or other radiant beam 3" is adjusted to be exactly parallel to the desired position of the track. This sight beam can be adjusted either absolutely on the basis of requisite measurements or by means of existing fixed survey points or relatively in respect of a high point at the other end of the track section to be lifted, for instance selenium cell 39.
After the beam is angularly adjusted to the desired position which corresponds to the desired level of the track, the carriage 30 is moved from tie to tie. The beam 3 is controlled from the carriage by stop 2 and when the beanr is interrupted, the selenium cell 39 will transmit a signal to the operator or will directly operate the rail lifter to stop its movement so that the rail will remain in the desired position.
It is one of the outstanding advantages of the invention that the system constitutes a continuous and automatic control of the track positioning without manual aid, assuring accurate levelling of the track without the need of time-consuming after-measurements and corrective work.
The use of light sources is particularly economical and also assures very accurate measurements when presentday stroboscope flashes are utilized for this purpose.
It will be readily understood that the radiant energy emitted and received may be of any suitable type making control from the position of the lifting mechanism possible and assuring sufficient accuracy. Thus, in addition to light or electron waves, there may be used electromagnetic radiation of other types, such as infrared or ultraviolet waves, supersonic waves, etc.
What we claim is:
1. A system for successively aligning an elongated, substantially horizontal track, comprising a first aligned elongated section of said track; a second elongated section of said track longitudinally spaced from said first section and to be aligned therewith; first and second supports respectively arranged on said track sections, said first support being movable on said first track section and having first and second portions spaced along said track sections, the first portion being vertically above said second track section and the second portion resting on said aligned track section direction; track lifting means on the first one of said portions nearer said second support and operable for lifting a longitudinally coordinated element of said second track section; track tamping means on the first one of said portions further remote from said second support for securing said track element in a lifted position when said first support moves towards said second support; marker means on said first support at a fixed vertical distance from said track element; optical means on said second support for establishing a fixed line of sight from said second support toward said marker means, said marker means being aligned with said line of sight when said track element is lifted; indicating means on said second portion of the first support operatively connected to said optical means for indicating alignment of said marker means with said line of sight; and control means on said first support for controlling operation of said track lifting means.
2. A system as set forth in claim 1, wherein said line of sight extends in a substantially, horizontal direction parallel to the direction of elongation of said track.
References Cited in the tile of this patent UNITED STATES PATENTS 1,199,059 Doty Sept. 26, 1916 2,056,216 Somers Oct. 6, 1936 2,359,032 Gott Sept. 26, 1944 2,602,524 Shirley 2-2-- July 8, 1952 2,734,463 Hursh et al. Feb. 14, 1956 2,753,502 Kylin July 3, 1956 FOREIGN PATENTS 218,106 Australia May 2, 1957 753,519 Great Britain July 25, 1956 UNITED STATES PATENT OFFICE "CERTIFICATE. OF CORRECTION Patent No. 3,041,982 July 3, 1962 Franz Plasser et a1.
It is hereby certified that error appears in the abov ent requiring correction and that the said Letters Patent corrected below.
a numbered petshould read as Column 6, line 18, strike out "direction";
line 37, after "substantially? strike out the comma.
Signed and sealed this 27th day of November 1962 (SEAL) Attest: ESTON G. JOHNSON a; m. \Mkhb'? Atteating Officer DAVID L. LADD Commissioner of Patents
US731326A 1957-05-03 1958-04-28 System for lifting a track section Expired - Lifetime US3041982A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
AT3041982X 1957-05-03

Publications (1)

Publication Number Publication Date
US3041982A true US3041982A (en) 1962-07-03

Family

ID=3690656

Family Applications (1)

Application Number Title Priority Date Filing Date
US731326A Expired - Lifetime US3041982A (en) 1957-05-03 1958-04-28 System for lifting a track section

Country Status (1)

Country Link
US (1) US3041982A (en)

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3141418A (en) * 1960-01-04 1964-07-21 Pullman Inc Method and apparatus for determining track and road surfaces and the like
US3141419A (en) * 1960-09-26 1964-07-21 Pullman Inc Surfacing apparatus
US3144834A (en) * 1961-06-30 1964-08-18 Stewart John Kenneth Means for determining roadbed level and super elevation
US3192870A (en) * 1960-03-07 1965-07-06 Plasser Franz Track aligning arrangement
US3211109A (en) * 1960-02-16 1965-10-12 Plasser Franz Track aligning arrangement
US3212451A (en) * 1962-03-02 1965-10-19 Railway Maintenance Corp Surface sensing device
US3270690A (en) * 1962-06-04 1966-09-06 Jackson Vibrators Railway track grading apparatus
US3409377A (en) * 1964-11-17 1968-11-05 Vernon L. Rogallo Apparatus and methods for measuring energy of light beams and ion beams
US3482527A (en) * 1967-03-03 1969-12-09 Heinrich Helgemeir System and method of straightening a railway track
US3562419A (en) * 1967-12-21 1971-02-09 Canada Iron Foundries Ltd Inspection method and apparatus for track alignment
US5331745A (en) * 1991-09-26 1994-07-26 J. Muller Ag Process and apparatus for surveying a railway track for any deviation from a track survey plan
US6154973A (en) * 1998-03-27 2000-12-05 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Method for correcting the track geometry of a track
US6804621B1 (en) * 2003-04-10 2004-10-12 Tata Consultancy Services (Division Of Tata Sons, Ltd) Methods for aligning measured data taken from specific rail track sections of a railroad with the correct geographic location of the sections
US20090301340A1 (en) * 2008-06-10 2009-12-10 Tecsa Empresa Constructora, S.A. Machine for Unloading and Positioning Rails on Crossties in Railway Tracks

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1199059A (en) * 1915-04-30 1916-09-26 Charles E Doty Instrument for use in raising and lining railroad-tracks.
US2056216A (en) * 1934-11-21 1936-10-06 Richard H Somers System of and apparatus for observation and for range and position finding
US2359032A (en) * 1939-04-26 1944-09-26 Edgar N Gott Remote visual control system
US2602524A (en) * 1950-05-23 1952-07-08 Joshua E Shirley Remote-control system for cars moving in a defined path of travel
US2734463A (en) * 1956-02-14 Railway track ballast tamping apparatus
US2753502A (en) * 1952-12-02 1956-07-03 Bardons And Oliver Inc Electric motor control for spindle positioner
GB753519A (en) * 1952-11-25 1956-07-25 Jacques Drouard Method of and apparatus for raising and levelling railway-tracks

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2734463A (en) * 1956-02-14 Railway track ballast tamping apparatus
US1199059A (en) * 1915-04-30 1916-09-26 Charles E Doty Instrument for use in raising and lining railroad-tracks.
US2056216A (en) * 1934-11-21 1936-10-06 Richard H Somers System of and apparatus for observation and for range and position finding
US2359032A (en) * 1939-04-26 1944-09-26 Edgar N Gott Remote visual control system
US2602524A (en) * 1950-05-23 1952-07-08 Joshua E Shirley Remote-control system for cars moving in a defined path of travel
GB753519A (en) * 1952-11-25 1956-07-25 Jacques Drouard Method of and apparatus for raising and levelling railway-tracks
US2753502A (en) * 1952-12-02 1956-07-03 Bardons And Oliver Inc Electric motor control for spindle positioner

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3141418A (en) * 1960-01-04 1964-07-21 Pullman Inc Method and apparatus for determining track and road surfaces and the like
US3211109A (en) * 1960-02-16 1965-10-12 Plasser Franz Track aligning arrangement
US3192870A (en) * 1960-03-07 1965-07-06 Plasser Franz Track aligning arrangement
US3141419A (en) * 1960-09-26 1964-07-21 Pullman Inc Surfacing apparatus
US3144834A (en) * 1961-06-30 1964-08-18 Stewart John Kenneth Means for determining roadbed level and super elevation
US3212451A (en) * 1962-03-02 1965-10-19 Railway Maintenance Corp Surface sensing device
US3270690A (en) * 1962-06-04 1966-09-06 Jackson Vibrators Railway track grading apparatus
US3409377A (en) * 1964-11-17 1968-11-05 Vernon L. Rogallo Apparatus and methods for measuring energy of light beams and ion beams
US3482527A (en) * 1967-03-03 1969-12-09 Heinrich Helgemeir System and method of straightening a railway track
US3562419A (en) * 1967-12-21 1971-02-09 Canada Iron Foundries Ltd Inspection method and apparatus for track alignment
US5331745A (en) * 1991-09-26 1994-07-26 J. Muller Ag Process and apparatus for surveying a railway track for any deviation from a track survey plan
US6154973A (en) * 1998-03-27 2000-12-05 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Method for correcting the track geometry of a track
US6804621B1 (en) * 2003-04-10 2004-10-12 Tata Consultancy Services (Division Of Tata Sons, Ltd) Methods for aligning measured data taken from specific rail track sections of a railroad with the correct geographic location of the sections
US20040204882A1 (en) * 2003-04-10 2004-10-14 Pedanekar Niranjan Ramesh Methods for aligning measured data taken from specific rail track sections of a railroad with the correct geographic location of the sections
US20090301340A1 (en) * 2008-06-10 2009-12-10 Tecsa Empresa Constructora, S.A. Machine for Unloading and Positioning Rails on Crossties in Railway Tracks
US8006624B2 (en) * 2008-06-10 2011-08-30 Tecsa Empresa Constructora, S.A. Machine for unloading and positioning rails on crossties in railway tracks

Similar Documents

Publication Publication Date Title
US3041982A (en) System for lifting a track section
US3750299A (en) Track apparatus with laser beam reference
US3706284A (en) Track working apparatus with laser beam reference
US5301548A (en) Track measuring car
AU649339B2 (en) A method for determining the deviations of the actual position of a track section
US4655142A (en) Apparatus for correcting the level and cross level of a track
US4155176A (en) Process and apparatus for measuring the geometric state of a railway track during correction thereof
US3744428A (en) Mobile track leveling and ballast tamping machine
JPS5780515A (en) Surveying method and apparatus
US3821933A (en) Apparatus for lining track in a track curve
US3504635A (en) Workhead positioning means
US3144834A (en) Means for determining roadbed level and super elevation
US3795056A (en) Track correction control
GB753519A (en) Method of and apparatus for raising and levelling railway-tracks
CA2343431A1 (en) A tamping machine
US3371619A (en) Means for determining track alignment
US3690262A (en) Track correction and tamping machine
US3334593A (en) Track grading method and arrangement
JPS6286201A (en) Method and apparatus for repairing and laying track of railroad
US3270690A (en) Railway track grading apparatus
GB794235A (en) Mobile track-packing machine
GB1238074A (en)
US3459136A (en) Automatic control for track surfacing machines
US3301198A (en) Device for levelling track
US3312179A (en) Track levelling device