Abstract: A device for welding a rail joint of a track, comprising two rail clamping devices spaced from one another in a rail longitudinal direction which are connected to one another via push rods to press rail ends apart prior to welding. In this, it is provided that at least one rail clamping device is coupled to a transverse displacement device for flush-aligning the rail ends after being pressed apart.

Abstract: A track geometry measurement system includes a plurality of wheels, a frame, and an inertial measurement unit. The inertial measurement unit is coupled to the frame and includes at least one gyroscope.

Abstract: The invention relates to a measuring device (13) for recording a track geometry of a track (5) immediately after a treatment of the track (5) by means of track maintenance machine (1), wherein the measuring device comprises wheel axles (16) for travelling on the track (5), connecting elements (15) for mounting to the track maintenance machine (1) and a data interface (41) for exchanging data with the track maintenance machine (1). Further, the measuring device (13) comprises an assembly frame (22) on which an inertial measuring unit (14) is arranged, wherein a front wheel axle (16) and a rear wheel axle (16) are mounted on the assembly frame (22) for rotation relative to one another about an axis of rotation (21) extending orthogonally to the wheel axles (16). Thus, an efficient check measurement of the lateral, longitudinal and vertical position of the track (5) is possible.

Abstract: A distance sensor and a measured object are positioned at a known distance from each other. A measured distance between the distance sensor and the measured object is obtained from the distance sensor, where the distance sensor uses a plurality of signals at a plurality of angles to generate the measured distance. The known distance and the measured distance are compared in order to test the distance sensor and produce a test result.

Abstract: The invention relates to a tamping machine (1) for compacting the ballast bed of a track (9), comprising tamping units (4) for tamping a track (9), a lifting and lining device (2) for lifting and lining tracks and switches (9), said device being arranged between the running gears (8), preferably in front of the tamping units (4) in the working direction (C), and comprising lifting rollers (6) and lifting hooks (7). In order to provide advantageous conditions it is proposed that the lifting roller (6) with its associated vertical guide (18) and the lifting hook (7) with its associated vertical guide are displaceably mounted along a common transverse guide (16) extending transversely to the longitudinal axis (L) of the tamping machine.

Abstract: A method and device for compacting the ballast bed of a track, especially in the region of a switch, comprising a switch tamping machine (1), which is fitted with a tamping unit (4), a lifting and lining device (2) comprising at least one pair of roller pincers (6) and at least one lifting hook (7) for lining the track position, and which is guided in a longitudinally displaceable manner on the machine frame (2) in the longitudinal direction of the machine. In order to provide advantageous lining conditions, it is proposed that a switch component measuring system (3), which is provided upstream of the lifting and lining device (2) in the working direction (C), is provided for the position-dependent measurement of the position of the switch components.

Abstract: Geo-defect repair modeling with location uncertainty is provided. A method includes logically dividing a railroad network into segments each of a specified length. The method also includes identifying, via a computer processor, geo-defects and approximated locations of the geo-defects occurring at each inspection run for each of the segments. The method also includes calculating, via the computer processor, a rate of increase in amplitude of each of the geo-defects for each of the segments between inspection runs, determining a correlation of the geo-defects between the inspection runs as a function of the approximated locations, and predicting a deterioration rate for each of the geo-defects based on the calculating.

Abstract: A system configured in accordance with a particular embodiment includes a paint-striping machine having a carriage, an outrigger operably connected to the carriage, and a downwardly oriented nozzle carried by the outrigger. The carriage moves along pavement while the nozzle dispenses paint, thereby forming a paint stripe on the pavement. The system further includes a guidance system operably connected to the paint-striping machine. The guidance system includes a light-emitting device and a mounting and containment assembly that provides an adjustable connection between the light-emitting device and the paint-striping machine. The light-emitting device forms a planar light region having a vertical orientation. The mounting and containment assembly includes an adjustment mechanism operable to move the light-emitting device relative to the paint-striping machine, thereby changing a yaw angle of the planar light region.

Abstract: A method includes: taking a topographical survey of a plurality of geographical points near a structure to be built, the position of each point being determined in an absolute frame of reference XYZ; installing a plurality of reflectors, each reflector being placed at a geographical point of the topographical survey; measuring distances between reflectors and optical devices, using at least three optical devices fixed on a moving arm of an insertion device that bears an element to be inserted; computing, by trilateration, the absolute position of the arm of the insertion device from the measured distances and from the known position of each optical reflector; and moving the arm of the insertion device based on the computed absolute position, so as to bring the element to be inserted into a predetermined implantation position.

Abstract: Geo-defect repair modeling is provided. A method includes logically dividing a railroad network according to spatial and temporal dimensions with respect to historical data collected. The spatial dimensions include line segments of a specified length and the temporal dimensions include inspection run data for inspections performed for each of the line segments over a period of time. The method also includes creating a track deterioration model from the historical data, identifying geo-defects occurring at each inspection run from the track deterioration model, calculating a track deterioration condition from the track deterioration model by analyzing quantified changes in the geo-defects measured at each inspection run, and calculating a derailment risk based on track conditions determined from the inspection run data and the track deterioration condition.

Abstract: A system configured in accordance with a particular embodiment includes a paint-striping machine having a carriage, an outrigger operably connected to the carriage, and a downwardly oriented nozzle carried by the outrigger. The carriage moves along pavement while the nozzle dispenses paint, thereby forming a paint stripe on the pavement. The system further includes a guidance system operably connected to the paint-striping machine. The guidance system includes a light-emitting device and a mounting and containment assembly that provides an adjustable connection between the light-emitting device and the paint-striping machine. The light-emitting device forms a planar light region having a vertical orientation. The mounting and containment assembly includes an adjustment mechanism operable to move the light-emitting device relative to the paint-striping machine, thereby changing a yaw angle of the planar light region.

Abstract: A rail rolling apparatus and method of use, the apparatus having a back end portion with one or more apertures, a middle portion, and one or more hooks which are capable of substantially receiving the base of a railroad rail. The apertures are sized to receive one or more backhoe bucket teeth. When positioned with the railroad rail and the backhoe bucket, the method of use allows the backhoe bucket to repair or fix rolled over rail and bent rail, and further allows for positioning or lining of track via various movements of the bucket or backhoe arm.

Abstract: A machine for cleaning a ballast bed has, in front of a take-up device relative to a working direction, a first signal receiver—suitable for position determination in a global navigational satellite system—for scanning an actual track position. A second signal receiver connected to the machine for scanning a new track position created by laying down the raised track onto the re-applied ballast bed is arranged downstream. Both signal receivers are associated with a control device designed to act on the drives that displace a track-lifting device relative to the machine frame.

Abstract: Automatic machine for leveling and alignment of ballastless railway, prior to concreting, having a structure (1) that moves along the track, provided with fastening elements to, once located in the track section to be positioned, firmly grab both rails (10) keeping the track in suspension while it performs millimetric movements of displacement until placing it in the desired final position, both in plant and height of the rails and cant; said machine has a measuring system, which includes tilt sensors (11) and a total station (12) of GPS or topographic type, that allow to identify the actual position of the track, in real-time. It also has a control system that includes process software of the position data acquired by the measuring devices (11-12), from which it determines the required movements to be carried out to achieve the desired final position of the track.

Abstract: A tamping machine for tamping a track is equipped with a track lifting unit, positioned immediately in front of a tamping unit, and an auxiliary lifting device (19) designed for lifting a branch rail (20) of a switch branching off the main track. The auxiliary lifting device (19) is fastened to a beam (21) extending perpendicularly to a longitudinal direction of the machine and has a lifting tool (27) designed to be applied to a rail head (26). Two disk-shaped thrust rollers (32), spaced from one another in the longitudinal direction of the machine and rotatable in a common plane of rotation (33), for application to a first side face (34) of the rail head (26) are connected to the auxiliary lifting device (19). A flanged roller (36) is provided for application to a second side face (35) of the rail head (26) and for resting the auxiliary lifting device (19) on the latter. The auxiliary lifting device (19) is pivotable relative to the beam (21) about an axis (42) by means of a drive (41).

Abstract: An exemplary apparatus and method for applying a force to rails of a track is disclosed. The apparatus has a device with at least one first weight and at least one second weight rotatably mounted about a horizontal shaft which has an axis which is essentially perpendicular to the longitudinal axis of the rails. A power source is provided to drive the rotation of the at least one first weight and the at least one second weight at different revolutions per second. The rotation of the at least one first weight and the at least one second weight creates a vertical force which has a larger downward component as compared to an upward component of the vertical force.

Abstract: The invention relates to a machine for positioning and squaring crossties of railway tracks, formed by at least one wagon (1), provided with its own means for traveling over the rails (2) of the railway track under construction in which the crossties (3) have not yet been aligned, which laterally has respective metal profiles (4) arranged longitudinally at the level of the crossties (3) of the track, supported to the main structure of the wagon by means of angled arms (5), which on their inner face have a series of equidistant positioning wedges (7), which are in charge of coming into contact and positioning the crossties previously distributed in the layout, such that the wedges are located between them, pushing them laterally and longitudinally until leaving the crossties in the correct position: centered and perpendicular to he center line, aligned and separated from one another by a uniform distance.

Abstract: A track mounted machine is capable of inserting a previously positioned tie plate between a rail and underlying cross tie of a railway. The machine preferably is also capable of lifting the rail from the tie prior to tie plate insertion and/or, is capable of operating on both rails of a railway simultaneously. The preferred embodiment includes two tie plate inserter assemblies mounted on a common workhead. Each tie plate inserter assembly includes a pusher that can be moved, under control of an operator stationed on the machine, vertically and longitudinally on the rails so as to be aligned with a field end of the tie plate. The pusher can then be actuated to push the tie plate laterally under the rail.

Abstract: A machine for welding the rails of a track includes a rail pulling device that grips the rail ends and pulls them together so that they can be welded to one another. Two rail clamps provided for gripping the rails are fastened to the rail pulling device. The rail clamps are each vertically adjustable in their position relative to the rail pulling device by way of a respective adjustment drive in a direction extending perpendicularly to a pulling device plane formed by hydraulic drives of the rail pulling device. With this, the rails can be lifted from ties in a simple manner in order to enable the clamping members of the rail pulling device to grip the rails.

Abstract: A system is disclosed for monitoring condition of a railways installation such as a points machine. The system includes a plurality of sensors (S1, S2, S3-SN) associated with elements of the installation for monitoring parameters indicative of operating capability of the installation. The system includes means (12, 23) for processing the monitored parameters to determine whether the parameters are changing relative to reference values and to determine whether the changes are indicative of an increased risk of malfunction in the installation. The processing means may include a digital computer programmed with condition monitoring and fault detection software. A method of monitoring condition of a railways installation is also disclosed.

Abstract: A device for use in television and motion picture industries lifts and re-positions a track on which camera dolly or crane is located. The device includes a first bar member of a substantially elongated shape comprising a hinge, a first caster wheel assembly, and a first track hook which is positioned at one end of the first bar member. A second bar member of a substantially elongated shape shorter than the first bar member is pivotably attached to the first bar member via the hinge such that when in a closed position the first and second bar members form a substantially straight line. The second bar member further comprises a second caster wheel assembly and a second track hook which is positioned at one end of the second bar member, this one end of the second bar member being at an opposite location than the other end of the first bar member along the substantially straight line.

Abstract: The invention provides roller rail clamp apparatus for use in lifting a rail for operations such as replacement of ballast or resurfacing of a railway. The apparatus comprises parallel pairs of spaced-apart lift roller assemblies mounted to a support for positioning a pair of clamping to a rail of the track, each the lift roller assembly comprising at least one pair of rollers, wherein each the roller of a roller pair rotates on an axis in an essentially vertical plane adjacent a rail and the rollers are on opposite sides of a rail when a lift roller assembly is clamped thereto with the head of the rail releasably retained upwardly of flanges at the lower ends of the rollers; means for adjustably connecting the apparatus to a carrier thereof; a lift mechanism for adjusting the vertical position of the support relative to the carrier of the apparatus; and a tilt mechanism for applying torque about a horizontal axis to linkage between members of a pair of lift roller assemblies.

Abstract: A racetrack designed to accommodate various types of auto racing class including Indy, CART, Formula 1 etc. is disclosed. The race track of the present invention is a continuous closed circuit track with at least two loops which loop about a common center area and with track passing over itself at least once by a nonlevel crossing such as an overpass so that the track does not have a level crossover and thereby allowing a vehicle making an entire circuit of the track the option of only making turns in one direction and not passing over any portion of the track more than once is a single circuit of the track.

Abstract: A rail alignment system for locating a first end piece and a second end piece of a first rail section and a second rail section. The rail alignment system comprises (a) a first rail alignment tool for engaging and applying force to said first rail section; and (b) a second rail alignment tool for engaging and applying force to said second rail section. The first rail alignment tool includes: (1) a planar plate for extending transversely beneath said first rail section; (2) a pair of block members, each secured to said planar plate and each defining a threaded cavity which is substantially orthogonal to said first rail section and which are aligned with one another; (3) a pair of externally threaded bolts, each adapted for engaging one of said threaded cavities of said pair of block members; and (4) a pair of contoured rail engagement end pieces, each secured to an inner terminating portion of said pair of externally threaded bolts for engaging said first rail section.

Abstract: A rail puller that applies tension to rail sections to reduce the gap between the ends of rail sections. The rail puller comprises a first clamp assembly and a second clamp assembly located at opposite ends of the rail puller. A clamping beam is coupled to the first clamp assembly and the second clamp assembly, and has a clamping cylinder that extends and retracts to adjust the length of the clamping beam. At least two pulling members are coupled to the first clamp assembly and the second clamp assembly, and each pulling member has a pulling cylinder that extends and retracts to adjust the length of the pulling member. The clamping cylinder extends to clamp the clamp assemblies to rail sections, and the pulling cylinders retract to draw the clamp assemblies toward one another and reduce the gap between the rail sections.

Abstract: A rail pulling system for efficiently drawing the ends of two rails together. The rail pulling system includes an elongate frame, a control unit, a first sliding unit and a second sliding unit, a pair of first actuators attached to the first sliding unit, a pair of second actuators attached to the second sliding unit, a plurality of third actuators attached to the frame, a pair of first engaging cams rotatably attached to the first sliding unit, and a pair of second engaging cams rotatably attached to the second sliding unit. The cams are rotated to engage a first rail and a second rail respectively by actuating the first actuators and the second actuators thereby causing an engaging portion of the cams to engage pillow blocks on the third actuators. The third actuators then draw the first sliding unit and the second sliding unit together thereby drawing the rails together.

Abstract: A rail puller that applies tension to rail sections to reduce the gap between the ends of rail sections. The rail puller comprises a first clamp assembly and a second clamp assembly located at opposite ends of the rail puller. A clamping beam is coupled to the first clamp assembly and the second clamp assembly, and has a clamping cylinder that extends and retracts to adjust the length of the clamping beam. At least two pulling members are coupled to the first clamp assembly and the second clamp assembly, and each pulling member has a pulling cylinder that extends and retracts to adjust the length of the pulling member. The clamping cylinder extends to clamp the clamp assemblies to rail sections, and the pulling cylinders retract to draw the clamp assemblies toward one another and reduce the gap between the rail sections.

Abstract: A railway maintenance device movable on a railroad track having a pair of spaced rails, the device including a frame configured for movement relative to the track and having at least two side members. At least one track contacting element is associated with at least one of the sides. An adjustment mechanism is provided for adjusting the relative position of at least one of the track contacting elements to the frame to thus position the frame relative to the rails. The device preferably includes a fluid power cylinder associated with each track contacting element to control the position of the wheel relative to the frame, as well as a stop mechanism for adjustably limiting the pivoting action of the contacting element relative to the frame, and thus control the displacement of the element.

Abstract: A mobile tamping machine for tamping ballast under a railroad track includes a machine frame supported on undercarriages running on a main track for moving the machine in an operating direction. A tamping unit is mounted on the machine frame between the undercarriages, and a track lifting and lining unit for leveling and lining the main track is vertically and transversely adjustably mounted on the machine frame immediately ahead of the tamping unit in the operating direction, with drives being provided for vertically and transversely adjusting the track lifting and lining unit. An auxiliary lifting unit is mounted on the machine frame for lifting a branch track branching off the main track at a track switch. A common measuring system associated with the track lifting and lining unit and the auxiliary lifting unit is provided for controlling the lifting of the track switch.

Abstract: A mobile tamping machine for tamping ballast under a main track comprises a machine frame supported on undercarriages running on the main track for moving the machine frame in an operating direction, the main track defining a track plane, a ballast tamping unit mounted on the machine frame between the undercarriages, a main track lifting and lining unit vertically and transversely adjustably mounted on the machine frame immediately ahead of the ballast tamping unit in the operating direction, a drive for vertically and transversely adjusting the main track lifting and lining unit, an auxiliary lifting unit mounted on the machine frame for lifting a branch track branching off the main track at a track switch, and a common measuring system for controlling lifting of the track switch, the common measuring system including an emitter of a light beam forming a reference line extending parallel to the track plane, the light beam emitter being positioned at a fixed distance from the main track, and a receiver of the

Abstract: A rail alignment system for locating a first end piece and a second end piece of a first rail section and a second rail section. The rail alignment system comprises (a) a first rail alignment tool for engaging and applying force to said first rail section; and (b) a second rail alignment tool for engaging and applying force to said second rail section. The first rail alignment tool includes: (1) a planar plate for extending transversely beneath said first rail section; (2) a pair of block members, each secured to said planar plate and each defining a threaded cavity which is substantially orthogonal to said first rail section and which are aligned with one another; (3) a pair of externally threaded bolts, each adapted for engaging one of said threaded cavities of said pair of block members; and (4) a pair of contoured rail engagement end pieces, each secured to an inner terminating portion of said pair of externally threaded bolts for engaging said first rail section.

Abstract: An apparatus for unloading rails from a freight car on which the rails are arrayed to extend in a longitudinal direction of the freight car comprises a track-bound car, and a rail guiding unit positioned at each car end. Each rail guiding unit comprises a pair of rail guide heads having guide rollers for centering a respective one of the rails therebetween. The rail guide heads of a first rail guiding unit are positioned at one of the car ends and are displaceable in a horizontal plane perpendicularly to the longitudinal direction, and drives are provided for vertically adjusting the rail guide heads of the first rail guiding unit.

Abstract: The position of a track is corrected on the basis of the independent and separate measurement of the level errors of each track rail, and by concentrating the correction work on the most egregious position errors. For this purpose, a sub-section of the track is delimited by a starting point and an end point, and each rail in this sub-section is lifted to a desired level which has been electronically determined and is matched to a contiguous track section which has not been corrected.

Abstract: A method of correcting the position of a railroad track composed of laterally adjacent track sections connected by branch tracks comprises the steps of measuring the position of each individual track section relative to an absolute reference system common to both track sections and registering high points, thereby forming actual position curves, while parallel thereto actual versines of the track position are detected by means of a further, machine-specific reference system. A target position curve is then generated which is common to the measured track sections and composed of the registered high points of the individual measured track sections and design sections, located between said high points, which smoothen the trace of the actual position curves. Track correction values are determined by obtaining the difference between the actual position curve of a respective track section and the common target position curve.