Patent classifications
E01B35/10
Adaptive railway fastener and anchor installation system
Systems, methods, and machine-readable media to facilitate installation and adjustment of railway components are disclosed. Aligning of a railway anchor manipulator and a railway fastener installer with respect to a railway tie may be caused. The railway anchor manipulator may be slidably coupled with a frame assembly of a railway workhead, and may include anchor tools. The railway fastener installer may be slidably coupled with the main shaft structure, may include a hammer assembly, and may be operable to install railway fasteners through holes of a railway tie plate. The railway fastener installer may be caused to install the railway fasteners. The railway anchor manipulator may be lowered to a deployed position, and railway anchors may be adjusted with the anchor tools.
Adaptive railway fastener and anchor installation system
Systems, methods, and machine-readable media to facilitate installation and adjustment of railway components are disclosed. Aligning of a railway anchor manipulator and a railway fastener installer with respect to a railway tie may be caused. The railway anchor manipulator may be slidably coupled with a frame assembly of a railway workhead, and may include anchor tools. The railway fastener installer may be slidably coupled with the main shaft structure, may include a hammer assembly, and may be operable to install railway fasteners through holes of a railway tie plate. The railway fastener installer may be caused to install the railway fasteners. The railway anchor manipulator may be lowered to a deployed position, and railway anchors may be adjusted with the anchor tools.
METHOD FOR TRACK POSITION IMPROVEMENT BY MEANS OF A TRACK-MOVABLE TRACK-TAMPING MACHINE
A method is proposed for track position improvement by means of a track-movable track-tamping machine (6) with a three-point work measurement system having three measurement carriages (A, B, C) and a cord (9) stretched therebetween, a tamping unit (5), a lifting and straightening unit (8) for tracks and in particular an odometer. The position of the track after the correction work of the track-tamping machine (6) is recorded by means of a measurement system. In order to reduce the straightening error, it is proposed that a computer (R) calculates the difference between a predetermined desired track position (1) and an actual position recorded by the measurement system, i.e. a residual error (K.sub.h), and in that the position of the rear cord end on the rear measurement carriage (C) of the track-tamping machine (6) of the three-point work measurement system is continuously corrected in such a way that the rear cord end on the measurement carriage (C) is guided on the desired track position (1).
METHOD FOR TRACK POSITION IMPROVEMENT BY MEANS OF A TRACK-MOVABLE TRACK-TAMPING MACHINE
A method is proposed for track position improvement by means of a track-movable track-tamping machine (6) with a three-point work measurement system having three measurement carriages (A, B, C) and a cord (9) stretched therebetween, a tamping unit (5), a lifting and straightening unit (8) for tracks and in particular an odometer. The position of the track after the correction work of the track-tamping machine (6) is recorded by means of a measurement system. In order to reduce the straightening error, it is proposed that a computer (R) calculates the difference between a predetermined desired track position (1) and an actual position recorded by the measurement system, i.e. a residual error (K.sub.h), and in that the position of the rear cord end on the rear measurement carriage (C) of the track-tamping machine (6) of the three-point work measurement system is continuously corrected in such a way that the rear cord end on the measurement carriage (C) is guided on the desired track position (1).
Continuous serpentine concrete beamway forming system and a method for creating a hollow continuous serpentine concrete beamway
A continuous serpentine concrete beamway forming system and method for creating a hollow continuous serpentine concrete beamway are disclosed. The continuous serpentine concrete beamway forming system and method utilizes a flexible form material that has the ability to conform to curves, angles, and slopes of a target beamway system as intended. The flexible form material is used to form an armature that embodies a precise pathway of the target beamway system. The armature is contiguous throughout a plurality of connected beamway segments that collectively make up the target beamway system and that are precisely aligned to conform to the curves, angles, and slopes of the target beamway system. A part of the armature creates grooves on the surfaces of the connected beamway segments. The grooves are subsequently used to guide machinery that grinds the running surfaces to precise tolerances. Precise alignment is achieved as a result of the grooves being formed in a continuous fashion, thereby allowing the grinding machines to cross from one beamway segment to the next.
Continuous serpentine concrete beamway forming system and a method for creating a hollow continuous serpentine concrete beamway
A continuous serpentine concrete beamway forming system and method for creating a hollow continuous serpentine concrete beamway are disclosed. The continuous serpentine concrete beamway forming system and method utilizes a flexible form material that has the ability to conform to curves, angles, and slopes of a target beamway system as intended. The flexible form material is used to form an armature that embodies a precise pathway of the target beamway system. The armature is contiguous throughout a plurality of connected beamway segments that collectively make up the target beamway system and that are precisely aligned to conform to the curves, angles, and slopes of the target beamway system. A part of the armature creates grooves on the surfaces of the connected beamway segments. The grooves are subsequently used to guide machinery that grinds the running surfaces to precise tolerances. Precise alignment is achieved as a result of the grooves being formed in a continuous fashion, thereby allowing the grinding machines to cross from one beamway segment to the next.
Method for track position improvement by means of a track-movable track-tamping machine
A method is proposed for track position improvement by means of a track-movable track-tamping machine (6) with a three-point work measurement system having three measurement carriages (A, B, C) and a cord (9) stretched therebetween, a tamping unit (5), a lifting and straightening unit (8) for tracks and in particular an odometer. The position of the track after the correction work of the track-tamping machine (6) is recorded by means of a measurement system. In order to reduce the straightening error, it is proposed that a computer (R) calculates the difference between a predetermined desired track position (1) and an actual position recorded by the measurement system, i.e. a residual error (K.sub.h), and in that the position of the rear cord end on the rear measurement carriage (C) of the track-tamping machine (6) of the three-point work measurement system is continuously corrected in such a way that the rear cord end on the measurement carriage (C) is guided on the desired track position (1).
Method for track position improvement by means of a track-movable track-tamping machine
A method is proposed for track position improvement by means of a track-movable track-tamping machine (6) with a three-point work measurement system having three measurement carriages (A, B, C) and a cord (9) stretched therebetween, a tamping unit (5), a lifting and straightening unit (8) for tracks and in particular an odometer. The position of the track after the correction work of the track-tamping machine (6) is recorded by means of a measurement system. In order to reduce the straightening error, it is proposed that a computer (R) calculates the difference between a predetermined desired track position (1) and an actual position recorded by the measurement system, i.e. a residual error (K.sub.h), and in that the position of the rear cord end on the rear measurement carriage (C) of the track-tamping machine (6) of the three-point work measurement system is continuously corrected in such a way that the rear cord end on the measurement carriage (C) is guided on the desired track position (1).
Projector for track alignment reference systems
Track alignment reference system projectors having a modulated light source, in addition to arrays of light sources, optionally utilizing a lens are provided. Track alignment systems that utilize or may make use of cascaded devices are also described. Related systems and methods are also provided.
Projector for track alignment reference systems
Track alignment reference system projectors having a modulated light source, in addition to arrays of light sources, optionally utilizing a lens are provided. Track alignment systems that utilize or may make use of cascaded devices are also described. Related systems and methods are also provided.