Device for measuring podoloski rails

 

(57) Abstract:

The invention is intended for use on railway vehicles for measuring podoloski rails of the railway track. The device comprises a bar mounted on the head rail. At one end there is a plate with a measuring scale, the arrow and the stop for engagement with the side face of the rail head. Arrow is set on the axis and pressed against the sole. The technical result is to increase the measurement accuracy while simplifying the structure. 1 Il.

The proposed device is intended for use on railway transport for measuring podoloski rails.

A device for measuring podoloski rails of the railway track, p/N 55690 the USSR, CL E 01 35/02, 1939, containing bar, mounted on the rails in a controlled path section and carrying at one of its ends the plate with a measuring scale, the affinity, the deviation of which relative to the scales measure pagoclone and the emphasis in the bottom rail, the locking position of the device relative to the measured rail.

The main disadvantage of this device is extremely low accuracy is otnositelno fixed focus translational and on the measuring scale is transmitted readings without zoom, that limits the measurement accuracy especially at small deviations of the measuring means. In addition, the emphasis, the locking position of the device, is located here by rail, facing the inside of the track that does not allow the measurement of podoloski rails if contrails.

A device for measuring podoloski rails of the railway track (see Henrich Baluch. Diagnosis superstructure. M. Transport. 1981, page 146, Fig. 3.85), containing bar, mounted on the rail head and carrying at one of its ends the plate with a measuring scale, the vehicle, the deviation of which relative to the scales measure pagoclone, and a stop for engagement with the side face of the rail head, mounted on the plate.

The advantage of this device in comparison with analog is that the entire plate with a measuring scale and a means of measuring the outside of the track and controls does not interfere with the measurement of podoloski the main rail. The tool dimensions are presented in the form of a system of levers, allowing for differences between the shoulders to increase the accuracy of the measurements. However, the increase in accuracy is achieved here by uvelicheniya size and weight of the entire device as a whole. As for portable handheld devices increase the weight and size is highly undesirable, in this construction it is impossible to achieve a significant increase in scale of measurement, and hence the accuracy of the instrument.

Thus the disadvantages of the device are:

- limited measurement precision;

- the complexity of the design lies in its mnogodelnosti;

and, as a consequence, the size and weight of the device.

However, this device is the closest in design to the declared object.

The task of the invention is to improve the measurement accuracy, eliminating the complexity and mnogodelnosti design and to minimize its size and weight.

The solution provided by the fact that in the proposed device the vehicle, the deviation of which relative to the scales measure pagoclone is a (single) arrow mounted on the axis for rotation and presses the spring to the bottom rail.

The essence of the proposed technical solution is illustrated by a drawing, which shows a device for measuring podoloski rails in working on the us support surface 2 is the first protruding element 3, attached to the strip 1, for example, by welding and perpendicular to this plate 1. At the same end of the strap 1 is placed measuring scale 4. On the first protruding element 3 adopted arrow 5, the vehicle, the deviation of which measure pagoclone, with the possibility of rotation around the axis 6 perpendicular to the element 3. The spring 7 is trying to turn the arrow 5 in a clockwise direction (in the plane of the drawing). One end 8 of the arrow 5 extends over the edge of the end of the element 3. The second end 9 of the arrow 5 is moved in the field of measurement scales 4.

The device also includes a second protruding element 10 located at the side of the supporting surface 2 of the strap 1 and perpendicular to the surface 2. The protruding element 10 is displaced relative to the speaker element 3 toward the second end of the strap 1 at a slight distance so that the end 11 served as the focus in the side of the head rail 12. Items 3, 10 and a scale of 4 made in the form of a single plate on which are mounted the axle 6 of the arrow 5 and the spring 7.

The device operates as follows. Before proceeding it is installed on the rail head 12 and 13 of one of the rail track. The upper limit of 1 is based surface 2 at Glisy rail 12, Padukone surface which is to be measured. In this case, the end 8 of the rod 5 is located slightly below the soles of the rail 12.

To measure podoloski the bar 1 is moved across the rail track in the direction of the rail 13 as long as the protrusion 11 is not pressed against the outer side surface of the rail 12. At the same time the arrow 5, clinging to the rail by means of the spring 7 end 8 remains in contact with the sole of the rail 12; the specified movement causes rotation of the arrow 5 about the axis 6 and the displacement of its end 9 along the scale 4. The angle of rotation 5 is proportional to the angle of deviation from vertical X-axis rail 12 and, hence, allows to quantify the magnitude of podoloski rail.

Since the length of the part of the arrow 5 from the axis 6 to the end 9 may be substantially (several times) greater than the distance from the axis 6 to the contact point 14 of the arrow 5 with bottom rail 12, even a slight displacement of the point 14 will cause several times greater deviation of the end 9 of the arrow 5 on a scale of 4. This achieves high accuracy while reducing the number of parts, dimensions and weight design.

We are not aware of technical solutions, in which Sov railway track, containing the bar mounted on the head rail and bearing at one of its ends the plate with a measuring scale, the vehicle, the deviation of which relative to the scales measure pagoclone, and a stop for engagement with the side face of the rail head, mounted on the plate, characterized in that the specified tool is an arrow mounted on the axis for rotation and presses the spring to the bottom rail.

 

Same patents:

Track template // 2091534

Track template // 2091533
The invention relates to a device for measuring parameters of the track and can be used for measurements of parameters of railway tracks in the area turnouts

The invention relates to a device for the measurement of the radius of the curve of the turn track in the plan and can be used in a mobile instrumentation laboratories railway and other transport and its control systems

The invention relates to railway transport, in particular to measurement and control used in the construction and operation of rail ways, specifically to a device for controlling and measuring the relative position of the holes butt connection of rails and their relative position to the end of the rail

The invention relates to contactless devices diagnostics of the technical condition of the contact wire electrical ground network rail and can be used in portable electric cars laboratories

The invention relates to measuring equipment used in the construction, repair and maintenance of railway tracks

The invention relates to measuring technique and can be used for contactless measurement of the deviations of the rail in one or more planes from a straight line

The invention relates to the field of rail transport, in particular to the field of condition monitoring of railway track, and can be used to control the working bodies of the track machine

The invention relates to potenzmitteln means for measuring the cross-sectional profile, the lateral and vertical deviations rails

The invention relates to measurement devices, and more particularly, to techniques for rail dimensions

The invention relates to the field of rail transport, and is intended for monitoring and evaluation of the condition of the rails

The invention relates to railway transport, in particular to methods for continuous condition monitoring of the geometric parameters of a rail track, including when measuring gauge

FIELD: railway transport; measuring facilities.

SUBSTANCE: invention relates to special purpose devices for measuring separate geometric parameters of reinforced concrete ties, i.e. propelling and canting of rail flats on reinforced concrete ties. Proposed device contains housing 1 with fitted-on transport handle 2, right-hand support 3 and left-hand support 4. First support screw 5 and second support screw 6 are installed on right-hand support 3, third support screw 7 and fourth support screw 8 are installed on left-hand support 4, right-hand catcher 9 and left-hand catcher 10 are installed on ends of housing 1, sensor 11 is secured on first support screw 5. Housing 1 carries also right-hand orientation handle 13 with pushbutton 15 and left-hand orientation handle 14. Base 16 is fastened in central part of housing 1, controller 17 and supply compartment 18 being secured on base 16. Device for measuring rail flat canting contains housing 1 with fitted-on transport handle 2, right-hand support 3 and left-hand support 4. First support screw 5 and second support screw 6 are installed on right-hand support 3. And third support screw 7 and fourth support screw 8 are installed on left0hand support 4. Right-hand catcher 9 and left-hand catcher 10 are installed on ends of housing 1, first sensor 11 is secured on first support screw 5, and second sensor 19 is installed on fourth support screw 8. Housing 1 carries right-hand orientation handle 13 with pushbutton 15, and left-hand orientation handle 14. Base 16 with fitted-on controller 17 and supply compartment 18 is secured in central part of housing 1. Moreover, support 21 is connected to housing 1 through vertical rods in central part.

EFFECT: improved efficiency of measurements, increased accuracy and provision of operative measurement of parameters under checking.

3 cl, 2 dwg

FIELD: railway transport.

SUBSTANCE: invention relates to method of diagnosing condition of railway and street car tracks. Proposed device contains detectors designed for measuring deviation of gauge and position of track by level of sags, humps and cavities connected with contact members. Device contains also vertical parallel, inner and outer posts, rollers made for interaction with side working inner surfaces of side track, rollers made for interaction with upper working surfaces of rail track, jambs some ends of which are connected with roller races and others, with corresponding posts. One of detectors is made in form of dial indicator, being arranged on one of inner posts and coupled with roller-type contact elements made for interaction with side working inner surfaces of track. Rod of said indicator is in contact with upper end of other inner post. Springs are placed between inner post. Springs are placed between inner posts in upper and lower parts, mounted on upper surface of two pairs of bosses fitted on one axle. Holes are made in inner posts. Axle with bushing is placed in inner posts. Bracket is connected by one end to bushing, and other end of bracket serves for fastening to floor of test car. Second detector is made in form of metric rule secured to inner post, and two pointers secured on upper end faces of outer posts. Two pairs of slots are made on outer posts. Slots are arranged on one axis and they accommodate pins installed for movement. Pins are provided with stops from outer and inner parts of posts.

EFFECT: improved reliability of device, reduced cost, possibility of reading results of measuring directly from detectors.

2 dwg

FIELD: railway transport; permanent way.

SUBSTANCE: invention relates to method of noncontact inspection of profile of ballast base passing square to longitudinal direction of track. Inspection is carried out together with recording of deviation of track in level and in position. Depending on recorded defects as to level (a) and profile of ballast base 13 obtained for said level, amount of crushed stone for lifting track 4 to preset level and uniform ballasting is determined. To find amount of crushed stone required for ballast base 12, recorded profile of ballast base 13 is applied to preset profile of cross section 14.

EFFECT: improved ballasting of track.

3 cl, 4 dwg

FIELD: railway transport; permanent way.

SUBSTANCE: invention relates to method of grading of existing bed of railway in which cables and/or pipes are laid beyond the limits of rails, and to laser measuring device to read bed profile. According to proposed method, operator removes material of bed by sucking through definite steps along bed to form pits or cross trenches at each side of track, and using laser camera, checks profile near pit and position of buried cables or pipes and stores obtained information. Then, using information kept in memory, operator controls device for mechanical digging of material from both sides of track without risk of damage to buried cables or pipes and profile of graded bed. Laser measuring device is mounted on railway motor car with cross guide beam 12 and carriage with laser camera which can be moved along guide beam. Laser camera is pointed with its lens downwards to read distance from ground, being connected with computer to record position of bogie on rails and distance from camera to ground.

EFFECT: provision of safe, quick and cheap method of railway bed grading with use of laser measuring device.

6 cl, 6 dwg

FIELD: railway transport; permanent way testing facilities.

SUBSTANCE: method of pulling contact system cable comes to the following: each rail 6 is read off by means of distance pickup 16 placed over rail and moved continuously in longitudinal direction of track and scanning in plane 20 passing square to longitudinal direction of track. Problem points of measurement 25 on rail defining geometry of switch are recorded as measurement values in polar system of coordinates. Polar coordinates for measurement values are converted into Cartesian coordinates and information is recorded in memory at continuous measurements of distance by means of measuring wheel after which lateral section for switch 1 is calculated basing on recorded measurement values. Actual measurement values are compared in definite points of measurement 25 with preset values of at least two of enumerated parameters kept in memory, namely, width of clearance between counter-rail and running rail, through clearance or state of tongue as to its wear, minimum width between edge of guide rail and side edge of running rail in curve, width of gauge and/or distance between counter-rails or guide surfaces and deviation of obtained values from preset values. In device for noncontact measurement of lateral section or rail-to-rail distance of track, each pickup 16 is arranged in area over corresponding rail 6 being essentially laser scanner 17 for reading problem points of measurement 25 defining geometry of switch which is made for reciprocation at angle of scanning (α).

EFFECT: provision of quick and accurate determination and evaluation of measurands of vital importance for switch.

4 cl, 6 dwg

FIELD: railway transport; track maintenance.

SUBSTANCE: geometry of track is measured by using high-accuracy measuring circuit with two mechanically coupled test trucks forming transport and mechanically coupled test trucks forming transport and mechanical part of measuring system and including covered distance meter and truck tilting level sensors relative to horizon and at least one radiating mark (optical radiation source) rigidly installed on first test truck in direction of movement and providing pressing of flange of wheel to inner head of base rail, and optical electronic receiving-and-analyzing system rigidly secured on second truck. Second truck is double axle, with flanges of corresponding wheelsets pressed to inner surface of head of base rail, thus forming measuring base identifying position of base rail in points of contact of corresponding wheelsets.

EFFECT: improved accuracy of measurement at simplification of process.

4 cl, 5 dwg

Up!