Monorail cars traveling along a monorail track are known. See for example U.S. Pat. Nos. 7,823,512; 7,963,229; and 8,707870. A series of monorail cars, when sequentially assembled together as a unit, are collectively referred to as a monorail car assembly, or monorail car consist.
As disclosed in the above patents, such monorail car assemblies may be supported on monorail bogies. Monorail bogies travel along monorail guide beams that support and guide them. See for example U.S. Pat. No. 7,823,512, illustrating a representative guide beam, or monorail track 16, having a generally horizontal running surface 18 and two, opposed, generally parallel, side, guiding or stabilizing, surfaces 20.
Guide beams may be cast-in-situ, or precast concrete slabs, As is known in the art, it is important that the width between the side surfaces of the guide beam be consistent within a predetermined tolerance over a given distance determined by the train manufacturer, such as +/ā3 mm, or better.
When a monorail car assembly travels through a curve in the track, the car assembly is exposed to centrifugal forces. Accordingly, the track may be installed with slight angles, such that the running surface of the track presents a super-elevation angle relative to the horizontal plane, to counter the centrifugal force, It is also important to measure the super-elevation angle of the track after it has been installed, to ensure the super-elevation angle is appropriate and matches design values and industry tolerances.
While various methods are utilized for measuring the width between the side surfaces, and the super-elevation angle, such methods are difficult to perform, and theft results have been inconsistent and difficult to replicate.
The present disclosure is provided to address this and other problems.
It is an object of the present disclosure to provide a beam measuring device for measuring specific, important geometric characteristics of monorail guide beams.
This and other objectives and advantages may become apparent from the following description taken in conjunction with the accompanying Figures.
This invention is susceptible of embodiment in many different forms. A specific embodiment will be described herein in detail, with the understanding that the present disclosure is to be considered an exemplification of the principles of the invention and is not intended to limit the invention to the specific embodiment illustrated.
A monorail car, generally designated 10, disposed on a guide beam 12, is illustrated in
The beam 12 may be operative as a conventional monorail track. The beam 12 may be formed of precast concrete, or other suitable material, as is known. The beam 12 may include a generally horizontal running surface 12a, and two, opposed, parallel, side, or stabilizing, surfaces, 12b.
The monorail car 10 may include two bogies 14, which may each be a conventional straddle beam bogie (not shown). Each of the bogies 14 may include a load-bearing wheel (not shown) having a generally horizontal axis of rotation. Each of the bogies 14 may include two opposing sets of two guide wheels, as well as two, opposing stabilizing wheels (also not shown), the guide wheels and stabilizing wheels having a generally vertical axis of rotation. Typically the guide wheels engage the respective side surfaces 12b, along a common guide wheel path. Typically the opposing stabilizing wheels also engage the respective side surfaces 12b, but along a stabilizing wheel path vertically below the guide wheel path engaged by the guide wheels. A more detailed description of a bogie may be found in the above-referenced US patents.
As discussed above, it is important that the distance between the opposing side surfaces 12b remain within a tolerance, such as +/ā3 mm. This tolerance is of particular importance along the side surfaces 12b of the beam 12 where the guide wheels engage the side surfaces 12 (i.e., along the guide wheel path) and where the stabilizing wheels engage the side surfaces 12b (i.e., along the stabilizing wheel path). As also discussed above, the super-elevation angle of the running surface 12a must also be correct within given tolerances along the track.
As illustrated in greater detail in
Elements of the generally horizontal frame portion 24 may collectively include three, generally planar upper rollers, or casters, 28, adapted to set on the horizontal running surface 12a.
Elements of each of the opposed, generally vertical frame portions 26 may include side rollers, or casters, 30. The side rollers 30 on one side of the frame may be spring loaded, so as to maintain engagement of the rollers 30 with their respective side surfaces 12b.
As illustrated in
The beam measuring device 20 may be positioned on a beam to be measured, either after the beam 12 has been installed, as shown in
The beam measuring device 20 may include two side distance measuring devices, or meters, 34, disposed on each vertical frame portion 26, such that each of the side distance meters 34 disposed on one side is aligned with a respective side distance meter 34 disposed on the other, opposite side, such that the width of the beam 12 (at the location of the beam 12 between the two opposed side distance meters 34) may be accurately measured. As the beam measuring device 20 traverses along the guide beam, measurements may be continuously taken.
The side and upper distance meters 34, 40 (discussed below), may utilize various technologies for measuring the distance between the respective meter and the beam 12. One such meter is the ToughSonic Level and Distance Sensor line, by Senix Corporation, Hinesburg VT. The ToughSonic Level and Distance Sensor line utilizes ultrasound to measure distances.
Referring to
Referring to
As functionally illustrated and described in
The measurements obtained by the upper distance meter 40 and the inclinometer 36 may allow one to address conditions on (a) the precast yard, i.e., a yard storing uninstalled precast beams, where the beams with super-elevation are not standing at the correct angle, and (b) on the assembled project where the beams will have the proper super-elevation.
The beam measuring device 20 may still further include a marking device, not shown, which may be mounted on the vertical frame portion 26, to mark portions along the guide beam 12, such as marking indicia of the beams width, or variance from a desired width, or of the track's super-elevation, or variance from a desired super-elevation, as the beam measuring device travels along a track.
The beam measuring device 20 may include an encoder (not shown) coupled to the distance meters 34, 40, and the inclinometer 36, to progressively sample outputs of the distance meters 34, 40, and the inclinometer 36, to provide a report detailing the measured distances and super-elevation angle, along the measured beam consistently.
The beam measuring device 20 may include traction motors (not shown) remotely controlled to provide an ability of monitoring guide beam characteristics along a given track alignment.
It is to be understood that this disclosure is not intended to limit the invention to any particular form described, but to the contrary, the invention is intended to include all modifications, alternatives and equivalents falling within the spirit and scope of the invention.
Filing Document | Filing Date | Country | Kind |
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PCT/US2021/021700 | 3/10/2021 | WO |
Number | Date | Country | |
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62988342 | Mar 2020 | US |