The present invention is a system and a method for securing tuned mass dampers to rail.
Various devices for securing rail seals to a rail are known. The rail seals typically are used at level crossings, where the rail seals and the clips used to hold the rail seals in place are typically buried under asphalt or concrete at the level crossing, after installation. A clip assembly for a rail seal is illustrated and described in U.S. Pat. No. 6,213,407. Because the clip assembly and the rail seal held thereby are intended to be covered by asphalt or concrete, the extent to which the clip assembly extends outwardly from the rail is generally not important.
In contrast, tuned mass dampers may be attached or secured to linear rails, along the lengths of rail outside the level crossings. The tuned mass dampers primarily are designed to minimize the extent to which vibrations resulting from traffic over the rails may be transmitted as airborne noise. As is known in the art, the tuned mass dampers are formed to have a mass and an overall density designed to dampen vibrations of the rail generated by the movement of rail car wheels along the rail.
It is important that the installed tuned mass dampers, and the devices holding them to the rail, extend outwardly from the rail only a relatively short distance. This is in contrast to the less onerous requirements for conventional clip assemblies securing rail seals at level crossings, described above. Along the exposed parts of the rail that are located outside the level crossings, the devices that secure the tuned mass dampers to rails are required to fit within a relatively small envelope or perimeter relative to the rail. This is due to the routine rail and track bed maintenance tasks (e.g., ballast tamping, and rail grinding) that are required to be done to the rail and ballast located outside the level crossings. In order for these routine maintenance tasks to be completed efficiently, the tuned mass dampers and the clips holding them may extend outwardly from the track only a relatively short distance.
The prior art devices that have been used to secure tuned mass dampers to a rail outside the level crossings are generally unsatisfactory because they are relatively expensive, and/or difficult to use, and/or ineffective.
There is a need for a system and a method for securing tuned mass dampers to a rail that overcome or mitigate one or more of the disadvantages or defects of the prior art. Such disadvantages or defects are not necessarily included in those described above.
In its broad aspect, the invention provides a tuned mass damper for damping airborne vibrations at one or more rail frequencies from a rail generated by movement of wheels over the rail. The rail has a web portion supported by a foot thereof. The web portion and the foot define first and second pockets on opposite first and second sides of the rail. The tuned mass damper includes one or more damper elements including a damper element material, and a body element including a body material. The damper elements are at least partially embedded in the body element. The body element has inner and lower exterior surfaces formed to fit within the first and second pockets. The damper element material and the body material are selected and formed so that the tuned mass damper vibrates in response to movement of the wheels over the rail at one or more damper frequencies that at least partially interfere with the one or more rail frequencies.
In another of its aspects, the invention includes a system for damping airborne vibrations at one or more rail frequencies from a rail generated by movement of wheels over the rail. The system includes first and second tuned mass dampers formed to be positioned in the first and second pockets respectively. Each tuned mass damper includes one or more damper elements including a damper element material, and a body element including a body material. The damper element is at least partially embedded in the body element. The body element has inner and lower exterior surfaces formed to fit within the first and second pockets. The damper element material and the body material are selected and formed so that the tuned mass damper vibrates in response to movement of the wheels over the rail at one or more damper frequencies that at least partially interfere with the one or more rail frequencies. The system also includes one or more clip assemblies for securing the first and second tuned mass dampers in the first and second pockets respectively. The clip assembly includes a bar element and a second clamping arm for engaging the first and second tuned mass dampers, to secure the first and second tuned mass dampers in the first and second pockets respectively.
The invention will be better understood with reference to the attached drawings, in which:
In the attached drawings, like reference numerals designate corresponding elements throughout. Reference is first made to
The bar element 32 preferably also includes a linkage section 44 connected with the connector portion 34 at the second end 38 of the connector portion 34. As can be seen in
In one embodiment, the clip assembly 20 preferably also includes a second clamping arm 50 extending between upper and lower ends 52, 54 thereof (
As will be described, the first and second sides 26, 28 are sides of a web portion “W” of the rail 30.
As can be seen in
As can be seen in
It can also be seen in
The first engagement portion 64 preferably is located relative to the connector portion 34 so that, when the first clamping arm 42 is urged in a first direction (generally indicated by arrow “A” in
When the first engagement portion 64 engages the lower surface 68 and is urged against the lower surface 68, the force exerted by the first engagement portion 64 (schematically represented by arrow “A1” in
As illustrated in
As can be seen in
The Applicant has determined that the tuned mass dampers 22, 24 are more effective at damping airborne vibration (i.e., noise) when they are at least partially urged downwardly, against the foot 40 of the rail 30. That is, a tuned mass damper that is solely urged in a substantially horizontal direction by engagement of the first engagement portion 64 with the lower surface 68 has been found to dampen noise less effectively than if the tuned mass damper were urged both horizontally and downwardly (i.e., as illustrated for exemplary purposes in
It is also preferred that the second clamping arm 50 includes a second engagement portion 70 at the upper end 52 thereof, for engaging the second tuned mass damper 24. As can be seen in
It can also be seen in
The second engagement portion 70 preferably is located relative to the locking portion 56 so that, when the second clamping arm 50 is urged in a second direction (generally indicated by arrow “B” in
When the second engagement portion 70 engages the lower surface 74 and is urged against the lower surface 74, the force exerted by the second engagement portion 70 (schematically represented by arrow “B1” in
As illustrated in
Those skilled in the art would appreciate that the forces schematically represented by the arrows “A1” and “B1” in
As can be seen in
As noted above, the Applicant has determined that the tuned mass dampers 22, 24 are more effective at damping airborne vibration (i.e., noise) when they are at least partially urged downwardly, against the foot 40 of the rail 30.
As can be seen in
The first tuned mass damper 22 is also illustrated in
As can be seen in
Those skilled in the art would appreciate that the tuned mass dampers may be made of any suitable material, or combination of materials, to provide a tuned mass damper with suitable density and stiffness. The tuned mass dampers ideally have densities and other physical characteristics so that the tuned mass dampers, once secured to the rail, minimize airborne noise generated by movement of wheels over the rail. For instance, in one embodiment, the tuned mass dampers may include pieces of steel or any other suitable inelastic material embedded in an elastomeric matrix.
As can be seen in
As noted above, it is important that the extent to which the clip assembly 20, once installed, extends laterally outwardly from the outer sides “OS1” and “OS2” be minimized. Preferably, the sizes of the tuned mass dampers are minimized. Because of the recessed regions 66, 72, once the clip assembly 20 is installed, the extent to which the first and second clamping arms 44, 50 extend laterally outwardly from the outer sides “OS1” and “OS2” is minimized.
As will be described, it is preferred that the clip assembly 20 initially is manually positioned on the first and second tuned mass dampers 22, 24, and also on the rail 30. It will be understood that, when the clip assembly 20 has been manually positioned on the first and second tuned mass dampers 22, 24, the first and second engagement portions 64, 70 may only lightly engage the respective lower surfaces 68, 74. Once the clip assembly 20 is positioned so that the first and second engagement portions 64, 70 engage the lower surfaces 68, 74, the second clamping arm 50 is urged in the direction indicated by arrow “B”, and the first clamping arm 42 is urged in the direction indicated by arrow “A”, to install the clip assembly 20 against the first and second tuned mass dampers 22, 24.
As a practical matter, it is convenient for a user (not shown) to manually position the bar element 32 so that the linkage section 44 is positioned underneath the foot 40, proximal to the second tuned mass damper 24, and the first engagement portion 64 is at least proximal to the lower surface 68 of the first tuned mass damper 22 (
Those skilled in the art would appreciate that the rail 30 may be supported by sleepers or railway ties (not shown) that are spaced apart from each other along the rail 30. Ballast 75 is located between the railway ties (
Those skilled in the art would appreciate that, in order to install the clip assembly 20, the linkage section 44 of the bar element 32 is first inserted into the ballast 75, underneath a left (or first) side 76 of the foot 40 (
Those skilled in the art would also appreciate that the amount of the ballast 75 at respective locations along the track relative to the rail may vary. Once the location for the tuned mass dampers has been selected, they are installed with the clip assemblies positioned as needed.
The bar element 32 preferably is manually pushed in the direction indicated by arrow “C” until the first engagement portion 64 engages the lower surface 68 of the first tuned mass damper 22. As noted above, the first engagement portion 64 may only lightly engage the lower surface 68, because the installation at this point is done manually. When the bar element 32 is at the point where the first engagement portion 64 lightly engages the lower surface 68, the connector portion 34 of the bar element 32 is in its predetermined location. It is preferred that, when the connector portion 34 is in the predetermined location therefor, the connector portion 34 is horizontal, or substantially horizontal, as illustrated in
As can be seen in
Once the second clamping arm 50 is positioned with the locking portion 56 in the opening 48 and the second engagement portion 70 engaging the lower surface 74, the clip assembly 20 preferably is secured to the first and second tuned mass dampers 22, 24 by an installation tool 80. As can be seen in
As can be seen in
As can be seen in
As illustrated in
In one embodiment, the curved wall 46 of the linkage section 44 preferably includes a lower edge element 98 that a least partially defines the opening 46 (
Preferably, the locking elements 102 include a number of teeth 104 (
It will be understood that the teeth 104 preferably define notches 106 therebetween respectively (
In one embodiment, the locking elements may include only one tooth. In this configuration, the notch is positioned adjacent to the tooth.
Preferably, after the clip assembly 20 has been manually installed as described above (i.e., with the first and second engagement portions 64, 70 lightly engaging the respective lower surfaces 68, 74, and the locking portion 56 received in the opening 48 of the curved wall 46), the first contact portion 82 of the installation tool 80 is pushed into the ballast 75, in the direction generally indicated by arrow “E” in
Once the first contact portion 82 engages the bracing element 58, an upper end 108 of the installation tool 80 preferably is moved in the direction indicated by arrow “G” in
At the same time as the second contact portion 84 urges the second clamping arm 50 in the direction indicated by arrow “B”, the first contact portion 82 pulls the bracing element 58 generally in the direction indicated by arrow “F”. Because the connector portion 34 is connected with the bracing element 58 via the curved wall 46, the connector portion 34 is pulled as a result in the direction indicated by arrow “C” in
It will also be understood that, when the first contact portion 82 urges the bracing element 58 in the direction indicated by arrow “F”, the lower edge element 98 may be moved outwardly, i.e., in the direction indicated by arrow “C”. In this way, when the installation tool 80 is applied to urge the first and second clamping arms 42, 50 generally toward each other as described above, the lower edge element 98 simultaneously is positioned in a selected notch 106 which can hold the first and second clamping arms 42, 50 in position, i.e., held then urged against the first and second tuned mass dampers 22, 24 respectively. Because of the positioning of the lower edge element 98 in the selected notch 106 when the installation tool 80 is applied, the bar element 32 and the second clamping arm 50 are held locked together thereby, when the installation tool 80 is removed.
Those skilled in the art would appreciate that the bar element and the second clamping arm may be made of any suitable material, or materials. For example, in one embodiment, the bar element 32 preferably is made of spring steel. This enables the connector portion 34 to deform upwardly toward the foot 40 of the rail 30, when the first and second engagement portions 64, 70 are urged against the first and second tuned mass dampers 22, 24 respectively. The upward deformation of the connector portion 34 is in the direction indicated by arrow “H” in
Also, those skilled in the art would appreciate that the second clamping arm 50 may be made of mild steel, or spring steel.
In one embodiment, the invention preferably includes a system 110 that includes the clip assembly 20 and the installation tool 80. In use, as outlined above, the linkage section 44 of the bar element 32 is inserted underneath the left (or first) side 76 of the foot 40 and pushed through the ballast 75 underneath the foot 40 until the connector portion 34 of the bar element 32 is in the predetermined location thereof, relative to the first and second tuned mass dampers 22, 24. At this point, the linkage section 44 preferably is generally proximal to the side 78 of the foot 40 that is below the second tuned mass damper 24, i.e., the linkage section is also in its predetermined location. When the connector portion 34 is in its predetermined location, the first clamping arm 42 is engaged with the first tuned mass damper 22.
Once the connector portion 34 and the linkage section 44 are in their predetermined locations, the locking portion body 90 of the locking portion 56 of the second clamping arm 50 is inserted into the opening 48 of the curved wall 46 of the linkage section 44, so that a selected one of a number of locking elements 102 on a lower surface of the locking portion body 90 is engageable with a lower edge element 98 of the curved wall 46 that partially defines the opening 48. The installation tool 80 is used to secure the second clamping arm 50 to the linkage section 44, as described above. Once the second clamping arm 50 is secured to the linkage section 44, the locking portion 56 of the second clamping arm 50 is held in the linkage section 44 by the lower edge element 98 engaging the selected one of the locking elements 102.
The installation tool 80 is positioned to engage the first contact portion 82 of the installation tool 80 with the bracing element 58 of the curved wall 46, and also to engage the second contact portion 84 thereof with the bearing surface 88 of the second clamping arm 50. With the first contact portion 82 of the installation tool 80, the bracing element 58 is pulled at least partially in the first direction, to urge the first clamping arm 42 against the first tuned mass damper 22. With the second contact portion 84 of the installation tool 80, pressure is exerted on the bearing surface 88 in the second direction, to urge the second clamping arm in the second direction against the second tuned mass damper 24.
As noted above, the tuned mass dampers 22, 24 preferably include a suitable elastomeric material. Due to the resilience of the spring steel of the bar element 32 and the resilience of the elastomeric material in the tuned mass dampers, the bar element 32 preferably is subjected to tension as the installation of the clip assembly 20 is completed, so that once the locking elements 102 are engaged with the lower edge element 98 of the curved wall 46, they tend to stay so engaged.
Alternative embodiments of the invention are illustrated in
As will also be described, it is also preferred that the damper element material and the body material are selected and formed so that the tuned mass damper 222 vibrates in response to movement of the wheels over the rail 30 at one or more damper frequencies that at least partially interfere with the rail frequency, or frequencies.
Those skilled in the art would appreciate that vibrations of the rail that are generated when the train wheels move over the rail typically are at, or have, one or more natural frequencies, referred to hereinafter as “rail frequencies”. In theory, at a certain target rail frequency, in the absence of the tuned mass damper, the traffic-related vibrations of the rail reach a peak amplitude. However, in practice, an installed rail is a complex system that may have more than one natural frequency. Accordingly, the target rail frequencies herein are approximately the one or more natural frequencies of the rail, as installed.
Those skilled in the art would appreciate that the mass and the stiffness characteristics of the tuned mass damper are determined so that the amplitude of the traffic-related vibrations of the rail at the one or more target rail frequencies are lowered, or decreased. In order to achieve this, when wheels move over the rail, the tuned mass damper preferably vibrates at one or more damper frequencies that interfere with, or at least partially interfere with, the one or more target rail frequencies. The amplitude of the vibrations of the rail is then less than the peak amplitude. The one or more damper frequencies are approximately the same as the natural frequencies of the tuned mass damper. Those skilled in the art would appreciate that, in theory, the damper frequency preferably is the same or substantially the same as the rail frequency, but the damper frequency is out of phase with the rail frequency, in order to interfere with the rail frequency.
Those skilled in the art would be aware of suitable methods of determining the rail frequencies.
As can be seen in
As can be seen in
In use, the tuned mass damper 222 preferably is formed to be provided in pairs thereof. For example, as illustrated in
It will be understood that the first and second tuned mass dampers are identified by reference characters 222F, 222S respectively in
It will also be understood that the tuned mass damper 222 illustrated in
The body material may be any suitable material. It is preferred that the body material is any suitable elastic material. In one embodiment, the body material preferably is an elastomer. In one embodiment, the elastomer preferably is urethane.
Also, the damper element material may be any suitable material. Preferably, the damper element material is an inelastic material. In one embodiment, the damper element preferably is steel.
As noted above, in practice, the installed rail may have a number of natural (rail) frequencies. For example, the rail frequencies may include respective first and second rail frequencies. In these circumstances, it is preferred that the damper element includes a first damper element 216U formed and located in the body element 218 to vibrate at a first damper frequency that at least partially interferes with the first rail frequency, and a second damper element 216L formed and located in the body element 218 to vibrate at a second damper frequency that at least partially interferes with the second rail frequency. For clarity of illustration, the first and second damper elements are identified by reference characters 216U, 216L in
It will be understood that the tuned mass damper 222 may include any suitable number of damper elements 216, for example, one, two (as described above), or more than two.
Those skilled in the art would appreciate that the rail frequencies may, alternatively, include more than two rail frequencies. In these circumstances, the damper elements 216 preferably include a corresponding number of multiple damper elements. The damper frequencies preferably include a corresponding number of multiple damper frequencies. Each of the multiple damper elements 216 preferably is formed and located in the body element to vibrate at a selected one of the multiple damper frequencies for at least partially interfering with a selected one of the number of rail frequencies.
The invention preferably also includes a system 233 for damping airborne vibrations at the one or more rail frequencies from the rail 30 generated by movement of wheels over the rail. As can be seen in
In one embodiment, the system 233 preferably also includes one or more clip assemblies 20 for securing the first and second tuned mass dampers 222F, 222S in the first and second pockets 212, 214 respectively. As described above, the clip assembly 20 preferably includes the bar element 34 and the second clamping arm 50. In one embodiment, the bar element 32 preferably includes the connector portion 34 extending between first and second ends 36, 38 thereof and formed to be positioned in a predetermined location relative to the rail 30 at least partially under the foot 40 of the rail 30, and the first clamping arm 42 connected with the connector portion 34 at the first end 36 of the connector portion 34. As can be seen in
The clip assembly 20 is also illustrated in
In one embodiment of the system 233, the system 233 preferably includes a first clip assembly and a second clip assembly. For clarity of illustration, the two clip assemblies are identified by reference characters 20A and 20B in
It can be seen in
Those skilled in the art would also appreciate that the first and second tuned mass dampers at a particular installation preferably each have approximately the same length, and the slots 229A, 229B on each of the tuned mass dampers are spaced apart by the predetermined distance 231.
It will be understood that the two slots 229A, 229B on the second tuned mass damper 222S are each formed to at least partially receive the second engagement portion 70 of the second clamping arm 50 of each of the first and second clip assemblies 20A, 20B. The slots 229A, 229B are spaced apart by the predetermined distance 231, to locate the first and second clip assemblies 20A, 20B in preselected respective locations relating to the rail 30, spaced apart from each other by the predetermined distance 231.
It will be understood that the clip assembly 20 may be installed to hold the first and second tuned mass dampers 222F, 222S in the first and second pockets 212, 214 respectively by using the installation tool 80, as described above (
Those skilled in the art would appreciate that the rail frequencies generated at the first and second sides 26, 28 of the rail 30 by traffic over the rail may differ from each other. That is, the one or more rail frequencies may include one or more first rail frequencies associated with the first side 26 of the rail, and one or more second rail frequencies associated with the second side 28 of the rail. In these circumstances, the one or more damper elements 216 located in the first tuned mass damper 222F are formed to vibrate at a first damper frequency (or frequencies) that at least partially interferes with the first rail frequency (or frequencies, as the case may be). The one or more damper elements 216 located in the second tuned mass damper 222S are formed to vibrate at a second damper frequency (or frequencies) that at least partially interferes with the one or more second rail frequency (or frequencies, as the case may be).
The invention preferably also includes a method of reducing airborne vibrations generated upon movement of wheels over a rail. The first and second tuned mass dampers are formed to dampen airborne vibrations at the one or more rail frequencies. The first and second tuned mass dampers are positioned in the first and second pockets, and one or more clip assemblies are provided, to secure the first and second tuned mass dampers therein. The one or more clip assemblies are installed to engage the first and second tuned mass dampers, to secure the first and second tuned mass dampers in the first and second pockets respectively.
It will be appreciated by those skilled in the art that the invention can take many forms, and that such forms are within the scope of the invention as claimed. The scope of the claims should not be limited by the preferred embodiments set forth in the examples, but should be given the broadest interpretation consistent with the description as a whole.
This application is a continuation-in-part of U.S. patent application Ser. No. 16/133,244, filed on Sep. 17, 2018, which is hereby incorporated herein by reference in its entirety.
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Number | Date | Country |
---|---|---|
1015698 | Apr 2004 | EP |
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Number | Date | Country | |
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20200087862 A1 | Mar 2020 | US |
Number | Date | Country | |
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Parent | 16133244 | Sep 2018 | US |
Child | 16363185 | US |