JP2018012373A - Yaw damper device for railway vehicle - Google Patents

Yaw damper device for railway vehicle Download PDF

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JP2018012373A
JP2018012373A JP2016141833A JP2016141833A JP2018012373A JP 2018012373 A JP2018012373 A JP 2018012373A JP 2016141833 A JP2016141833 A JP 2016141833A JP 2016141833 A JP2016141833 A JP 2016141833A JP 2018012373 A JP2018012373 A JP 2018012373A
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yaw damper
coefficient
damping coefficient
railway vehicle
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JP6673073B2 (en
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陽介 山崎
Yosuke Yamazaki
陽介 山崎
将明 水野
Masaaki Mizuno
将明 水野
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Nippon Steel Corp
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Nippon Steel and Sumitomo Metal Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a yaw damper device for a railway vehicle capable of reducing a lateral pressure applied to vehicle wheels when the railway vehicle travels in a transition curve section of a curved railroad.SOLUTION: A yaw damper device 100 of the invention comprises: a yaw damper 1 attached between a vehicle body 3 and each of carriages 4 in a pair; controlling means 2 for switching a damper coefficient of the yaw damper between a first damper coefficient and a second damper coefficient, which is a non-zero value smaller than the first damper coefficient. When the railway vehicle travels in an entrance side transition curve section, the control means switches the damper coefficient of the yaw damper attached to a front side carriage to the second damper coefficient, while switching the damper coefficient of the yaw damper attached to a rear side carriage to the first damper coefficient. When the railway vehicle travels in an exit side transition curve section, the control means switches the damper coefficient of the yaw damper attached to the front side carriage to the first damper coefficient, while switching the damper coefficient of the yaw damper attached to the rear side carriage to the second damper coefficient.SELECTED DRAWING: Figure 1

Description

本発明は、鉄道車両に用いられるヨーダンパ装置に関する。   The present invention relates to a yaw damper device used in a railway vehicle.

従来、鉄道車両には、直線軌道を高速走行する際の台車の蛇行動を抑制するためにヨーダンパが用いられる場合がある。ヨーダンパは、鉄道車両の左右において車体と台車との間に取付けられ、軌道不整やレールの継ぎ目などの軌道からの加振によって発生するヨーイング(台車が車体に対して上下軸周りに回転振動する現象)を速やかに減衰させるために用いられている。このため、ヨーダンパの減衰力(減衰係数)は大きい方が高速走行の安定性の観点からは有効である。なお、一般に、ヨーダンパの減衰力は、車体と台車との速度差にヨーダンパの減衰係数を乗算して得られる。   Conventionally, in a railway vehicle, a yaw damper is sometimes used in order to suppress the snake behavior of a carriage when traveling on a straight track at a high speed. Yaw dampers are installed between the car body and the carriage on the left and right sides of the railway vehicle, and yawing generated by vibration from the track such as irregular tracks and rail joints (a phenomenon in which the carriage rotates and vibrates around the vertical axis with respect to the car body). ) Is quickly attenuated. Therefore, a larger damping force (attenuation coefficient) of the yaw damper is more effective from the viewpoint of stability at high speeds. In general, the damping force of the yaw damper is obtained by multiplying the speed difference between the vehicle body and the carriage by the damping coefficient of the yaw damper.

一方、車庫や駅及びそれに付帯する線区又は地下鉄路線等においては曲線半径の小さな曲線軌道が設置されていることが多く、このような曲線軌道を走行する場合には車体と台車との間には上下軸周りに相対的な回転変位が生じる。この際、車体と台車との間の相対的な回転角度は、走行する曲線軌道の曲線半径に応じて幾何学的に決まる角度となるのが望ましい。すなわち、車輪がレールの接線方向を向いて、いわゆるアタック角(輪軸が進行する向きと軌道の向きとの相対的な角度差)が0度となるまで台車が回転するのが、曲線軌道の走行性能上は最適な状態である。   On the other hand, in a garage, a station, and an accompanying line or subway line, a curved track with a small curve radius is often installed, and when traveling on such a curved track, there is a gap between the vehicle body and the carriage. Causes a relative rotational displacement around the vertical axis. At this time, it is desirable that the relative rotation angle between the vehicle body and the carriage is an angle determined geometrically in accordance with the curve radius of the traveling curved track. That is, when the wheel turns in the tangential direction of the rail and the so-called attack angle (the relative angle difference between the direction in which the wheel travels and the direction of the track) becomes 0 degrees, the carriage rotates on the curved track. It is in an optimal state in terms of performance.

しかしながら、実際には、車輪とレールとの間の摩擦力に起因して生じる接線力(車輪とレールとの間に作用する前後方向のクリープ力)と、空気ばねの回転抵抗及びヨーダンパの回転抵抗とのつりあい位置までしか台車は回転しない。すなわち、アタック角は0度にはならない。特に、直線区間と円曲線区間とを繋ぐ緩和曲線区間を鉄道車両が走行する際に、輪軸のアタック角が大きくなることで横圧が大きくなるのに加えて、軌道のねじれに伴い輪重が抜けやすいため、例えば乗り上がり脱線が生じる危険性が増すことが知られている。   However, in reality, the tangential force caused by the frictional force between the wheel and the rail (the creep force acting in the front-rear direction acting between the wheel and the rail), the rotational resistance of the air spring and the rotational resistance of the yaw damper The carriage only rotates to the balance position. That is, the attack angle is not 0 degree. In particular, when a railway vehicle travels along a relaxation curve section connecting a straight section and a circular curve section, the lateral pressure increases due to the increase in the attack angle of the wheel axle, and the wheel load increases due to the twisting of the track. It is known that the risk of getting on and off, for example, increases due to easy removal.

上記のような問題を解決するため、例えば、特許文献1に記載のヨーダンパ装置が提案されている。
特許文献1に記載のヨーダンパ装置は、直線軌道における高速走行の安定性と小曲線軌道の走行性能という相反する2つの問題を解決するために、ヨーダンパの減衰力を可変とし、高速走行時にはヨーダンパの減衰力を大きくし(有効にし)、小曲線軌道の走行時には減衰力を開放する(無効にする)ものである(例えば、特許文献1の段落0013)。
より具体的には、特許文献1に記載のヨーダンパ装置においては、鉄道車両が緩和曲線区間(入口側緩和曲線区間)に進入する際に、制御装置がヨーダンパに取り付けられた電磁弁に信号を与え、ヨーダンパの減衰力を開放する。一方、鉄道車両が緩和曲線区間(出口側緩和曲線区間)を脱出する際に、制御装置がヨーダンパに取り付けられた電磁弁に信号を与え、ヨーダンパの減衰力を回復させている(例えば、特許文献1の段落0016)。
換言すれば、特許文献1に記載のヨーダンパ装置においては、入口側緩和曲線区間、円曲線区間及び出口側緩和曲線区間ではヨーダンパの減衰力を無効にし、それ以外の直線区間ではヨーダンパの減衰力を有効にしているといえる。
In order to solve the above problems, for example, a yaw damper device described in Patent Document 1 has been proposed.
In order to solve the two conflicting problems of the stability of high-speed traveling on a straight track and the traveling performance of a small-curved track, the yaw damper device described in Patent Document 1 makes the damping force of the yaw damper variable, and the yaw damper The damping force is increased (validated), and the damping force is released (invalidated) when traveling on a small curved track (for example, paragraph 0013 of Patent Document 1).
More specifically, in the yaw damper device described in Patent Document 1, when the railway vehicle enters the relaxation curve section (entrance side relaxation curve section), the control device gives a signal to the electromagnetic valve attached to the yaw damper. Release the damping force of the yaw damper. On the other hand, when the railway vehicle escapes from the relaxation curve section (exit-side relaxation curve section), the control device gives a signal to the electromagnetic valve attached to the yaw damper to recover the damping force of the yaw damper (for example, Patent Document) 1 paragraph 0016).
In other words, in the yaw damper device described in Patent Literature 1, the damping force of the yaw damper is invalidated in the inlet side relaxation curve section, the circular curve section, and the outlet side relaxation curve section, and the damping force of the yaw damper is set in the other straight sections. It can be said that it is effective.

特許文献1に記載のヨーダンパ装置によれば、鉄道車両が直線区間を走行する際にはヨーダンパの減衰力が有効であるため、高速走行の安定性を確保できる。また、特許文献1に記載のヨーダンパ装置のように、鉄道車両が円曲線区間を走行する際にヨーダンパの減衰力を無効にすることで、ヨーダンパの回転抵抗が無くなり、ヨーダンパの減衰力を有効にする場合よりも輪軸のアタック角を小さくできるので、円曲線区間で車輪に生じ得る横圧を低減可能であると考えられる。
しかしながら、本発明者らが見出した知見によれば、特許文献1に記載のヨーダンパ装置のように、鉄道車両が緩和曲線区間を走行する際にヨーダンパの減衰力を無効にしても、緩和曲線区間で車輪に生じる横圧は必ずしも十分に低減するわけではない。このため、乗り上がり脱線が生じる危険性を排除できないという問題がある。
According to the yaw damper device described in Patent Literature 1, when the railway vehicle travels in a straight section, the damping force of the yaw damper is effective, so that stability at high speed travel can be ensured. Further, as in the case of the yaw damper device described in Patent Document 1, when the railway vehicle travels in a circular curve section, the damping force of the yaw damper is invalidated, thereby eliminating the rotational resistance of the yaw damper and making the damping force of the yaw damper effective. Since the attack angle of the wheel shaft can be made smaller than that in the case of doing so, it is considered that the lateral pressure that can be generated on the wheel in the circular curve section can be reduced.
However, according to the knowledge found by the present inventors, even if the damping force of the yaw damper is invalidated when the railway vehicle travels in the relaxation curve section like the yaw damper device described in Patent Document 1, the relaxation curve section However, the lateral pressure generated in the wheel is not necessarily reduced sufficiently. For this reason, there is a problem that it is not possible to eliminate the risk of climbing derailment.

特開2006−282059号公報JP 2006-282059 A

本発明は、上記のような従来技術の問題点を解決するためになされたものであり、鉄道車両が曲線軌道の緩和曲線区間を走行する際に車輪に生じる横圧を低減可能な鉄道車両用ヨーダンパ装置を提供することを課題とする。   The present invention has been made to solve the above-described problems of the prior art, and is intended for a railway vehicle that can reduce the lateral pressure generated on the wheels when the railway vehicle travels on a relaxation curve section of a curved track. It is an object to provide a yaw damper device.

前記課題を解決するため、本発明者らは、車体と、車体に連結された前後一対の台車とを具備する鉄道車両において、車体と1対の台車のそれぞれとの間にヨーダンパが取り付けられている場合を想定し、この鉄道車両が、入口側直線区間、入口側緩和曲線区間、円曲線区間、出口側緩和曲線区間及び出口側直線区間からなる軌道を走行する際の運動解析を行って鋭意検討を重ねた結果、以下の知見を得た。
(1)鉄道車両が入口緩和曲線区間を走行する際に、後側の台車に取り付けられたヨーダンパの減衰力を無効又は小さくした場合(ヨーダンパの減衰係数を0又は小さくした場合)、後側の台車の向き(後側の台車が具備する車輪が進行する向き)が軌道の向き(レールの接線方向)に沿わない状態となるため、後側の台車が具備する前側の輪軸の外軌側の車輪に生じる横圧が低減しない。この横圧を低減するには、後側の台車に取り付けられたヨーダンパの減衰力(減衰係数)を直線区間を走行する場合と同じように大きくして、後側の台車の向きが軌道の向きに沿うような向きのモーメントを後側の台車に与えてやればよい。一方、前側の台車に取り付けられたヨーダンパの減衰力(減衰係数)は小さいままでよい。
(2)鉄道車両が出口緩和曲線区間を走行する際に、前側の台車に取り付けられたヨーダンパの減衰力を無効又は小さくした場合(ヨーダンパの減衰係数を0又は小さくした場合)、前側の台車の向き(前側の台車が具備する車輪が進行する向き)が軌道の向き(レールの接線方向)に沿わない状態となるため、前側の台車が具備する前側の輪軸の外軌側の車輪に生じる横圧が低減しない。この横圧を低減するには、前側の台車に取り付けられたヨーダンパの減衰力(減衰係数)を直線区間を走行する場合と同じように大きくして、前側の台車の向きが軌道の向きに沿うような向きのモーメントを前側の台車に与えてやればよい。一方、後側の台車に取り付けられたヨーダンパの減衰力(減衰係数)は小さいままでよい。
In order to solve the above-mentioned problems, the present inventors have provided a railway vehicle having a vehicle body and a pair of front and rear trucks connected to the vehicle body, wherein a yaw damper is attached between the vehicle body and each of the pair of carriages. If this railway vehicle travels on a track consisting of an entrance-side straight section, an entrance-side relaxation curve section, a circular curve section, an exit-side relaxation curve section, and an exit-side straight section, it will perform intensive analysis. As a result of repeated studies, the following knowledge was obtained.
(1) When the railway vehicle travels through the entrance relaxation curve section, when the damping force of the yaw damper attached to the rear carriage is invalid or small (when the damping coefficient of the yaw damper is 0 or small), Since the direction of the bogie (the direction in which the wheel of the rear bogie travels) does not follow the direction of the track (the tangential direction of the rail), the outer wheel side of the front wheel shaft of the rear bogie The lateral pressure generated on the wheels is not reduced. In order to reduce this lateral pressure, the damping force (damping coefficient) of the yaw damper attached to the rear carriage is increased in the same way as when traveling in a straight section, and the rear carriage is oriented toward the track. It is only necessary to apply a moment in the direction along the rear to the rear carriage. On the other hand, the damping force (damping coefficient) of the yaw damper attached to the front carriage may remain small.
(2) When the railway vehicle travels in the exit relaxation curve section, if the damping force of the yaw damper attached to the front bogie is invalid or small (when the damping coefficient of the yaw damper is 0 or small), Since the direction (direction in which the wheel of the front carriage travels) does not follow the direction of the track (the tangential direction of the rail), the side generated on the outer-rail side wheel of the front wheel shaft of the front carriage Pressure does not decrease. In order to reduce this lateral pressure, the damping force (damping coefficient) of the yaw damper attached to the front carriage is increased in the same manner as when traveling in a straight section, and the front carriage follows the direction of the track. A moment in such a direction may be applied to the front carriage. On the other hand, the damping force (damping coefficient) of the yaw damper attached to the rear carriage may remain small.

本発明は、上記の本発明者らの知見に基づき完成したものである。
すなわち、前記課題を解決するため、本発明は、車体と、該車体に連結された前後1対の台車とを具備する鉄道車両に用いられるヨーダンパ装置であって、前記車体と前記1対の台車のそれぞれとの間に取り付けられたヨーダンパと、前記ヨーダンパの減衰係数を第1減衰係数と該第1減衰係数よりも小さく且つ0より大きい第2減衰係数との間で切り替え制御する制御手段とを備え、前記制御手段は、前記鉄道車両が曲線軌道の入口側緩和曲線区間を走行する際には、前側の前記台車に取り付けられた前記ヨーダンパの減衰係数を前記第2減衰係数にする一方、後側の前記台車に取り付けられた前記ヨーダンパの減衰係数を前記第1減衰係数にし、前記鉄道車両が曲線軌道の出口側緩和曲線区間を走行する際には、前側の前記台車に取り付けられた前記ヨーダンパの減衰係数を前記第1減衰係数にする一方、後側の前記台車に取り付けられた前記ヨーダンパの減衰係数を前記第2減衰係数にする、ことを特徴とする鉄道車両用ヨーダンパ装置を提供する。
The present invention has been completed based on the above-mentioned findings of the present inventors.
That is, in order to solve the above-described problem, the present invention provides a yaw damper device used in a railway vehicle including a vehicle body and a pair of front and rear trucks coupled to the vehicle body, the vehicle body and the pair of carriages. And a control means for switching and controlling a damping coefficient of the yaw damper between a first damping coefficient and a second damping coefficient smaller than the first damping coefficient and larger than 0. And the control means uses the yaw damper attached to the carriage on the front side as the second damping coefficient when the railway vehicle travels on the entrance side relaxation curve section of the curved track. The damping coefficient of the yaw damper attached to the trolley on the side is set to the first damping coefficient, and when the railway vehicle travels on the exit side relaxation curve section of the curved track, it is attached to the trolley on the front side. The yaw damper device for a railway vehicle is characterized in that the attenuation coefficient of the yaw damper is the first attenuation coefficient, and the attenuation coefficient of the yaw damper attached to the carriage on the rear side is the second attenuation coefficient. I will provide a.

本発明に係るヨーダンパ装置によれば、鉄道車両が曲線軌道の入口側緩和曲線区間を走行する際には、制御手段が、前側の台車に取り付けられたヨーダンパの減衰係数を第2減衰係数にする一方、後側の台車に取り付けられたヨーダンパの減衰係数を第1減衰係数にする。第1減衰係数は通常の減衰係数(直線軌道における台車の蛇行動を抑制するために作用させる減衰力を発生させるための減衰係数と同じ減衰係数であり、例えば、ヨーダンパが有する最大減衰係数)にすることができ、第2減衰係数は第1減衰係数よりも小さな減衰係数(ただし、0より大きい)である。すなわち、後側の台車には第1減衰係数によって発生する大きな減衰力が作用するため、後側の台車の向きが軌道の向きに沿うような向きのモーメントが後側の台車に与えられる結果、後側の台車が具備する前側の輪軸の外軌側の車輪に生じる横圧が低減する。
また、鉄道車両が曲線軌道の出口側緩和曲線区間を走行する際には、制御手段が、前側の台車に取り付けられたヨーダンパの減衰係数を第1減衰係数にする一方、後側の台車に取り付けられたヨーダンパの減衰係数を第2減衰係数にする。すなわち、前側の台車には第1減衰係数によって発生する大きな減衰力が作用するため、前側の台車の向きが軌道の向きに沿うような向きのモーメントが前側の台車に与えられる結果、前側の台車が具備する前側の輪軸の外軌側の車輪に生じる横圧が低減する。
以上のように、本発明に係るヨーダンパ装置によれば、鉄道車両が曲線軌道の緩和曲線区間を走行する際に車輪に生じる横圧を低減可能であるため、曲線軌道の走行性能を向上させることが可能である。
なお、ヨーダンパの減衰係数を第2減衰係数に切り替えた場合における当該ヨーダンパの回転抵抗を小さくするには、第1減衰係数に対して第2減衰係数をできるだけ小さくすることが好ましい。具体的には、第1減衰係数を基準値である1とした場合に、第2減衰係数はその3割の大きさである0.3以下に設定することが好ましく、0.2以下に設定することがより好ましく、0.1以下に設定することが最も好ましい。
According to the yaw damper device according to the present invention, when the railway vehicle travels on the entrance side relaxation curve section of the curved track, the control means sets the attenuation coefficient of the yaw damper attached to the front carriage to the second attenuation coefficient. On the other hand, the damping coefficient of the yaw damper attached to the rear carriage is set to the first damping coefficient. The first damping coefficient is a normal damping coefficient (the same damping coefficient as that for generating damping force that acts to suppress the snake behavior of the carriage in a straight track, for example, the maximum damping coefficient of the yaw damper). The second attenuation coefficient is a smaller attenuation coefficient (but greater than 0) than the first attenuation coefficient. That is, since a large damping force generated by the first damping coefficient acts on the rear carriage, a moment is applied to the rear carriage so that the direction of the rear carriage follows the direction of the track. Lateral pressure generated on the outer wheel side wheel of the front wheel shaft of the rear carriage is reduced.
Further, when the railway vehicle travels on the exit side relaxation curve section of the curved track, the control means sets the damping coefficient of the yaw damper attached to the front carriage to the first damping coefficient, and attaches to the rear carriage. The attenuation coefficient of the obtained yaw damper is set to the second attenuation coefficient. That is, since a large damping force generated by the first damping coefficient acts on the front carriage, a moment is applied to the front carriage so that the direction of the front carriage follows the direction of the track. The lateral pressure generated in the outer wheel side wheel of the front wheel shaft included in is reduced.
As described above, according to the yaw damper device according to the present invention, it is possible to reduce the lateral pressure generated in the wheels when the railway vehicle travels in the relaxation curve section of the curved track, so that the traveling performance of the curved track is improved. Is possible.
In order to reduce the rotational resistance of the yaw damper when the damping coefficient of the yaw damper is switched to the second damping coefficient, it is preferable to make the second damping coefficient as small as possible with respect to the first damping coefficient. Specifically, when the first attenuation coefficient is set to 1, which is a reference value, the second attenuation coefficient is preferably set to 0.3 or less, which is 30%, and set to 0.2 or less. It is more preferable to set it to 0.1 or less.

好ましくは、前記制御手段は、前記鉄道車両が曲線軌道の円曲線区間を走行する際には、前側の前記台車に取り付けられた前記ヨーダンパの減衰係数を前記第2減衰係数にすると共に、後側の前記台車に取り付けられた前記ヨーダンパの減衰係数も前記第2減衰係数にする。   Preferably, when the railway vehicle travels in a circular curve section of a curved track, the control means sets the attenuation coefficient of the yaw damper attached to the front carriage to the second attenuation coefficient, and The damping coefficient of the yaw damper attached to the cart is also set to the second damping coefficient.

上記の好ましい構成によれば、鉄道車両が曲線軌道の円曲線区間を走行する際には、制御手段が、前側及び後側の台車にそれぞれ取り付けられたヨーダンパの減衰係数を双方共に小さな第2減衰係数にするため、前側及び後側の台車の双方に第2減衰係数によって発生する小さな減衰力が作用することになる。このため、特許文献1に記載のヨーダンパ装置と同様に、1対の台車が具備する何れの車輪に生じ得る横圧も低減する。   According to the above preferred configuration, when the railway vehicle travels on the circular curve section of the curved track, the control means reduces the attenuation coefficient of the yaw damper attached to each of the front and rear carriages to the second attenuation. In order to obtain a coefficient, a small damping force generated by the second damping coefficient acts on both the front and rear carts. For this reason, as with the yaw damper device described in Patent Document 1, the lateral pressure that can be generated on any wheel of the pair of carriages is reduced.

好ましくは、前記制御手段は、前記鉄道車両が直線軌道を走行する際には、前側の前記台車に取り付けられた前記ヨーダンパの減衰係数を前記第1減衰係数にすると共に、後側の前記台車に取り付けられた前記ヨーダンパの減衰係数も前記第1減衰係数にする。   Preferably, when the railway vehicle travels on a straight track, the control means sets the damping coefficient of the yaw damper attached to the front carriage to the first damping coefficient and applies to the rear carriage. The damping coefficient of the attached yaw damper is also set to the first damping coefficient.

上記の好ましい構成によれば、鉄道車両が直線軌道を走行する際には、前側及び後側の台車の双方に第1減衰係数によって発生する大きな減衰力が作用することになる。このため、大きな減衰力でヨーイングが減衰するため、鉄道車両の高速走行の安定性を確保することができる。   According to the above preferred configuration, when the railway vehicle travels on a straight track, a large damping force generated by the first damping coefficient acts on both the front and rear carts. For this reason, yawing is attenuated by a large damping force, so that the stability of the railway vehicle at high speed can be ensured.

本発明に係るヨーダンパ装置が備えるヨーダンパの減衰係数を第1減衰係数と第2減衰係数との間で切り替えるためは、開度調整可能なオリフィスが設けられたヨーダンパを採用することが好ましい。
すなわち、好ましくは、前記ヨーダンパは、ピストンと、該ピストンが内部を移動するシリンダとを具備し、前記シリンダの内部は、前記ピストンの先端部によって第1室及び第2室に区画され、前記ピストンの先端部には、前記第1室と前記第2室とを連通させ、開度調整可能なオリフィスが設けられており、前記制御手段は、前記オリフィスの開度を調整することにより、前記ヨーダンパの減衰係数を前記第1減衰係数と前記第2減衰係数との間で切り替え制御する。
In order to switch the damping coefficient of the yaw damper provided in the yaw damper device according to the present invention between the first damping coefficient and the second damping coefficient, it is preferable to employ a yaw damper provided with an orifice whose opening degree can be adjusted.
That is, preferably, the yaw damper includes a piston and a cylinder in which the piston moves, and the inside of the cylinder is partitioned into a first chamber and a second chamber by a tip portion of the piston. The front end portion is provided with an orifice that allows the first chamber and the second chamber to communicate with each other and the opening degree of which can be adjusted, and the control means adjusts the opening degree of the orifice to thereby adjust the yaw damper. The attenuation coefficient is switched between the first attenuation coefficient and the second attenuation coefficient.

上記の好ましい構成によれば、比較的簡易な構成でヨーダンパの減衰係数を切り替え制御可能である。   According to the preferable configuration described above, the damping coefficient of the yaw damper can be switched and controlled with a relatively simple configuration.

本発明に係るヨーダンパ装置によれば、鉄道車両が曲線軌道の緩和曲線区間を走行する際に車輪に生じる横圧を低減可能であるため、曲線軌道の走行性能を向上させることが可能である。このため、鉄道車両に乗り上がり脱線が生じる危険性を排除することが可能である。   According to the yaw damper device according to the present invention, it is possible to reduce the lateral pressure generated in the wheels when the railway vehicle travels along the relaxation curve section of the curved track, so that it is possible to improve the traveling performance of the curved track. For this reason, it is possible to eliminate the risk of getting on the railway vehicle and causing derailment.

本発明の一実施形態に係る鉄道車両用ヨーダンパ装置の概略構成を説明する模式図である。It is a mimetic diagram explaining a schematic structure of a yaw damper device for rail vehicles concerning one embodiment of the present invention. 本発明の一実施形態に係る鉄道車両用ヨーダンパ装置が取り付けられた鉄道車両の車体及び台車と曲線軌道との位置関係を模式的に説明する模式図である。It is a schematic diagram which illustrates typically the positional relationship between the vehicle body and carriage of a railway vehicle to which a yaw damper device for a railway vehicle according to an embodiment of the present invention is attached, and a curved track. 従来技術1のヨーダンパ装置が取り付けられた鉄道車両の車体及び台車と曲線軌道との位置関係を模式的に説明する模式図である。It is a schematic diagram which illustrates typically the positional relationship of the vehicle body of a railway vehicle with which the yaw damper apparatus of the prior art 1 was attached, a trolley | bogie, and a curved track. 従来技術2のヨーダンパ装置が取り付けられた鉄道車両の車体及び台車と曲線軌道との位置関係を模式的に説明する模式図である。It is a schematic diagram which illustrates typically the positional relationship of the vehicle body of a railway vehicle with which the yaw damper apparatus of the prior art 2 was attached, a trolley | bogie, and a curved track. 鉄道車両が走行する軌道を構成する各区間における、本発明の一実施形態に係るヨーダンパ装置、従来技術1のヨーダンパ装置及び従来技術2のヨーダンパ装置のそれぞれが備えるヨーダンパの減衰係数の状態を纏めたものである。The state of the damping coefficient of the yaw damper included in each of the yaw damper device according to the embodiment of the present invention, the yaw damper device of the prior art 1 and the yaw damper device of the prior art 2 in each section constituting the track on which the railway vehicle travels is summarized. Is. 運動解析によって横圧を評価する際に用いた軌道条件及び走行条件を示す。The track conditions and running conditions used when evaluating the lateral pressure by motion analysis are shown. 本発明の一実施形態に係るヨーダンパ装置を用いた場合と、従来技術1のヨーダンパ装置を用いた場合とについて、運動解析によって得られた車輪に生じる横圧を対比した結果の一例を示す。An example of the result of comparing the lateral pressure generated in the wheel obtained by the motion analysis in the case of using the yaw damper device according to the embodiment of the present invention and the case of using the yaw damper device of the prior art 1 is shown. 本発明の一実施形態に係るヨーダンパ装置を用いた場合と、従来技術2のヨーダンパ装置を用いた場合とについて、運動解析によって得られた車輪に生じる横圧(前側の台車が具備する前側の輪軸の外軌側の車輪に生じる横圧)を対比した結果の一例を示す。The lateral pressure generated in the wheel obtained by the motion analysis (the front wheel shaft included in the front carriage) when the yaw damper device according to the embodiment of the present invention is used and when the yaw damper device of the prior art 2 is used. An example of the result of comparison of the lateral pressure generated on the wheel on the outer gauge side of the wheel is shown. 本発明の一実施形態に係るヨーダンパ装置を用いた場合と、従来技術2のヨーダンパ装置を用いた場合とについて、運動解析によって得られた車輪に生じる横圧(後側の台車が具備する前側の輪軸の外軌側の車輪に生じる横圧)を対比した結果の一例を示す。In the case of using the yaw damper device according to the embodiment of the present invention and the case of using the yaw damper device of the prior art 2, the lateral pressure generated in the wheel obtained by the motion analysis (the front side of the rear carriage is provided) An example of the result of comparing the lateral pressure generated on the wheel on the outer rail side of the wheel shaft is shown.

以下、添付図面を適宜参照しつつ、本発明の一実施形態について説明する。   Hereinafter, an embodiment of the present invention will be described with reference to the accompanying drawings as appropriate.

<本実施形態に係るヨーダンパ装置の構成及び動作>
図1は、本発明の一実施形態に係る鉄道車両用ヨーダンパ装置の概略構成を説明する模式図である。図1(a)は全体の概略構成を示す図であり、図1(b)はヨーダンパの概略構成を示す断面図である。
図1(a)に示すように、本実施形態に係る鉄道車両用ヨーダンパ装置(以下、適宜、単に「ヨーダンパ装置」という)100は、車体3と、車体3に連結された台車4とを具備する鉄道車両に用いられるものである。図1(a)では、便宜上、1台の台車4のみを図示しているが、実際には、車体3に前後(図1の紙面の左右)1対の台車4が連結されている。
台車4は、前後1対の輪軸4a、4bと、台車枠4cと、車体3と台車枠4cとを連結し車体3を支持する空気ばね4dとを具備する。台車4が具備する上記の構成要素及びその他の構成要素は、周知慣用の台車と同様であるため、その詳細な説明は省略する。
ヨーダンパ装置100は、車体3と1対の台車4(具体的には、台車枠4c)のそれぞれとの間に取り付けられたヨーダンパ1と、ヨーダンパ1の減衰係数を切り替え制御する制御手段2とを備えている。
<Configuration and Operation of Yaw Damper Device According to this Embodiment>
FIG. 1 is a schematic diagram illustrating a schematic configuration of a railway vehicle yaw damper device according to an embodiment of the present invention. FIG. 1A is a diagram showing an overall schematic configuration, and FIG. 1B is a cross-sectional view showing the schematic configuration of a yaw damper.
As shown in FIG. 1A, a railway vehicle yaw damper device (hereinafter simply referred to as “yaw damper device”) 100 according to the present embodiment includes a vehicle body 3 and a carriage 4 connected to the vehicle body 3. Used for railway vehicles. In FIG. 1A, only one carriage 4 is shown for convenience, but in reality, a pair of carriages 4 are connected to the vehicle body 3 in the front-rear direction (left and right in FIG. 1).
The carriage 4 includes a pair of front and rear wheel shafts 4 a and 4 b, a carriage frame 4 c, and an air spring 4 d that connects the vehicle body 3 and the carriage frame 4 c and supports the vehicle body 3. Since the above-described components and other components included in the cart 4 are the same as those of a well-known and conventional cart, detailed description thereof is omitted.
The yaw damper device 100 includes a yaw damper 1 attached between the vehicle body 3 and each of the pair of carriages 4 (specifically, the carriage frame 4c), and control means 2 for switching and controlling the attenuation coefficient of the yaw damper 1. I have.

ヨーダンパ1は、各台車4の左右(図1の紙面の手前側及び奥側)にそれぞれ1つずつ取り付けられている。図1(b)に示すように、本実施形態のヨーダンパ1は、ピストン11と、ピストン11が内部を移動する(前後方向に移動する)シリンダ12とを具備する。シリンダ12の内部は、ピストン11の先端部(シリンダ12側の端部)によって第1室12a及び第2室12bに区画されており、第1室12a及び第2室12bにはそれぞれオイル等の粘性流体13が封入されている。ピストン11の先端部には、第1室12aと第2室12bとを連通させるオリフィス14が設けられている。ヨーダンパ1が図1(b)の上図に示す状態から収縮(ピストン11が第1室12a側に移動)して図1(b)の下図に示す状態に変化する過程において、第1室12a内の粘性流体13の圧力が上昇し、第1室12a内の粘性流体13は、オリフィス14を矢符13aの方向に通過して第2室12b内に移動する。この際、オリフィス14を通過する粘性流体13の粘性抵抗により、ピストン11には、粘性流体13の移動方向13aと同方向の抵抗力(減衰力)Fが付与される。逆に、ヨーダンパ1が伸長(ピストン11が第2室12b側に移動)する過程においては、ピストン11には、上記の抵抗力Fとは逆方向の抵抗力(減衰力)が付与されることになる。   One yaw damper 1 is attached to each of the left and right sides (the front side and the back side of the sheet of FIG. 1) of each carriage 4. As shown in FIG. 1B, the yaw damper 1 of the present embodiment includes a piston 11 and a cylinder 12 in which the piston 11 moves (moves in the front-rear direction). The inside of the cylinder 12 is partitioned into a first chamber 12a and a second chamber 12b by a tip end portion (end portion on the cylinder 12 side) of the piston 11, and each of the first chamber 12a and the second chamber 12b contains oil or the like. A viscous fluid 13 is enclosed. An orifice 14 is provided at the tip of the piston 11 to communicate the first chamber 12a and the second chamber 12b. In the process in which the yaw damper 1 contracts from the state shown in the upper diagram of FIG. 1B (the piston 11 moves to the first chamber 12a side) and changes to the state shown in the lower diagram of FIG. 1B, the first chamber 12a The pressure of the viscous fluid 13 inside increases, and the viscous fluid 13 in the first chamber 12a passes through the orifice 14 in the direction of the arrow 13a and moves into the second chamber 12b. At this time, due to the viscous resistance of the viscous fluid 13 passing through the orifice 14, a resistance force (damping force) F in the same direction as the moving direction 13 a of the viscous fluid 13 is applied to the piston 11. Conversely, in the process in which the yaw damper 1 extends (the piston 11 moves to the second chamber 12b side), a resistance force (damping force) in the direction opposite to the resistance force F is applied to the piston 11. become.

本実施形態のヨーダンパ1としては、減衰係数可変型のヨーダンパが用いられている。具体的には、ヨーダンパ1が具備するピストン11に設けられたオリフィス14が、開度が調整可能な可変オリフィス(流量調整弁)になっており、オリフィス14の開度を調整することで減衰係数を調整し、ピストン11に付与される減衰力を調整可能である。すなわち、オリフィス14の開度を相対的に小さくすることで、オリフィス14を通過する粘性流体13の粘性抵抗が増加するため、減衰係数は相対的に大きくなり、ピストン11に付与される減衰力が相対的に大きくなる。一方、オリフィス14の開度を相対的に大きくすることで、オリフィス14を通過する粘性流体13の粘性抵抗が減少するため、減衰係数は相対的に小さくなり、ピストン11に付与される減衰力が相対的に小さくなる。   As the yaw damper 1 of the present embodiment, a variable attenuation coefficient type yaw damper is used. Specifically, the orifice 14 provided in the piston 11 of the yaw damper 1 is a variable orifice (flow rate adjusting valve) whose opening degree can be adjusted, and the damping coefficient can be obtained by adjusting the opening degree of the orifice 14. The damping force applied to the piston 11 can be adjusted. That is, by making the opening of the orifice 14 relatively small, the viscous resistance of the viscous fluid 13 passing through the orifice 14 increases, so that the damping coefficient becomes relatively large, and the damping force applied to the piston 11 is increased. It becomes relatively large. On the other hand, since the viscous resistance of the viscous fluid 13 passing through the orifice 14 is decreased by relatively increasing the opening degree of the orifice 14, the damping coefficient becomes relatively small, and the damping force applied to the piston 11 is reduced. Relatively small.

制御手段2は、車体3に取り付けられたシーケンサ等から構成される。制御手段2は、ヨーダンパ1が具備するオリフィス14(流量調整弁)に対して制御信号を送信する。オリフィス14の開度は、制御手段2から受信した制御信号によって調整される。
本実施形態の制御手段2は、ヨーダンパ1の減衰係数を通常の減衰係数(直線軌道における台車4の蛇行動を抑制するために作用させる減衰力を発生させるための減衰係数と同じ減衰係数)である第1減衰係数と該第1減衰係数よりも小さく且つ0より大きい第2減衰係数との間で切り替え制御する。本実施形態では、オリフィス14の開度がその調整範囲の最小値である場合に生じる減衰係数(すなわち、ヨーダンパ1が有する最大減衰係数)が第1減衰係数として設定され、オリフィス14の開度が最小値よりも大きな所定値である場合に付与される減衰係数が第2減衰係数として設定されている。そして、制御手段2は、ヨーダンパ1の減衰係数を第1減衰係数にする場合には、オリフィス14の開度を最小値にするための制御信号を送信し、ヨーダンパ1の減衰係数を第2減衰係数にする場合には、オリフィス14の開度を最小値よりも大きな予め決められた所定値にするための制御信号を送信する。
The control means 2 is composed of a sequencer or the like attached to the vehicle body 3. The control means 2 transmits a control signal to the orifice 14 (flow rate adjusting valve) provided in the yaw damper 1. The opening degree of the orifice 14 is adjusted by a control signal received from the control means 2.
The control means 2 of this embodiment uses the normal damping coefficient (the same damping coefficient as the damping coefficient for generating a damping force that acts to suppress the serpentine behavior of the carriage 4 in a straight track) as the damping coefficient of the yaw damper 1. Switching control is performed between a certain first attenuation coefficient and a second attenuation coefficient smaller than the first attenuation coefficient and larger than zero. In the present embodiment, an attenuation coefficient (that is, the maximum attenuation coefficient of the yaw damper 1) generated when the opening of the orifice 14 is the minimum value of the adjustment range is set as the first attenuation coefficient, and the opening of the orifice 14 is The attenuation coefficient given when the predetermined value is larger than the minimum value is set as the second attenuation coefficient. Then, when the damping coefficient of the yaw damper 1 is set to the first damping coefficient, the control means 2 transmits a control signal for minimizing the opening degree of the orifice 14 and sets the damping coefficient of the yaw damper 1 to the second damping coefficient. In the case of using a coefficient, a control signal for making the opening degree of the orifice 14 a predetermined value larger than the minimum value is transmitted.

図2は、本実施形態に係るヨーダンパ装置100が取り付けられた鉄道車両の車体3及び台車4と曲線軌道Rとの位置関係を模式的に説明する模式図である。図2(a)は鉄道車両が曲線軌道Rの入口側緩和曲線区間を走行する場合の位置関係を、図2(b)は鉄道車両が曲線軌道Rの出口側緩和曲線区間を走行する場合の位置関係を示す。なお、図2において、ハッチングを施しているヨーダンパ1は減衰係数が第1減衰係数であることを、ハッチングを施していないヨーダンパ1は減衰係数が第2減衰係数であることを意味する。後述の図3についても同様である。後述の図4においては、ハッチングを施していないヨーダンパ1は減衰力が無効(実質的に減衰力が作用しない状態、すなわち減衰係数=0)であることを意味する。
図2(a)に示すように、鉄道車両が曲線軌道R(外軌R1、内軌R2)の入口側緩和曲線区間を走行する際、制御手段2(図2(a)には図示せず)は、前側の台車4Aに取り付けられたヨーダンパ1の減衰係数を第2減衰係数にする一方、後側の台車4Bに取り付けられたヨーダンパ1の減衰係数を第1減衰係数にする。具体的には、公知の手段(図示せず)によって検知された鉄道車両が現在走行している軌道情報が制御手段2に入力され、鉄道車両が入口側緩和曲線区間に進入した時点で、制御手段2から前側の台車4Aに取り付けられたヨーダンパ1が具備するオリフィス14に対して、その開度を予め決められた所定値にするための制御信号を送信し、当該ヨーダンパ1の減衰係数を第2減衰係数にする。一方、制御手段2から後側の台車4Bに取り付けられたヨーダンパ1が具備するオリフィス14に対して、その開度を最小値にするための制御信号を送信し、当該ヨーダンパ1の減衰係数を第1減衰係数にする。後側の台車4Bに取り付けられたヨーダンパ1の減衰係数を第1減衰係数にするため、後側の台車4Bの向き(図2(a)において矢符4Dで示す向き)が軌道Rの向き(図2(a)において矢符RDで示す向き)に沿うような向きのモーメント(図2(a)において白抜き矢符で示す向きのモーメント)が後側の台車4Bに与えられる結果、後側の台車4Bが具備する前側の輪軸4aの外軌R1側の車輪40Bに生じる横圧が低減する。
FIG. 2 is a schematic diagram for schematically explaining the positional relationship between the vehicle body 3 and the carriage 4 and the curved track R of the railway vehicle to which the yaw damper device 100 according to the present embodiment is attached. FIG. 2A shows the positional relationship when the railway vehicle runs on the entrance side relaxation curve section of the curved track R, and FIG. 2B shows the position relationship when the railway vehicle runs on the exit side relaxation curve section of the curved track R. Indicates the positional relationship. In FIG. 2, the hatched yaw damper 1 has a first attenuation coefficient, and the unyatched yaw damper 1 has a second attenuation coefficient. The same applies to FIG. 3 described later. In FIG. 4 described later, it means that the damping force of the yaw damper 1 that is not hatched is ineffective (a state in which the damping force does not substantially act, that is, the damping coefficient = 0).
As shown in FIG. 2 (a), when the railway vehicle travels on the inlet side relaxation curve section of the curved track R (the outer track R1, the inner track R2), the control means 2 (not shown in FIG. 2 (a)). ) Sets the attenuation coefficient of the yaw damper 1 attached to the front carriage 4A to the second attenuation coefficient, and sets the attenuation coefficient of the yaw damper 1 attached to the rear carriage 4B to the first attenuation coefficient. Specifically, when the railroad vehicle currently detected by known means (not shown) is input to the control means 2 and the railcar enters the entrance side relaxation curve section, the control is performed. A control signal for setting the opening degree to a predetermined value determined in advance is transmitted from the means 2 to the orifice 14 provided in the yaw damper 1 attached to the front carriage 4A, and the damping coefficient of the yaw damper 1 is set to the first value. 2 Decay coefficient. On the other hand, a control signal for minimizing the opening degree is transmitted from the control means 2 to the orifice 14 provided in the yaw damper 1 attached to the rear carriage 4B, and the damping coefficient of the yaw damper 1 is set to the first value. Set to 1 damping coefficient. In order to set the attenuation coefficient of the yaw damper 1 attached to the rear carriage 4B to the first attenuation coefficient, the direction of the rear carriage 4B (the direction indicated by the arrow 4D in FIG. 2A) is the direction of the track R ( As a result of applying a moment in the direction along the direction indicated by the arrow RD in FIG. 2A (the moment indicated by the white arrow in FIG. 2A) to the rear carriage 4B, the rear side The lateral pressure generated on the wheel 40B on the outer race R1 side of the front wheel shaft 4a included in the cart 4B is reduced.

一方、図2(b)に示すように、鉄道車両が曲線軌道Rの出口側緩和曲線区間を走行する際、制御手段2(図2(b)には図示せず)は、前側の台車4Aに取り付けられたヨーダンパ1の減衰係数を第1減衰係数にする一方、後側の台車4Bに取り付けられたヨーダンパ1の減衰係数を第2減衰係数にする。具体的には、公知の手段(図示せず)によって検知された鉄道車両が現在走行している軌道情報が制御手段2に入力され、鉄道車両が出口側緩和曲線区間に進入した時点で、制御手段2から前側の台車4Aに取り付けられたヨーダンパ1が具備するオリフィス14に対して、その開度を最小値にするための制御信号を送信し、当該ヨーダンパ1の減衰係数を第1減衰係数にする。一方、制御手段2から後側の台車4Bに取り付けられたヨーダンパ1が具備するオリフィス14に対して、その開度を予め決められた所定値にするための制御信号を送信し、当該ヨーダンパ1の減衰係数を第2減衰係数にする。前側の台車4Aに取り付けられたヨーダンパ1の減衰係数を第1減衰係数にするため、前側の台車4Aの向き(図2(b)において矢符4Dで示す向き)が軌道Rの向き(図2(b)において矢符RDで示す向き)に沿うような向きのモーメント(図2(b)において白抜き矢符で示す向きのモーメント)が前側の台車4Aに与えられる結果、前側の台車4Aが具備する前側の輪軸4aの外軌R1側の車輪40Aに生じる横圧が低減する。   On the other hand, as shown in FIG. 2 (b), when the railway vehicle travels on the exit side relaxation curve section of the curved track R, the control means 2 (not shown in FIG. 2 (b)) The attenuation coefficient of the yaw damper 1 attached to the vehicle is set to the first attenuation coefficient, while the attenuation coefficient of the yaw damper 1 attached to the rear carriage 4B is set to the second attenuation coefficient. Specifically, when the railroad vehicle currently traveling by the known means (not shown) is input to the control means 2 and the railcar enters the exit side relaxation curve section, the control is performed. A control signal for minimizing the opening degree is transmitted from the means 2 to the orifice 14 of the yaw damper 1 attached to the front carriage 4A, and the damping coefficient of the yaw damper 1 is set to the first damping coefficient. To do. On the other hand, a control signal for setting the opening degree to a predetermined value determined in advance is transmitted from the control means 2 to the orifice 14 of the yaw damper 1 attached to the rear carriage 4B. The attenuation coefficient is set to the second attenuation coefficient. In order to set the attenuation coefficient of the yaw damper 1 attached to the front carriage 4A to the first attenuation coefficient, the direction of the front carriage 4A (the direction indicated by the arrow 4D in FIG. 2B) is the direction of the track R (FIG. 2). As a result of giving a moment in the direction along the direction indicated by the arrow RD in (b) (the moment indicated by the white arrow in FIG. 2B) to the front cart 4A, the front cart 4A The lateral pressure generated in the wheel 40A on the outer race R1 side of the front wheel shaft 4a provided is reduced.

また、図示は省略するが、鉄道車両が曲線軌道Rの円曲線区間を走行する際、制御手段2は、前側の台車4Aに取り付けられたヨーダンパ1の減衰係数を第2減衰係数にすると共に、後側の台車4Bに取り付けられたヨーダンパ1の減衰係数も第2減衰係数にする。これにより、ヨーダンパ1の回転抵抗力が小さくなり、ヨーダンパ1の減衰係数を第1減衰係数にする場合よりも輪軸のアタック角を小さくできるので、鉄道車両が円曲線区間を走行する際に1対の台車4A、4Bが具備する何れの車輪に生じ得る横圧も低減可能である。
さらに、鉄道車両が直線軌道を走行する際、制御手段2は、前側の台車4Aに取り付けられたヨーダンパ1の減衰係数を第1減衰係数にすると共に、後側の台車4Bに取り付けられたヨーダンパ1の減衰係数も第1減衰係数にする。これにより、鉄道車両が直線軌道を走行する際にヨーダンパ1の大きな第1減衰係数によって発生する減衰力でヨーイングが減衰するため、鉄道車両の高速走行の安定性を確保することができる。
Although illustration is omitted, when the railway vehicle travels in the circular curve section of the curved track R, the control means 2 sets the attenuation coefficient of the yaw damper 1 attached to the front carriage 4A to the second attenuation coefficient, The attenuation coefficient of the yaw damper 1 attached to the rear carriage 4B is also set to the second attenuation coefficient. As a result, the rotational resistance of the yaw damper 1 is reduced, and the attack angle of the wheel shaft can be made smaller than when the damping coefficient of the yaw damper 1 is set to the first damping coefficient. Lateral pressure that can be generated on any wheel of the carts 4A and 4B can be reduced.
Further, when the railway vehicle travels on a straight track, the control means 2 sets the attenuation coefficient of the yaw damper 1 attached to the front carriage 4A to the first attenuation coefficient, and the yaw damper 1 attached to the rear carriage 4B. The attenuation coefficient is also the first attenuation coefficient. As a result, yawing is attenuated by the damping force generated by the large first damping coefficient of the yaw damper 1 when the railway vehicle travels on a straight track, so that the stability of the railway vehicle at high speeds can be ensured.

以下、本実施形態に係るヨーダンパ装置100の効果をより具体的に説明するため、比較対象とする従来技術1及び従来技術2のヨーダンパ装置について説明する。   Hereinafter, in order to explain the effect of the yaw damper device 100 according to the present embodiment more specifically, the yaw damper devices of the prior art 1 and the prior art 2 to be compared will be described.

<従来技術1のヨーダンパ装置の動作>
図3は、従来技術1のヨーダンパ装置が取り付けられた鉄道車両の車体3及び台車4と曲線軌道Rとの位置関係を模式的に説明する模式図である。図3(a)は鉄道車両が曲線軌道Rの入口側緩和曲線区間を走行する場合の位置関係を、図3(b)は鉄道車両が曲線軌道Rの出口側緩和曲線区間を走行する場合の位置関係を示す。従来技術1のヨーダンパ装置としては、構成自体は本実施形態に係るヨーダンパ装置100の構成と同様(減衰係数を切り替え可能な構成)であるが、その動作が異なるものを採用可能である。或いは、ヨーダンパ1の減衰係数が第1減衰係数で固定されているもの(減衰係数の切り替え不可)を採用可能である。
図3(a)及び図3(b)に示すように、従来技術1においては、鉄道車両が曲線軌道Rの入口側緩和曲線区間を走行する際、及び、出口側緩和曲線区間を走行する際の双方において、前側の台車4Aに取り付けられたヨーダンパ1の減衰係数が第1減衰係数であると共に、後側の台車4Bに取り付けられたヨーダンパ1の減衰係数も第1減衰係数である。また、図示は省略するが、鉄道車両が曲線軌道Rの円曲線区間を走行する際にも、前側の台車4Aに取り付けられたヨーダンパ1の減衰係数が第1減衰係数であると共に、後側の台車4Bに取り付けられたヨーダンパ1の減衰係数も第1減衰係数である。さらに、鉄道車両が直線軌道を走行する際にも、前側の台車4Aに取り付けられたヨーダンパ1の減衰係数が第1減衰係数であると共に、後側の台車4Bに取り付けられたヨーダンパ1の減衰係数も第1減衰係数である。すなわち、従来技術1においては、全ての軌道において、前側の台車4A及び後側の台車4Bに取り付けられたヨーダンパ1の減衰係数が常に第1減衰係数である。
<Operation of Yaw Damper Device of Prior Art 1>
FIG. 3 is a schematic diagram for schematically explaining the positional relationship between the vehicle body 3 and the carriage 4 and the curved track R of the railway vehicle to which the yaw damper device of the prior art 1 is attached. 3A shows the positional relationship when the railway vehicle travels on the entrance side relaxation curve section of the curved track R. FIG. 3B shows the positional relationship when the railway vehicle travels on the exit side relaxation curve section of the curved track R. FIG. Indicates the positional relationship. As the yaw damper device of the prior art 1, the configuration itself is the same as the configuration of the yaw damper device 100 according to the present embodiment (a configuration in which the attenuation coefficient can be switched), but devices having different operations can be employed. Alternatively, it is possible to employ one in which the damping coefficient of the yaw damper 1 is fixed at the first damping coefficient (the damping coefficient cannot be switched).
As shown in FIGS. 3A and 3B, in the related art 1, when the railway vehicle travels on the entrance side relaxation curve section of the curved track R and when traveling on the exit side relaxation curve section. In both cases, the damping coefficient of the yaw damper 1 attached to the front carriage 4A is the first damping coefficient, and the damping coefficient of the yaw damper 1 attached to the rear carriage 4B is also the first damping coefficient. Although illustration is omitted, when the railway vehicle travels on the circular curve section of the curved track R, the attenuation coefficient of the yaw damper 1 attached to the front carriage 4A is the first attenuation coefficient, and the rear The attenuation coefficient of the yaw damper 1 attached to the carriage 4B is also the first attenuation coefficient. Further, when the railway vehicle travels on a straight track, the damping coefficient of the yaw damper 1 attached to the front carriage 4A is the first damping coefficient, and the damping coefficient of the yaw damper 1 attached to the rear carriage 4B. Is also the first attenuation coefficient. That is, in the prior art 1, the attenuation coefficient of the yaw damper 1 attached to the front carriage 4A and the rear carriage 4B is always the first attenuation coefficient in all tracks.

従来技術1のヨーダンパ装置によれば、図3(a)に示すように、鉄道車両が曲線軌道Rの入口側緩和曲線区間を走行する際、前側の台車4Aの向き(図3(a)において矢符4Dで示す向き)が軌道Rの向き(図3(a)において矢符RDで示す向き)から離れるような向きのモーメント(図3(a)において白抜き矢符で示す向きのモーメント)が前側の台車4Aに与えられる結果、前側の台車4Aのアタック角が大きくなり、前側の台車4Aが具備する前側の輪軸4aの外軌R1側の車輪40Aに生じる横圧が大きくなる。
また、図3(b)に示すように、鉄道車両が曲線軌道Rの出口側緩和曲線区間を走行する際、後側の台車4Bの向き(図3(b)において矢符4Dで示す向き)が軌道Rの向き(図3(b)において矢符RDで示す向き)から離れるような向きのモーメント(図3(b)において白抜き矢符で示す向きのモーメント)が後側の台車4Bに与えられる結果、後側の台車4Bのアタック角が大きくなり、後側の台車4Bが具備する前側の輪軸4aの外軌R1側の車輪40Bに生じる横圧が大きくなる。
このため、従来技術1のヨーダンパ装置によれば、例えば乗り上がり脱線が生じる危険性が増すことになる。
According to the yaw damper device of the prior art 1, as shown in FIG. 3A, when the railway vehicle travels on the entrance side relaxation curve section of the curved track R, the direction of the front carriage 4A (in FIG. 3A) Moment in a direction such that the direction indicated by the arrow 4D is away from the direction of the trajectory R (the direction indicated by the arrow RD in FIG. 3A) (the moment indicated by the white arrow in FIG. 3A). Is applied to the front carriage 4A, the attack angle of the front carriage 4A is increased, and the lateral pressure generated on the outer wheel R1 side wheel 40A of the front wheel shaft 4a of the front carriage 4A is increased.
Further, as shown in FIG. 3B, when the railway vehicle travels on the exit side relaxation curve section of the curved track R, the direction of the rear carriage 4B (the direction indicated by the arrow 4D in FIG. 3B). Moment (direction moment indicated by a white arrow in FIG. 3B) that is away from the direction of the track R (direction indicated by the arrow RD in FIG. 3B) is applied to the rear carriage 4B. As a result, the attack angle of the rear carriage 4B is increased, and the lateral pressure generated on the wheel 40B on the outer race R1 side of the front wheel shaft 4a of the rear carriage 4B is increased.
For this reason, according to the yaw damper device of the prior art 1, for example, the risk of climbing and derailment increases.

<従来技術2のヨーダンパ装置の動作>
図4は、従来技術2(特許文献1)のヨーダンパ装置が取り付けられた鉄道車両の車体3及び台車4と曲線軌道Rとの位置関係を模式的に説明する模式図である。図4(a)は鉄道車両が曲線軌道Rの入口側緩和曲線区間を走行する場合の位置関係を、図4(b)は鉄道車両が曲線軌道Rの出口側緩和曲線区間を走行する場合の位置関係を示す。従来技術2のヨーダンパ装置としては、構成自体は本実施形態に係るヨーダンパ装置100の構成と同様(減衰係数を切り替え可能な構成)であるが、その動作が異なるものを採用可能である。
図4(a)及び図4(b)に示すように、従来技術2においては、鉄道車両が曲線軌道Rの入口側緩和曲線区間を走行する際、及び、出口側緩和曲線区間を走行する際の双方において、前側の台車4Aに取り付けられたヨーダンパ1の減衰係数を0(減衰力を無効)にすると共に、後側の台車4Bに取り付けられたヨーダンパ1の減衰係数も0にする。また、図示は省略するが、鉄道車両が曲線軌道Rの円曲線区間を走行する際にも、前側の台車4Aに取り付けられたヨーダンパ1の減衰係数を0にすると共に、後側の台車4Bに取り付けられたヨーダンパ1の減衰係数も0にする。すなわち、従来技術2においては、全ての曲線軌道Rにおいて、前側の台車4A及び後側の台車4Bに取り付けられたヨーダンパ1の減衰係数が0である。なお、鉄道車両が直線軌道を走行する際には、前側の台車4Aに取り付けられたヨーダンパ1の減衰係数を第1減衰係数にすると共に、後側の台車4Bに取り付けられたヨーダンパ1の減衰係数も第1減衰係数にする。
<Operation of Yaw Damper Device of Conventional Technology 2>
FIG. 4 is a schematic diagram for schematically explaining the positional relationship between the vehicle body 3 and the carriage 4 and the curved track R of the railway vehicle to which the yaw damper device of the prior art 2 (Patent Document 1) is attached. 4A shows the positional relationship when the railway vehicle travels on the entrance side relaxation curve section of the curved track R, and FIG. 4B shows the case where the railway vehicle travels on the exit side relaxation curve section of the curved track R. FIG. Indicates the positional relationship. As the yaw damper device of the prior art 2, the configuration itself is the same as the configuration of the yaw damper device 100 according to the present embodiment (a configuration in which the attenuation coefficient can be switched), but a device with a different operation can be adopted.
As shown in FIG. 4A and FIG. 4B, in the related art 2, when the railway vehicle travels through the entrance side relaxation curve section of the curved track R and when travels through the exit side relaxation curve section. In both cases, the damping coefficient of the yaw damper 1 attached to the front carriage 4A is set to 0 (the damping force is invalid), and the damping coefficient of the yaw damper 1 attached to the rear carriage 4B is also set to 0. Although illustration is omitted, when the railway vehicle travels on the circular curve section of the curved track R, the damping coefficient of the yaw damper 1 attached to the front carriage 4A is set to 0, and the rear carriage 4B The damping coefficient of the attached yaw damper 1 is also set to zero. That is, in the prior art 2, the attenuation coefficient of the yaw damper 1 attached to the front carriage 4A and the rear carriage 4B is 0 in all the curved tracks R. When the railway vehicle travels on a straight track, the damping coefficient of the yaw damper 1 attached to the front carriage 4A is set to the first damping coefficient, and the damping coefficient of the yaw damper 1 attached to the rear carriage 4B. Is also set to the first attenuation coefficient.

従来技術2のヨーダンパ装置によれば、図4(a)に示すように、鉄道車両が曲線軌道Rの入口側緩和曲線区間を走行する際、後側の台車4Bの向き(図4(a)において矢符4Dで示す向き)が軌道Rの向き(図4(a)において矢符RDで示す向き)に沿わない状態となって後側の台車4Bのアタック角が大きくなる結果、後側の台車4Bが具備する前側の輪軸4aの外軌R1側の車輪40Bに生じる横圧が低減しない。
また、図4(b)に示すように、鉄道車両が曲線軌道Rの出口側緩和曲線区間を走行する際、前側の台車4Aの向き(図4(b)において矢符4Dで示す向き)が軌道Rの向き(図4(b)において矢符RDで示す向き)に沿わない状態となって前側の台車4Aのアタック角が大きくなる結果、前側の台車4Aが具備する前側の輪軸4aの外軌R1側の車輪40Aに生じる横圧が低減しない。
このため、従来技術2のヨーダンパ装置によれば、例えば乗り上がり脱線が生じる危険性を排除できない。
According to the yaw damper device of the prior art 2, as shown in FIG. 4 (a), when the railway vehicle travels on the entrance side relaxation curve section of the curved track R, the direction of the rear carriage 4B (FIG. 4 (a)). As a result, the attack angle of the rear carriage 4B increases as a result of the state in which the direction of the trajectory R does not follow the direction of the track R (the direction indicated by the arrow RD in FIG. 4A). The lateral pressure generated on the wheel 40B on the outer rail R1 side of the front wheel shaft 4a included in the carriage 4B is not reduced.
Further, as shown in FIG. 4B, when the railway vehicle travels on the exit side relaxation curve section of the curved track R, the direction of the front carriage 4A (the direction indicated by the arrow 4D in FIG. 4B) is As a result of the attack angle of the front carriage 4A becoming larger along the direction of the track R (the direction indicated by the arrow RD in FIG. 4B), the outer side of the front wheel shaft 4a of the front carriage 4A is increased. The lateral pressure generated in the wheel 40A on the side of the gauge R1 is not reduced.
For this reason, according to the yaw damper device of the prior art 2, for example, it is not possible to eliminate the danger of climbing derailment.

<本実施形態に係るヨーダンパ装置の評価>
以上に説明したように、各ヨーダンパ装置に応じてその動作が異なる。
図5は、鉄道車両が走行する軌道を構成する各区間における、本実施形態に係るヨーダンパ装置(図5では「本発明」と記載)、従来技術1のヨーダンパ装置及び従来技術2のヨーダンパ装置のそれぞれが備えるヨーダンパ1の減衰係数の状態(相対的な減衰係数の大きさ)を纏めたものである。図5に示す例では、各ヨーダンパ装置において、第1減衰係数を基準値である1とした場合に、第2減衰係数はその1割の大きさである0.1に設定している。
図5から分かるように、鉄道車両が直線軌道(入口側直線区間及び出口側直線区間)を走行する際には、いずれのヨーダンパ装置のヨーダンパ1も全て減衰係数が第1減衰係数であり、差が無い。鉄道車両が曲線軌道R(入口側緩和曲線区間、円曲線区間及び出口側緩和曲線区間)を走行する際に、各ヨーダンパ装置に応じてヨーダンパ1の減衰係数の状態が異なる。
<Evaluation of Yaw Damper Device According to this Embodiment>
As described above, the operation differs depending on each yaw damper device.
FIG. 5 shows the yaw damper device according to the present embodiment (described as “present invention” in FIG. 5), the yaw damper device of the prior art 1, and the yaw damper device of the prior art 2 in each section constituting the track on which the railway vehicle travels. The state of the attenuation coefficient of the yaw damper 1 included in each (the relative magnitude of the attenuation coefficient) is summarized. In the example shown in FIG. 5, in each yaw damper device, when the first attenuation coefficient is set to 1, which is a reference value, the second attenuation coefficient is set to 0.1, which is 10% of that value.
As can be seen from FIG. 5, when the railway vehicle travels on a straight track (inlet-side straight section and outlet-side straight section), all the yaw dampers 1 of the yaw damper devices have the first damping coefficient. There is no. When the railway vehicle travels on the curved track R (entrance side relaxation curve section, circular curve section and exit side relaxation curve section), the state of the damping coefficient of the yaw damper 1 differs depending on each yaw damper device.

以下、各ヨーダンパ装置を用いた場合に車輪に生じる横圧を実際に運動解析によって評価した結果について説明する。運動解析を行う鉄道車両のモデルとしては、いずれのヨーダンパ装置を用いる場合であっても、車体3に前後1対の台車4(4A、4B)が連結されたモデルを用いた。なお、運動解析は、汎用機構解析ソフトを利用して実施可能であり、例えば、シムパックジャパン(株)製マルチボディダイナミクス解析ツール「SIMPACK」を利用することが可能である。
図6は、運動解析によって横圧を評価する際に用いた軌道条件及び走行条件を示す。図6に示す「曲線半径」は、円曲線区間における曲線半径を示す。図6に示す「条件1」では、円曲線区間における曲線半径を200mに固定するものの、入口側緩和曲線区間の長さと出口側緩和曲線区間の長さを18〜45mの範囲で各種の値に変更すると共に、均衡速度を40km/hとし、30〜60km/hの範囲で走行速度を各種の値に変更して運動解析を行った。また、図6に示す「条件2」では、円曲線区間における曲線半径を400mに固定するものの、入口側緩和曲線区間の長さと出口側緩和曲線区間の長さを9〜22.5mの範囲で各種の値に変更すると共に、均衡速度を40km/hとし、30〜60km/hの範囲で走行速度を各種の値に変更して運動解析を行った。さらに、図6に示す「条件3」では、円曲線区間における曲線半径を800mに固定するものの、入口側緩和曲線区間の長さと出口側緩和曲線区間の長さを4.6〜11.5mの範囲で各種の値に変更すると共に、均衡速度を40km/hとし、30〜60km/hの範囲で走行速度を各種の値に変更して運動解析を行った。
Hereinafter, the result of actually evaluating the lateral pressure generated in the wheel when each yaw damper device is used by the motion analysis will be described. As a model of the railway vehicle that performs the motion analysis, a model in which a pair of front and rear trucks 4 (4A, 4B) is connected to the vehicle body 3 is used regardless of which yaw damper device is used. The motion analysis can be performed using general-purpose mechanism analysis software. For example, a multibody dynamics analysis tool “SIMPACK” manufactured by Simpack Japan Co., Ltd. can be used.
FIG. 6 shows the track condition and the running condition used when the lateral pressure is evaluated by the motion analysis. “Curve radius” shown in FIG. 6 indicates a curve radius in a circular curve section. In “Condition 1” shown in FIG. 6, the radius of the curve in the circular curve section is fixed to 200 m, but the length of the entrance relaxation curve section and the length of the exit relaxation curve section are various values in the range of 18 to 45 m. While changing, the equilibrium speed was set to 40 km / h, and the running speed was changed to various values in the range of 30 to 60 km / h, and the motion analysis was performed. Further, in “Condition 2” shown in FIG. 6, the curve radius in the circular curve section is fixed to 400 m, but the length of the entrance side relaxation curve section and the length of the exit side relaxation curve section are in the range of 9 to 22.5 m. While changing to various values, the equilibrium speed was set to 40 km / h, and the running speed was changed to various values in the range of 30 to 60 km / h to perform motion analysis. Further, in “Condition 3” shown in FIG. 6, the radius of the curve in the circular curve section is fixed to 800 m, but the length of the entrance relaxation curve section and the length of the exit relaxation curve section are 4.6 to 11.5 m. While changing to various values in the range, the equilibrium speed was set to 40 km / h, and the running speed was changed to various values in the range of 30 to 60 km / h for motion analysis.

図7は、本実施形態に係るヨーダンパ装置100を用いた場合と、従来技術1のヨーダンパ装置を用いた場合とについて、運動解析によって得られた車輪に生じる横圧を対比した結果の一例を示す。図7(a)は前側の台車4Aが具備する前側の輪軸4aの外軌R1側の車輪40Aに生じる横圧の一例を、図7(b)は後側の台車4Bが具備する前側の輪軸4aの外軌R1側の車輪40Bに生じる横圧の一例を示す。図7に示す結果は、図6に示す条件のうち、最も横圧が大きくなる条件(条件1のうち、入口側緩和曲線区間の長さと出口側緩和曲線区間の長さを18mとし、走行速度を60km/h(均衡速度+20km/h)にした条件)で得られた結果である。
図7(a)から分かるように、従来技術1のヨーダンパ装置を用いた場合には、鉄道車両が曲線軌道Rの入口側緩和曲線区間を走行する際(走行距離が100〜118mの間)に、前側の台車4Aが具備する前側の輪軸4aの外軌R1側の車輪40Aに生じる横圧が増大しているのに対し、本実施形態に係るヨーダンパ装置100を用いた場合には従来技術1に比べて低減している。
また、図7(b)から分かるように、従来技術1のヨーダンパ装置を用いた場合には、鉄道車両が曲線軌道Rの出口側緩和曲線区間を走行する際(走行距離が318〜336mの間)に、後側の台車4Bが具備する前側の輪軸4aの外軌R1側の車輪40Bに生じる横圧が増大しているのに対し、本実施形態に係るヨーダンパ装置100を用いた場合には従来技術1に比べて低減している。
FIG. 7 shows an example of a result of comparing the lateral pressure generated in the wheel obtained by the motion analysis when the yaw damper device 100 according to the present embodiment is used and when the yaw damper device of the prior art 1 is used. . FIG. 7A shows an example of the lateral pressure generated on the wheel 40A on the outer gauge R1 side of the front wheel shaft 4a of the front carriage 4A, and FIG. 7B shows the front wheel shaft of the rear carriage 4B. An example of the lateral pressure generated in the wheel 40B on the outer rail R1 side of 4a is shown. The result shown in FIG. 7 shows that the condition in which the lateral pressure is the largest among the conditions shown in FIG. 6 (of condition 1, the length of the inlet-side relaxation curve section and the length of the outlet-side relaxation curve section is 18 m, and the traveling speed Is the result obtained at 60 km / h (equilibrium speed +20 km / h).
As can be seen from FIG. 7A, when the yaw damper device of the prior art 1 is used, when the railway vehicle travels on the entrance side relaxation curve section of the curved track R (travel distance is between 100 to 118 m). Whereas the lateral pressure generated on the wheel 40A on the outer rail R1 side of the front wheel shaft 4a of the front carriage 4A is increased, the conventional technique 1 is used when the yaw damper device 100 according to the present embodiment is used. Compared to
Moreover, as can be seen from FIG. 7B, when the yaw damper device of the prior art 1 is used, when the railway vehicle travels on the exit side relaxation curve section of the curved track R (the travel distance is between 318 to 336 m). In the case of using the yaw damper device 100 according to the present embodiment, the lateral pressure generated on the wheel 40B on the outer rail R1 side of the front wheel shaft 4a of the rear carriage 4B is increased. Compared to prior art 1, this is reduced.

図8は、本実施形態に係るヨーダンパ装置100を用いた場合と、従来技術2(特許文献1)のヨーダンパ装置を用いた場合とについて、運動解析によって得られた車輪に生じる横圧(前側の台車4Aが具備する前側の輪軸4aの外軌R1側の車輪40Aに生じる横圧)を対比した結果の一例を示す。図8(a)は軌道全体において生じる横圧を、図8(b)は出口側緩和曲線区間を走行する際に生じる横圧(図8(a)において破線で囲んだ箇所)を拡大して示す。図8に示す結果は、図6に示す条件のうち、最も横圧が大きくなる条件(条件1のうち、入口側緩和曲線区間の長さと出口側緩和曲線区間の長さを18mとし、走行速度を60km/h(均衡速度+20km/h)にした条件)で得られた結果である。
図8から分かるように、本実施形態に係るヨーダンパ装置100を用いた場合には、鉄道車両が曲線軌道Rの出口側緩和曲線区間を走行する際(走行距離が318〜336mの間)に、前側の台車4Aが具備する前側の輪軸4aの外軌R1側の車輪40Aに生じる横圧が、従来技術2のヨーダンパ装置を用いた場合に比べて低減する。
FIG. 8 shows the lateral pressure (front side) generated in the wheels obtained by the motion analysis when the yaw damper device 100 according to the present embodiment is used and when the yaw damper device of the prior art 2 (Patent Document 1) is used. An example of the result of comparing the lateral pressure generated on the wheel 40A on the outer rail R1 side of the front wheel shaft 4a included in the carriage 4A is shown. FIG. 8 (a) expands the lateral pressure generated in the entire track, and FIG. 8 (b) expands the lateral pressure generated when traveling in the outlet side relaxation curve section (the portion surrounded by the broken line in FIG. 8 (a)). Show. The results shown in FIG. 8 show that the condition in which the lateral pressure is the largest among the conditions shown in FIG. 6 (in Condition 1, the length of the inlet side relaxation curve section and the length of the outlet side relaxation curve section is 18 m, and the traveling speed Is the result obtained at 60 km / h (equilibrium speed +20 km / h).
As can be seen from FIG. 8, when the yaw damper device 100 according to the present embodiment is used, when the railway vehicle travels on the exit side relaxation curve section of the curved track R (traveling distance is between 318 to 336 m), The lateral pressure generated on the wheel 40A on the outer rail R1 side of the front wheel shaft 4a included in the front carriage 4A is reduced as compared with the case where the yaw damper device of the prior art 2 is used.

図9は、本実施形態に係るヨーダンパ装置100を用いた場合と、従来技術2(特許文献1)のヨーダンパ装置を用いた場合とについて、運動解析によって得られた車輪に生じる横圧(後側の台車4Bが具備する前側の輪軸4aの外軌R1側の車輪40Bに生じる横圧)を対比した結果の一例を示す。図9(a)は軌道全体において生じる横圧を、図9(b)は入口側緩和曲線区間を走行する際に生じる横圧(図9(a)において破線で囲んだ箇所)を拡大して示す。図9に示す結果は、図6に示す条件のうち、最も横圧が大きくなる条件(条件1のうち、入口側緩和曲線区間の長さと出口側緩和曲線区間の長さを18mとし、走行速度を60km/h(均衡速度+20km/h)にした条件)で得られた結果である。
図9から分かるように、本実施形態に係るヨーダンパ装置100を用いた場合には、鉄道車両が曲線軌道Rの入口側緩和曲線区間を走行する際(走行距離が100〜118mの間)に、後側の台車4Bが具備する前側の輪軸4aの外軌R1側の車輪40Bに生じる横圧が、従来技術2のヨーダンパ装置を用いた場合に比べて低減する。
FIG. 9 shows the lateral pressure (rear side) generated in the wheel obtained by the motion analysis when the yaw damper device 100 according to the present embodiment is used and when the yaw damper device of the prior art 2 (Patent Document 1) is used. An example of the result of comparing the lateral pressure generated on the wheel 40B on the outer rail R1 side of the front wheel shaft 4a included in the cart 4B is shown. 9 (a) is an enlarged view of the lateral pressure generated in the entire track, and FIG. 9 (b) is an expanded view of the lateral pressure generated when traveling along the inlet side relaxation curve section (the portion surrounded by the broken line in FIG. 9 (a)). Show. The result shown in FIG. 9 is that the condition in which the lateral pressure is the largest among the conditions shown in FIG. 6 (in condition 1, the length of the inlet-side relaxation curve section and the length of the outlet-side relaxation curve section is 18 m, and the traveling speed Is the result obtained at 60 km / h (equilibrium speed +20 km / h).
As can be seen from FIG. 9, when the yaw damper device 100 according to the present embodiment is used, when the railway vehicle travels on the entrance side relaxation curve section of the curved track R (the travel distance is between 100 to 118 m), The lateral pressure generated on the wheel 40B on the outer rail R1 side of the front wheel shaft 4a included in the rear cart 4B is reduced as compared with the case where the yaw damper device of the prior art 2 is used.

1・・・ヨーダンパ
2・・・制御手段
3・・・車体
4・・・台車
100・・・ヨーダンパ装置
DESCRIPTION OF SYMBOLS 1 ... Yaw damper 2 ... Control means 3 ... Car body 4 ... Carriage 100 ... Yaw damper apparatus

Claims (4)

車体と、該車体に連結された前後1対の台車とを具備する鉄道車両に用いられるヨーダンパ装置であって、
前記車体と前記1対の台車のそれぞれとの間に取り付けられたヨーダンパと、
前記ヨーダンパの減衰係数を第1減衰係数と該第1減衰係数よりも小さく且つ0より大きい第2減衰係数との間で切り替え制御する制御手段とを備え、
前記制御手段は、
前記鉄道車両が曲線軌道の入口側緩和曲線区間を走行する際には、前側の前記台車に取り付けられた前記ヨーダンパの減衰係数を前記第2減衰係数にする一方、後側の前記台車に取り付けられた前記ヨーダンパの減衰係数を前記第1減衰係数にし、
前記鉄道車両が曲線軌道の出口側緩和曲線区間を走行する際には、前側の前記台車に取り付けられた前記ヨーダンパの減衰係数を前記第1減衰係数にする一方、後側の前記台車に取り付けられた前記ヨーダンパの減衰係数を前記第2減衰係数にする、
ことを特徴とする鉄道車両用ヨーダンパ装置。
A yaw damper device used for a railway vehicle comprising a vehicle body and a pair of front and rear trucks connected to the vehicle body,
A yaw damper attached between the vehicle body and each of the pair of carriages;
Control means for switching the damping coefficient of the yaw damper between a first damping coefficient and a second damping coefficient that is smaller than the first damping coefficient and larger than 0;
The control means includes
When the railway vehicle travels along the curve on the entrance side relaxation curve of the curved track, the damping coefficient of the yaw damper attached to the front carriage is set to the second damping coefficient, and is attached to the rear carriage. The damping coefficient of the yaw damper is the first damping coefficient,
When the railway vehicle travels along the exit-side relaxation curve section of the curved track, the damping coefficient of the yaw damper attached to the front carriage is set to the first damping coefficient, and is attached to the rear carriage. The damping coefficient of the yaw damper is the second damping coefficient.
A railway vehicle yaw damper device.
前記制御手段は、前記鉄道車両が曲線軌道の円曲線区間を走行する際には、前側の前記台車に取り付けられた前記ヨーダンパの減衰係数を前記第2減衰係数にすると共に、後側の前記台車に取り付けられた前記ヨーダンパの減衰係数も前記第2減衰係数にする、
ことを特徴とする請求項1に記載の鉄道車両用ヨーダンパ装置。
When the railway vehicle travels in a circular curve section of a curved track, the control means sets the damping coefficient of the yaw damper attached to the front carriage to the second damping coefficient and the rear carriage. The damping coefficient of the yaw damper attached to the second damping coefficient is also the second damping coefficient,
The railway vehicle yaw damper device according to claim 1.
前記制御手段は、前記鉄道車両が直線軌道を走行する際には、前側の前記台車に取り付けられた前記ヨーダンパの減衰係数を前記第1減衰係数にすると共に、後側の前記台車に取り付けられた前記ヨーダンパの減衰係数も前記第1減衰係数にする、
ことを特徴とする請求項1又は2に記載の鉄道車両用ヨーダンパ装置。
When the railway vehicle travels on a straight track, the control means sets the damping coefficient of the yaw damper attached to the front truck to the first damping coefficient and is attached to the rear truck. The attenuation coefficient of the yaw damper is also the first attenuation coefficient.
A railway vehicle yaw damper device according to claim 1 or 2.
前記ヨーダンパは、ピストンと、該ピストンが内部を移動するシリンダとを具備し、
前記シリンダの内部は、前記ピストンの先端部によって第1室及び第2室に区画され、
前記ピストンの先端部には、前記第1室と前記第2室とを連通させ、開度調整可能なオリフィスが設けられており、
前記制御手段は、前記オリフィスの開度を調整することにより、前記ヨーダンパの減衰係数を前記第1減衰係数と前記第2減衰係数との間で切り替え制御する、
ことを特徴とする請求項1から3の何れかに記載の鉄道車両用ヨーダンパ装置。
The yaw damper includes a piston and a cylinder in which the piston moves.
The inside of the cylinder is partitioned into a first chamber and a second chamber by a tip portion of the piston,
At the tip of the piston, there is provided an orifice that allows the first chamber and the second chamber to communicate with each other and the opening degree can be adjusted.
The control means controls the switching of the attenuation coefficient of the yaw damper between the first attenuation coefficient and the second attenuation coefficient by adjusting the opening of the orifice.
A railway vehicle yaw damper device according to any one of claims 1 to 3.
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CN110667632B (en) * 2019-11-27 2020-11-24 西南交通大学 Device and method for controlling abnormal shaking of vehicle body based on anti-snaking shock absorber

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