JP2003322586A - Train running load simulating exciter and train running load simulating excitation method - Google Patents

Train running load simulating exciter and train running load simulating excitation method

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Publication number
JP2003322586A
JP2003322586A JP2002131564A JP2002131564A JP2003322586A JP 2003322586 A JP2003322586 A JP 2003322586A JP 2002131564 A JP2002131564 A JP 2002131564A JP 2002131564 A JP2002131564 A JP 2002131564A JP 2003322586 A JP2003322586 A JP 2003322586A
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JP
Japan
Prior art keywords
weight
phase angle
unbalanced
frequency
vibration
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2002131564A
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Japanese (ja)
Other versions
JP3718662B2 (en
Inventor
Shoe Nakamura
庄衞 中村
Kiichi Masuda
喜一 増田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TOKYOKOKI SEIZOSHO Ltd
Central Japan Railway Co
Original Assignee
TOKYOKOKI SEIZOSHO Ltd
Central Japan Railway Co
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Priority to JP2002131564A priority Critical patent/JP3718662B2/en
Publication of JP2003322586A publication Critical patent/JP2003322586A/en
Application granted granted Critical
Publication of JP3718662B2 publication Critical patent/JP3718662B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a train running load simulating exciter capable of preferably executing a test for comprehending the frequency characteristics of a ground side system having a test rail track or an accelerated test for simulating a multitude of passages of train wheels on the test rail track in a short period of time, and a train running load simulating excitation method for preferably executing the tests. <P>SOLUTION: After the rotation of an unbalanced weight is started and exciting force generated from the unbalanced weight reaches a set value, a relative phase angle between a movable eccentric weight and a fixed eccentric weight is set so that the phase angle corresponds to the rotational frequency of the unbalanced weight detected with a velocity sensor by using map data expressing relation of the rotational frequency of the unbalanced weight with a relative phase angle between the movable eccentric weight and the fixed eccentric weight in the unbalanced weight in order to keep the exciting force constant. <P>COPYRIGHT: (C)2004,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、列車走行を模擬し
た起振機に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an exciter simulating train running.

【0002】[0002]

【従来の技術】従来より、鉄道車両(列車)の走行時
に、列車から、軌道及び該軌道を支持する部材を有する
試験軌道、及びその下の路盤までの部材からなる系に伝
播する振動の特性、該振動に対する軌道部材等の耐久性
を確認することは、列車の高速化等を図る上で重要なこ
とであると認識されている。
2. Description of the Related Art Conventionally, when a railway vehicle (train) is running, the characteristics of vibration propagating to a system consisting of a train, a track and a test track having a member supporting the track, and a roadbed below the test track. It is recognized that it is important to confirm the durability of the track member and the like against the vibration in order to speed up the train.

【0003】このような諸特性を把握するためには、実
車両を用いた営業線における走行試験を行うことが考え
られるが、このような手法では、気象変化に伴う土質条
件や軌道条件などの条件を再現性良く一定に保つのが困
難であることや、多数回の試験を行うことが営業線を使
うことから困難であること等の問題がある。
In order to understand such characteristics, it is conceivable to carry out a running test on a commercial line using an actual vehicle. With such a method, the soil condition and the track condition due to the weather change, etc. There are problems that it is difficult to keep the conditions constant with good reproducibility, and that it is difficult to perform a large number of tests because the sales line is used.

【0004】そこで、従来より、このような問題を解決
すべく、列車走行時に軌道に作用する荷重(列車走行荷
重)を模擬した起振機(列車走行荷重模擬起振機)を使
用することが行われている。この起振機は、試験用に設
けられた軌道及び該軌道を支持する部材といった各種の
軌道部材からなる試験軌道と、該試験軌道に列車の静荷
重に相当する荷重を付加するための静荷重付加用重錘
と、列車の車輪の通過時に軌道に作用する荷重を模擬す
るべく該試験軌道に上下方向の起振力を付加する駆動周
波数可変の起振部と、を備えている。
Therefore, conventionally, in order to solve such a problem, it is possible to use an exciter (train traveling load simulated exciter) which simulates a load (train traveling load) acting on a track when the train is traveling. Has been done. This exciter includes a test track formed of various track members such as a track provided for testing and a member supporting the track, and a static load for applying a load equivalent to the static load of a train to the test track. It is provided with an additional weight and a drive frequency variable exciter for applying a vertical excitatory force to the test track so as to simulate the load acting on the track when passing through the wheels of the train.

【0005】このうち、軌道は、平行に配置された長さ
10m程度の2本のレールとして構成され、軌道を支持
する部材は、該軌道を支持する一本のまくらぎ、該まく
らぎに軌道を締結するレール締結装置、道床、バラスト
マット等を有するものとして構成されている。また、静
荷重付加用重錘は、上記2本のレールの軸方向の両端部
分に取り付けられた重錘として構成されている。
Of these, the track is composed of two rails arranged in parallel and having a length of about 10 m, and the member for supporting the track is a single sleeper supporting the track, and a track for the sleeper. It is configured to have a rail fastening device that fastens, a roadbed, a ballast mat, and the like. Further, the static load applying weight is configured as a weight attached to both axial end portions of the two rails.

【0006】そして、起振部は、いわゆる二軸反転不平
衡重錘加振方式のものとして構成され、軌道に当接する
よう配置されている。即ち、略水平に配設された2つの
不平衡重錘を同期させた状態で互いに反対方向に回転さ
せることによって水平方向の遠心力を打ち消させて上下
方向の遠心力のみで起振力を発生させることにより、試
験軌道上を列車の車輪が通過した時の荷重を模擬できる
よう構成されている。
The vibrating section is constructed as a so-called biaxial inversion unbalanced weight vibrating system and is arranged so as to abut the track. That is, the two unbalanced weights arranged substantially horizontally are synchronized with each other and are rotated in opposite directions to cancel the centrifugal force in the horizontal direction and generate the exciting force only by the centrifugal force in the vertical direction. By doing so, the load when the wheels of the train pass on the test track can be simulated.

【0007】[0007]

【発明が解決しようとする課題】しかし、上記従来の列
車走行荷重模擬起振機では、不平衡重錘の駆動周波数
(回転周波数)を変化させると、発生される起振力もそ
れに応じて変化してしまうよう起振部が構成されてい
た。そのため、起振部が駆動された際に試験軌道を有す
る地上側の系に起こる振動の振幅等が起振部の駆動周波
数に応じて当然に変化し、当該地上側の系の周波数特性
(共振周波数等)を正確に確認することができないとい
う問題があった。
However, in the above-described conventional train running load simulation vibrator, when the drive frequency (rotation frequency) of the unbalanced weight is changed, the generated vibratory force also changes accordingly. The vibrating section was configured so that it would end up. Therefore, the amplitude of the vibration that occurs in the system on the ground side having the test track when the vibration unit is driven naturally changes according to the drive frequency of the vibration unit, and the frequency characteristics (resonance) of the system on the ground side are changed. There was a problem that it was not possible to accurately check the frequency etc.).

【0008】また、起振部から試験軌道に付加される起
振力を一定にしながらも起振部の回転周波数を増大させ
る他の種々の試験、例えば、短時間で列車の車輪が多数
回試験軌道上を通過した時に試験軌道に作用する荷重を
模擬する促進試験も正確に行うことができないという問
題があった。
[0008] Further, various other tests for increasing the rotation frequency of the vibrating section while keeping the vibrating force applied to the test track from the vibrating section constant, for example, testing a train wheel many times in a short time. There is a problem that the accelerated test that simulates the load acting on the test track when passing on the track cannot be performed accurately.

【0009】具体的には、まず、列車走行荷重模擬起振
機では、起振部が発生する1周期分の起振力(1回の上
下方向振動に相当)が列車の車輪1回の通過に対応する
ものとして試験軌道に付加されるところ、短時間で列車
の車輪が多数回試験軌道上を通過した時の荷重を模擬す
るためには、起振部の回転周波数を高くする必要があ
る。
More specifically, first, in the train traveling load simulation vibrator, the vibratory force generated by the vibrator for one cycle (corresponding to one vertical vibration) passes through one train wheel. In order to simulate the load when the train wheels pass on the test track a number of times in a short time, it is necessary to increase the rotation frequency of the vibrating section. .

【0010】しかし、従来の列車走行荷重模擬起振機で
は、起振部の回転周波数を高くする過程においては、上
述のように起振部から付加される起振力が一定のものと
ならないことから、その間においては、起振部が発生す
る各周期毎の起振力が列車の車輪通過時の荷重を正確に
模擬したものとはならない、即ち、結果的に上記促進試
験を正確に行えないという問題があった。
However, in the conventional train running load simulated vibration generator, in the process of increasing the rotation frequency of the vibration generator, the vibration force applied from the vibration generator is not constant as described above. Therefore, in the meantime, the oscillating force generated by the oscillating unit for each cycle does not accurately simulate the load when the train wheels pass, that is, the acceleration test cannot be performed accurately as a result. There was a problem.

【0011】本発明は上記問題点を解決するためになさ
れたものであり、その目的は、試験軌道を有する地上側
の系の周波数特性を把握するための試験、或いは短時間
で列車の車輪が多数回試験軌道上を通過した時の荷重を
模擬する促進試験を好適に実施することが可能な列車走
行荷重模擬起振機及びそれらの試験を好適に実施するた
めの列車走行荷重模擬起振方法を提供することである。
The present invention has been made to solve the above problems, and an object thereof is to carry out a test for grasping the frequency characteristic of a system on the ground side having a test track, or a train wheel in a short time. A train running load simulation exciter capable of suitably performing an accelerated test that simulates a load when passing through a multi-test test track, and a train traveling load simulation exciting method for suitably performing those tests Is to provide.

【0012】[0012]

【課題を解決するための手段及び発明の効果】かかる目
的を達成するため、本発明の列車走行荷重模擬起振機
は、試験用に設けられた試験軌道と、前記試験軌道に列
車の静荷重に相当する荷重を付加するための静荷重付加
用重錘と、前記試験軌道に起振力を付加する駆動周波数
可変の起振部と、を備えた列車走行荷重模擬起振機であ
って、前記起振部の駆動周波数が変化しても前記起振部
を介して前記試験軌道に付加される起振力を一定に保持
する起振力保持手段を有することを特徴とする。
Means for Solving the Problems and Effects of the Invention In order to achieve such an object, a train running load simulation vibrator of the present invention comprises a test track provided for testing and a static train load on the test track. A static load adding weight for applying a load equivalent to, and a drive frequency variable oscillating section for applying an oscillating force to the test track, and a train traveling load simulated oscillating machine, A vibrating force holding means for holding a vibrating force applied to the test track via the vibrating section constant even if the drive frequency of the vibrating section changes.

【0013】本発明の列車走行荷重模擬起振機によれ
ば、営業線ではなく試験用に設けられた試験軌道を用い
ているため、軌道条件の再現性が高く評価の確度が高い
上、多数回試験を行うことも容易であるという従来の列
車走行荷重模擬起振機と同様の効果が得られる。
According to the train running load simulation vibrator of the present invention, since the test track provided for the test is used instead of the commercial line, the reproducibility of the track condition is high and the evaluation accuracy is high. It is possible to obtain the same effect as the conventional train running load simulated vibration exciter in that the rolling test is also easy.

【0014】また、本発明の列車走行荷重模擬起振機
は、起振力保持手段を備えているため、起振部を介して
試験軌道に付加される起振力を一定に保持しつつ起振部
の駆動周波数を変化させることができる。従って、この
ように駆動周波数を変化させていく際に、試験軌道を有
する地上側の系の振動状態(振動の振幅等)の変化を見
れば、振動状態の変化が起きる駆動周波数、即ち、当該
地上側の系の共振周波数を正確に確認することができ
る。
Further, since the train traveling load simulation vibration oscillating machine of the present invention is provided with the vibration motive force holding means, the train oscillating force applied to the test track via the vibration oscillating portion is maintained while being kept constant. The drive frequency of the vibration unit can be changed. Therefore, when changing the drive frequency in this way, looking at the change in the vibration state (amplitude of vibration, etc.) of the system on the ground side having the test track, the drive frequency at which the change in the vibration state occurs, that is, It is possible to accurately confirm the resonance frequency of the system on the ground side.

【0015】また、本発明の列車走行荷重模擬起振機で
は、短時間で列車の車輪が多数回試験軌道上を通過した
時に試験軌道に作用する荷重を模擬する促進試験を行う
ため起振部の駆動周波数を高くする過程でも、起振力保
持手段により、試験軌道に付加される起振力(荷重に対
応)を一定に保持できる。従って、従来のものに比べ、
促進試験を正確に行えるという効果が得られる。
Further, in the train traveling load simulating exciter of the present invention, the oscillating section is used for conducting the accelerated test for simulating the load acting on the test track when the train wheels pass on the test track a number of times in a short time. Even in the process of increasing the driving frequency of (1), the vibrating force holding means can keep the vibrating force (corresponding to the load) applied to the test track constant. Therefore, compared to the conventional one,
The effect that the accelerated test can be accurately performed is obtained.

【0016】本発明の列車走行荷重模擬起振機におい
て、起振部は、軸、該軸に固定した固定偏心重錘、該軸
に回動可能に設けた可動偏心重錘を有する不平衡重錘
と、該不平衡重錘を回転させる駆動機と、該不平衡重錘
の回転時に可動偏心重錘と固定偏心重錘との相対的位相
角度を変更させる位相角度変更手段と、を備え、駆動機
により回転される不平衡重錘の遠心力で試験軌道に対す
る起振力を発生させるよう構成されており、起振力保持
手段は、不平衡重錘の駆動周波数たる回転周波数が変化
しても不平衡重錘が発生する起振力が一定となるよう位
相角度変更手段を動作させて可動偏心重錘と固定偏心重
錘との相対的位相角度を調整するものであっても良い。
そして、この場合でも、上記と同様の効果が得られる。
In the train traveling load simulation oscillating machine of the present invention, the oscillating portion has an unbalanced weight having a shaft, a fixed eccentric weight fixed to the shaft, and a movable eccentric weight rotatably provided on the shaft. A weight, a drive device for rotating the unbalanced weight, and a phase angle changing means for changing the relative phase angle between the movable eccentric weight and the fixed eccentric weight when the unbalanced weight rotates, The centrifugal force of the unbalanced weight rotated by the drive unit is configured to generate an oscillating force for the test track, and the oscillating force holding means changes the rotational frequency, which is the drive frequency of the unbalanced weight, to change. Alternatively, the phase angle changing means may be operated so that the vibration force generated by the unbalanced weight becomes constant, and the relative phase angle between the movable eccentric weight and the fixed eccentric weight may be adjusted.
Also in this case, the same effect as described above can be obtained.

【0017】また、この場合、起振力保持手段は、不平
衡重錘の回転周波数を検出する周波数検出手段と、不平
衡重錘が発生する起振力を一定に保つための上記回転周
波数と上記相対的位相角度との関係をマップデータとし
て記憶する記憶手段と、周波数検出手段にて検出された
回転周波数から、記憶手段に記憶されたマップデータを
用いて当該回転周波数に対応する相対的位相角度を決定
し、該相対的位相角度となるよう位相角度変更手段を動
作させる位相角度設定手段と、を有するものであること
が好ましい。
Further, in this case, the exciting force holding means includes a frequency detecting means for detecting the rotational frequency of the unbalanced weight and the rotational frequency for keeping the exciting force generated by the unbalanced weight constant. A storage means for storing the relationship with the relative phase angle as map data, and a relative phase corresponding to the rotation frequency from the rotation frequency detected by the frequency detection means using the map data stored in the storage means. And a phase angle setting means for operating the phase angle changing means so as to determine the angle and obtain the relative phase angle.

【0018】この場合は、不平衡重錘の回転周波数が変
化しても、周波数検出手段により検出した不平衡重錘の
回転周波数に基づき、記憶手段におけるマップデータを
用いれば、起振力を一定にするために必要な可動偏心重
錘と固定偏心重錘との相対的位相角度を容易且つ正確に
決定及び設定できるという効果が得られる。
In this case, even if the rotational frequency of the unbalanced weight changes, if the map data in the storage means is used on the basis of the rotational frequency of the unbalanced weight detected by the frequency detecting means, the exciting force can be kept constant. Therefore, it is possible to easily and accurately determine and set the relative phase angle between the movable eccentric weight and the fixed eccentric weight.

【0019】また、更に、可動偏心重錘と固定偏心重錘
との相対的位相角度を可動偏心重錘と固定偏心重錘とが
隣接する最小のものに設定した後、該相対的位相角度を
維持しながら駆動機を介して不平衡重錘の回転を開始さ
せる初期動作設定手段と、駆動機により回転される不平
衡重錘が発生する起振力の大きさを検出する起振力検出
手段と、回転を開始した不平衡重錘の回転周波数が増大
し、起振力検出手段にて検出される起振力が予め定めら
れた値に達すると、不平衡重錘の回転周波数に応じた上
記相対的位相角度の設定動作を行わしめる上記位相角度
設定手段による制御を開始させる制御開始手段と、を有
するよう構成することが好ましい。
Further, after the relative phase angle between the movable eccentric weight and the fixed eccentric weight is set to the minimum value where the movable eccentric weight and the fixed eccentric weight are adjacent to each other, the relative phase angle is set. Initial operation setting means for starting the rotation of the unbalanced weight through the driving machine while maintaining it, and vibrating force detection means for detecting the magnitude of the exciting force generated by the unbalanced weight rotated by the driving machine When the rotation frequency of the unbalanced weight that has started to rotate increases and the vibration force detected by the vibration force detection means reaches a predetermined value, the rotation frequency of the unbalanced weight is changed according to the rotation frequency. It is preferable to have a control starting means for starting control by the phase angle setting means for performing the relative phase angle setting operation.

【0020】ここで、可動偏心重錘と固定偏心重錘との
相対的位相角度が最小の状態とは、不平衡重錘の回転に
より発生する起振力が最大となる状態である。従って、
この場合は、不平衡重錘の回転が初期動作設定手段によ
って開始されると、当該回転の回転周波数が大幅に増大
しないうちに、起振力検出手段にて検出される起振力が
所定の値にまで容易に到達することになる。即ち、不平
衡重錘から発生される起振力を短時間で所定の値にまで
上昇させることができる。
Here, the state in which the relative phase angle between the movable eccentric weight and the fixed eccentric weight is minimum is a state in which the vibration force generated by the rotation of the unbalanced weight is maximum. Therefore,
In this case, when the rotation of the unbalanced weight is started by the initial operation setting means, the exciting force detected by the exciting force detecting means is set to a predetermined value before the rotation frequency of the rotation is significantly increased. The value will be easily reached. That is, the exciting force generated from the unbalanced weight can be increased to a predetermined value in a short time.

【0021】また、このように起振力が所定値にまで上
昇した後は、制御開始手段により位相角度設定手段によ
る制御が開始されるので、不平衡重錘の回転周波数がそ
の後変化しても、試験軌道に付加される起振力は所定値
に保持されることになる。つまり、本発明においても、
不平衡重錘の回転開始から所定の時間の間は不平衡重錘
の回転周波数が十分でないため、一定に保たれる対象た
る起振力は予め定めた大きさとなるまで不平衡重錘の回
転周波数の増大に伴い変化(増大)することになる。し
かし、上記のように相対的位相角度を最小にして不平衡
重錘を回転させれば、不平衡重錘の回転により発生する
起振力が短時間で所定の大きさにまで達するので、不平
衡重錘が回転し始めてから位相角度設定手段による制御
が開始されるまでの起振力の変化する時間を短時間に抑
えることができる。
Further, since the control start means starts the control by the phase angle setting means after the exciting force rises to the predetermined value in this way, even if the rotational frequency of the unbalanced weight changes thereafter. The exciting force applied to the test track is kept at a predetermined value. That is, also in the present invention,
Since the rotation frequency of the unbalanced weight is not sufficient for a predetermined time from the start of rotation of the unbalanced weight, the unbalanced weight rotates until the target exciting force that is kept constant reaches a predetermined value. It will change (increase) as the frequency increases. However, if the unbalanced weight is rotated with the relative phase angle minimized as described above, the exciting force generated by the rotation of the unbalanced weight reaches a predetermined magnitude in a short time, so It is possible to suppress the change time of the exciting force from the start of the rotation of the balance weight to the start of the control by the phase angle setting means in a short time.

【0022】一方、位相角度変更手段は、固定偏心重錘
を固定する軸の軸方向に移動可能な中間部材と、該中間
部材の上記軸方向の移動を可動偏心重錘の上記軸に対す
る回動に変換する変換手段と、中間部材を上記軸方向に
移動させることで、上記変換手段にて可動偏心重錘を上
記軸に対して回動させ、可動偏心重錘と固定偏心重錘と
の相対的位相角度を変更させる中間部材移動手段と、を
備えるよう構成することが好ましい。
On the other hand, the phase angle changing means includes an intermediate member that is movable in the axial direction of the shaft that fixes the fixed eccentric weight, and the axial movement of the intermediate member that rotates the movable eccentric weight with respect to the shaft. By converting the converting means and the intermediate member in the axial direction, the converting means rotates the movable eccentric weight with respect to the shaft, and the movable eccentric weight and the fixed eccentric weight move relative to each other. Preferably, the intermediate member moving means for changing the target phase angle is provided.

【0023】この場合、可動偏心重錘と固定偏心重錘と
の相対的位相角度は、中間部材の位置に対応したものと
して設定される。そして、この相対的位相角度は、中間
部材移動手段が駆動して中間部材が移動された際に変更
される。即ち、この位相角度変更手段では、中間部材移
動手段が、上記相対的位相角度を変更するときだけ駆動
すれば足りるため、効率良く相対的位相角度の変更・設
定を行うことができるという効果が得られる。
In this case, the relative phase angle between the movable eccentric weight and the fixed eccentric weight is set to correspond to the position of the intermediate member. The relative phase angle is changed when the intermediate member moving means is driven and the intermediate member is moved. That is, in this phase angle changing means, since the intermediate member moving means needs to be driven only when changing the relative phase angle, it is possible to effectively change and set the relative phase angle. To be

【0024】また、一方、上述した本発明の列車走行荷
重模擬起振機が行う起振方法によっても、上記本発明の
列車走行荷重模擬起振機による効果に対応する効果を得
ることができる。例えば、試験用に設けられた試験軌道
に対し、駆動周波数可変の起振力を付加できるよう構成
された起振部を用いて、列車走行時に前記試験軌道に作
用する荷重を模擬した起振力を付加する列車走行荷重模
擬起振方法であって、前記起振部の駆動周波数が変化し
ても前記起振部を介して前記試験軌道に付加される起振
力を一定に保持することを特徴とするものであれば、上
記と同様、試験軌道を有する地上側の系の周波数特性を
把握するための試験、或いは短時間で列車の車輪が多数
回試験軌道上を通過した時の荷重を模擬する促進試験を
好適に実施することができるという効果が得られる。
On the other hand, also by the vibration generating method performed by the train traveling load simulation vibrator of the present invention described above, it is possible to obtain the effect corresponding to the effect of the train traveling load simulation vibrator of the present invention. For example, a test track provided for testing is used with a vibration generator configured to add a drive frequency variable vibration force to a test track that simulates the load acting on the test track when the train is running. A method for simulating train running load by adding a method, wherein the motive force applied to the test track via the oscillating section is kept constant even if the drive frequency of the oscillating section changes. If it is one of the features, as in the above, a test for grasping the frequency characteristics of the system on the ground side having a test track, or a load when the train wheels pass on the test track many times in a short time It is possible to obtain the effect that the simulated test that is simulated can be appropriately performed.

【0025】[0025]

【発明の実施の形態】以下に、本発明の実施例を図面と
共に説明する。図1は、本実施例の列車走行荷重模擬起
振機1の全体構成を示す概略図である。本実施例の列車
走行荷重模擬起振機1は、軌道10と該軌道10を支持
する部材20といった各種の軌道部材からなる試験軌道
と、静荷重付加用重錘30と、起振部40と、コントロ
ーラ120と、データ収録装置140とを備えている。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a schematic diagram showing the overall configuration of a train running load simulation vibrator 1 of this embodiment. The train running load simulation vibration oscillating machine 1 of the present embodiment includes a test track including various track members such as a track 10 and a member 20 supporting the track 10, a static load applying weight 30, and an oscillating section 40. , A controller 120 and a data recording device 140.

【0026】軌道10は、営業線とは別に試験用に敷設
された軌道であり、平行に配置された長さ10m程度の
2本のレールとして構成されている。軌道10を支持す
る部材20は、軌道10を支持する一本のまくらぎ12
と、該まくらぎ12に軌道10を締結するレール締結装
置14と、砕石を敷いてなるバラスト道床、或いはゴム
マット等のバラストマット等としてなり、まくらぎ12
と路盤18との間に介在する道床16とを有するものと
して構成されている。
The track 10 is a track laid for testing separately from the commercial line, and is composed of two rails arranged in parallel and having a length of about 10 m. The member 20 that supports the track 10 includes a single sleeper 12 that supports the track 10.
A rail fastening device 14 for fastening the track 10 to the sleeper 12, a ballast bed laid with crushed stone, or a ballast mat such as a rubber mat.
And the roadbed 16 interposed between the roadbed and the roadbed 18.

【0027】静荷重付加用重錘30は、列車の静荷重に
相当するものであり、上記2本のレールからなる軌道1
0の軸方向の両端部分に取り付けられた重錘として構成
されている。起振部40は、軌道10に当接するよう配
置され又は固定され、試験軌道10に起振力を付加する
ものである。
The static load applying weight 30 corresponds to the static load of the train, and the track 1 composed of the above two rails.
It is configured as a weight attached to both axial end portions of 0. The vibrating section 40 is arranged or fixed so as to come into contact with the track 10, and applies a vibrating force to the test track 10.

【0028】ここで、起振部40の構成につき、図1に
加え図2(a),(b)も参照して説明する。尚、図2
(a)は、図1に示す列車走行荷重模擬起振機1の起振
部40の概略構成を示す平面視断面図であり、図2
(b)は、起振部40により起振力が発生される原理を
示す説明図である。
Here, the structure of the vibrating section 40 will be described with reference to FIGS. 2 (a) and 2 (b) in addition to FIG. Incidentally, FIG.
2A is a cross-sectional plan view showing a schematic configuration of an oscillating section 40 of the train traveling load simulation oscillating machine 1 shown in FIG.
(B) is an explanatory view showing a principle that an exciting force is generated by the exciting unit 40.

【0029】図示するように、起振部40は、不平衡重
錘42,44と、駆動電動機46と、位相角度変更部4
8とを備えている。一方の不平衡重錘42は、軸51
と、該軸51の両端部に装着された固定偏心重錘53,
55と、該両端部に軸51に対して回動可能となるよう
設けた可動偏心重錘57,59とを有している。
As shown in the figure, the vibrating section 40 includes the unbalanced weights 42 and 44, the drive motor 46, and the phase angle changing section 4.
8 and. One of the unbalanced weights 42 has a shaft 51
Fixed eccentric weights 53 attached to both ends of the shaft 51,
55, and movable eccentric weights 57 and 59 provided at both ends thereof so as to be rotatable with respect to the shaft 51.

【0030】具体的には、軸51の両端部には、円盤6
1,63が装着されており、固定偏心重錘53,55
は、該円盤61,63のなす円状部分の半径方向の一端
部分に夫々設けられている。また、軸51の両端部に
は、軸51に対して回動可能に円盤65,67が設けら
れており、可動偏心重錘57,59は該円盤65,67
のなす円状部分の半径方向の一端部分に夫々設けられて
いる。また、軸51上には、歯車69も設けられてい
る。
Specifically, the disks 6 are provided on both ends of the shaft 51.
1, 63 are mounted and fixed eccentric weights 53, 55
Are provided at one end portion in the radial direction of the circular portion formed by the disks 61 and 63, respectively. Further, disks 65 and 67 are provided at both ends of the shaft 51 so as to be rotatable with respect to the shaft 51, and the movable eccentric weights 57 and 59 are provided to the disks 65 and 67.
Is provided at one end portion in the radial direction of the circular portion formed by. A gear 69 is also provided on the shaft 51.

【0031】他方の不平衡重錘44は、不平衡重錘42
と略平行に配置されており、不平衡重錘42と同様の構
成を有している。そこで、図中に示した不平衡重錘44
の各構成要素には上記不平衡重錘42の各構成要素と同
様の符号を付し、その説明を省略する。但し、区別の便
宜のため、不平衡重錘44側の各構成要素を示す符号に
は更に「a」を付してある。
The other unbalanced weight 44 is the unbalanced weight 42.
Are arranged substantially in parallel with each other and have the same configuration as the unbalanced weight 42. Therefore, the unbalanced weight 44 shown in the figure
The same reference numerals as the respective constituent elements of the unbalanced weight 42 are given to the respective constituent elements of, and the description thereof will be omitted. However, for convenience of distinction, the reference numeral indicating each component on the unbalanced weight 44 side is further attached with “a”.

【0032】不平衡重錘42側の歯車69と不平衡重錘
44側の歯車69aとは噛合した状態とされており、後
述のように駆動電動機46から歯車69及び69aを介
して軸51及び51aに回転駆動力が付与された際に
は、不平衡重錘42及び44が互いに逆方向に回転する
よう構成されている。
The gear 69 on the side of the unbalanced weight 42 and the gear 69a on the side of the unbalanced weight 44 are in mesh with each other, and as will be described later, the drive motor 46 passes through the gears 69 and 69a to the shaft 51 and When the rotational driving force is applied to 51a, the unbalanced weights 42 and 44 are configured to rotate in directions opposite to each other.

【0033】そして、後述の位相角度変更部48の機能
も相俟って、不平衡重錘42,44では、この回転の際
に不平衡重錘42側の偏心重錘53,55,57,59
と不平衡重錘44側の偏心重錘53a,55a,57
a,59aが上下方向を向いたときには、不平衡重錘4
2,44の遠心力により上下方向の起振力が発生される
一方、これらの偏心重錘が左右方向を向いたときには、
不平衡重錘42の遠心力と不平衡重錘44の遠心力とが
打ち消しあって左右方向の起振力は発生されないよう構
成されている。
In addition, the unbalanced weights 42, 44, together with the function of the phase angle changing unit 48 described later, cause the eccentric weights 53, 55, 57, 57, 59
And the eccentric weights 53a, 55a, 57 on the side of the unbalanced weight 44
When a and 59a face up and down, the unbalanced weight 4
The vertical force is generated by the centrifugal force of 2,44, and when these eccentric weights are oriented in the left-right direction,
The centrifugal force of the unbalanced weight 42 and the centrifugal force of the unbalanced weight 44 cancel each other out, so that an exciting force in the left-right direction is not generated.

【0034】駆動電動機46は、歯車71が装着された
回転連結棒73にユニバーサルジョイント75,77を
有する伝達軸79を介して接続されており、回転連結棒
73及び歯車71に回転駆動力を付与するよう構成され
ている。そして、歯車71は歯車69に噛合した状態と
されている。従って、駆動電動機46が歯車71を回転
させた際には、不平衡重錘42及び44が上記のように
逆方向に回転され、不平衡重錘42,44から上下方向
の起振力が発生される。
The drive motor 46 is connected to a rotary connecting rod 73, to which a gear 71 is mounted, via a transmission shaft 79 having universal joints 75 and 77, and applies a rotary drive force to the rotary connecting rod 73 and the gear 71. Is configured to. The gear 71 is in mesh with the gear 69. Therefore, when the drive motor 46 rotates the gear 71, the unbalanced weights 42 and 44 are rotated in the opposite directions as described above, and the unbalanced weights 42 and 44 generate a vertical vibration force. To be done.

【0035】位相角度変更部48は、サーボモータ81
と、回転連結棒83と、ユニバーサルジョイント85,
87を有する伝達軸89と、横軸91と、可動偏心重錘
制御軸93,95と、ボールねじ97と、チェンジナッ
トボールねじ99,101,103,105とを有して
いる。
The phase angle changing unit 48 includes a servo motor 81.
, The rotary connecting rod 83, the universal joint 85,
It has a transmission shaft 89 having 87, a horizontal shaft 91, movable eccentric weight control shafts 93, 95, a ball screw 97, and change nut ball screws 99, 101, 103, 105.

【0036】サーボモータ81と回転連結棒83とは、
ユニバーサルジョイント85,87を有する伝達軸89
を介して接続されており、サーボモータ81が駆動する
と、回転連結棒83に回転駆動力が付与される。サーボ
モータ81から伝達軸89を介して回転連結棒83に至
る軸は、軸51及び51aの間に該軸51及び51aと
略平行となるよう延設されている。
The servo motor 81 and the rotary connecting rod 83 are
Transmission shaft 89 having universal joints 85, 87
When the servo motor 81 is driven, a rotary driving force is applied to the rotary connecting rod 83. A shaft extending from the servo motor 81 to the rotary connecting rod 83 via the transmission shaft 89 is provided between the shafts 51 and 51a so as to be substantially parallel to the shafts 51 and 51a.

【0037】横軸91は、回転連結棒83に対して略垂
直な横方向に延在する軸部であり、当該横軸91の中央
部には貫通孔91aが、両端部には透孔91b,91c
が設けられている。貫通孔91aには回転連結棒83が
通されており、貫通孔91aに通された回転連結棒83
の部分と貫通孔91aの部分とでボールねじ97を構成
している。つまり、貫通孔91aに通された回転連結棒
83の外周部分にボールねじ97のねじ軸97aが設け
られ、貫通孔91aの内壁部分にボールねじ97のナッ
ト部97bが設けられている。
The horizontal shaft 91 is a shaft portion that extends in a horizontal direction substantially perpendicular to the rotary connecting rod 83. The horizontal shaft 91 has a through hole 91a at the center and a through hole 91b at both ends. , 91c
Is provided. The rotary connecting rod 83 is passed through the through hole 91a, and the rotary connecting rod 83 is passed through the through hole 91a.
And the portion of the through hole 91a form a ball screw 97. That is, the screw shaft 97a of the ball screw 97 is provided on the outer peripheral portion of the rotary connecting rod 83 passed through the through hole 91a, and the nut portion 97b of the ball screw 97 is provided on the inner wall portion of the through hole 91a.

【0038】透孔91b,91cには可動偏心重錘制御
軸93,95の一端部が回動自在に配置されている。但
し、可動偏心重錘制御軸93,95は横軸91に対して
軸方向には移動できないよう保持されている。軸51及
び51a内には、その軸方向に延びる貫通孔たる軸孔1
07,109が設けられており、可動偏心重錘側の円盤
65,67及び65a,67aの中央部分には軸孔10
7,109と軸心を同じくした透孔111,113及び
111a,113aが設けられている。可動偏心重錘制
御軸93,95は、この軸孔107及び109、透孔1
11,113及び111a,113aに回動可能となる
よう夫々配置されている。
One ends of the movable eccentric weight control shafts 93 and 95 are rotatably arranged in the through holes 91b and 91c. However, the movable eccentric weight control shafts 93 and 95 are held so as not to move in the axial direction with respect to the horizontal shaft 91. In the shafts 51 and 51a, there is a shaft hole 1 which is a through hole extending in the axial direction.
07, 109 are provided, and the shaft holes 10 are provided in the central portions of the disks 65, 67 and 65a, 67a on the movable eccentric weight side.
Through holes 111, 113 and 111a, 113a having the same axis as 7, 109 are provided. The movable eccentric weight control shafts 93 and 95 are provided in the shaft holes 107 and 109 and the through hole 1.
11, 113 and 111a, 113a are arranged so as to be rotatable.

【0039】そして、透孔111に通された可動偏心重
錘制御軸93の部分と透孔111の部分とでチェンジナ
ットボールねじ99を構成すると共に、透孔113に通
された可動偏心重錘制御軸93の部分と透孔113の部
分とでチェンジナットボールねじ101を構成してい
る。また、透孔111aに通された可動偏心重錘制御軸
95の部分と透孔111aの部分とでチェンジナットボ
ールねじ103を構成すると共に、透孔113aに通さ
れた可動偏心重錘制御軸95の部分と透孔113aの部
分とでチェンジナットボールねじ105を構成してい
る。
Then, the movable eccentric weight passing through the through hole 111 constitutes a change nut ball screw 99 with the control shaft 93 and the through hole 111, and the movable eccentric weight passing through the through hole 113. The control nut 93 and the through hole 113 form a change nut ball screw 101. Further, the portion of the movable eccentric weight control shaft 95 passed through the through hole 111a and the portion of the through hole 111a constitute the change nut ball screw 103, and the movable eccentric weight control shaft 95 passed through the through hole 113a. And the portion of the through hole 113a constitute the change nut ball screw 105.

【0040】つまり、透孔111に通された可動偏心重
錘制御軸93の外周部分に設けられたねじ軸99aと透
孔111の内壁部分に設けられたナット部99bとでチ
ェンジナットボールねじ99をなし、透孔113に通さ
れた可動偏心重錘制御軸93の外周部分に設けられたね
じ軸101aと透孔113の内壁部分に設けられたナッ
ト部101bとでチェンジナットボールねじ101をな
している。また、透孔111aに通された可動偏心重錘
制御軸95の外周部分に設けられたねじ軸103aと透
孔111aの内壁部分に設けられたナット部103bと
でチェンジナットボールねじ103をなし、透孔113
aに通された可動偏心重錘制御軸95の外周部分に設け
られたねじ軸105aと透孔113aの内壁部分に設け
られたナット部105bとでチェンジナットボールねじ
105をなしている。
That is, the change nut ball screw 99 is formed by the screw shaft 99a provided on the outer peripheral portion of the movable eccentric weight control shaft 93 passed through the through hole 111 and the nut portion 99b provided on the inner wall portion of the through hole 111. The change nut ball screw 101 is formed by the screw shaft 101a provided on the outer peripheral portion of the movable eccentric weight control shaft 93 passed through the through hole 113 and the nut portion 101b provided on the inner wall portion of the through hole 113. ing. Further, the change nut ball screw 103 is formed by the screw shaft 103a provided on the outer peripheral portion of the movable eccentric weight control shaft 95 passed through the through hole 111a and the nut portion 103b provided on the inner wall portion of the through hole 111a. Through hole 113
The change nut ball screw 105 is formed by the screw shaft 105a provided on the outer peripheral portion of the movable eccentric weight control shaft 95 passed through a and the nut portion 105b provided on the inner wall portion of the through hole 113a.

【0041】起振部40は、このように構成された位相
角度変更部48を有しているため、不平衡重錘42,4
4の回転時等にサーボモータ81が駆動して回転連結棒
83が回転駆動されると、ボールねじ97の働きによ
り、回転連結棒83の回転が横軸91の前後方向(図2
(a)中の矢印X方向)の移動に変換される。
Since the vibrating section 40 has the phase angle changing section 48 thus constructed, the unbalanced weights 42, 4 are
When the servo motor 81 is driven and the rotary connecting rod 83 is rotationally driven during the rotation of 4, the rotation of the rotary connecting rod 83 is caused by the action of the ball screw 97 to move in the front-back direction of the horizontal shaft 91 (see FIG. 2).
It is converted into movement in the direction of arrow X in (a).

【0042】横軸91がこのように前後方向に移動され
ると、可動偏心重錘制御軸93,95が横軸91と共に
前後方向に移動する。そして、この可動偏心重錘制御軸
93,95の前後方向の移動は、チェンジナットボール
ねじ99,101,103,105の働きにより可動偏
心重錘57,59及び57a,59aの軸51及び51
a夫々に対する回動(図2(b)に示した矢印Y,Y’
方向の回動)に変換される。
When the horizontal shaft 91 is thus moved in the front-rear direction, the movable eccentric weight control shafts 93, 95 move in the front-rear direction together with the horizontal shaft 91. The movement of the movable eccentric weight control shafts 93 and 95 in the front-rear direction is caused by the action of the change nut ball screws 99, 101, 103 and 105, and the shafts 51 and 51 of the movable eccentric weights 57, 59 and 57a, 59a.
Rotation with respect to each a (arrows Y and Y ′ shown in FIG. 2B)
Direction rotation).

【0043】つまり、サーボモータ81を駆動すること
で、固定偏心重錘53,55に対する可動偏心重錘5
7,59の相対的位相角度と、固定偏心重錘53a,5
5aに対する可動偏心重錘57a,59aの相対的位相
角度とを変更することができる。
That is, by driving the servo motor 81, the movable eccentric weight 5 with respect to the fixed eccentric weights 53 and 55 is moved.
7, 59 relative phase angles and fixed eccentric weights 53a, 5
The relative phase angle of the movable eccentric weights 57a and 59a with respect to 5a can be changed.

【0044】従って、起振部40では、このように相対
的位相角度を変更することで、不平衡重錘42,44が
発生する起振力を変化させることができる。但し、不平
衡重錘42側の固定偏心重錘53,55と可動偏心重錘
57,59の位置関係と、不平衡重錘44側の固定偏心
重錘53a,55aと可動偏心重錘57a,59aの位
置関係は、図2(b)に示すように、不平衡重錘42,
44間の上下方向中心線Zを介して線対称となるよう構
成されている。
Therefore, in the vibrating section 40, the vibrating force generated by the unbalanced weights 42 and 44 can be changed by changing the relative phase angle in this way. However, the positional relationship between the fixed eccentric weights 53, 55 and the movable eccentric weights 57, 59 on the unbalanced weight 42 side, the fixed eccentric weights 53a, 55a and the movable eccentric weights 57a on the unbalanced weight 44 side, As shown in FIG. 2B, the positional relationship of 59a is such that the unbalanced weights 42,
It is configured to be line-symmetrical with respect to the vertical centerline Z between 44.

【0045】よって、駆動電動機46により不平衡重錘
42,44が回転された際には、上述のように上下方向
の直線的な起振力のみが発生される。一方、コントロー
ラ120は、CPU、ROM、RAM等を備えたマイク
ロコンピュータを中心として構成された装置であり、こ
のコントローラ120は、キーボード、マウス等のデー
タ入力手段(図示省略)も有している。
Therefore, when the unbalanced weights 42, 44 are rotated by the drive motor 46, only the vertical exciting force is generated as described above. On the other hand, the controller 120 is a device mainly composed of a microcomputer including a CPU, a ROM, a RAM, etc. The controller 120 also has a data input means (not shown) such as a keyboard and a mouse.

【0046】コントローラ120は、駆動電動機46や
サーボモータ81に接続されている。また、駆動電動機
46には、駆動電動機46の駆動周波数(不平衡重錘4
2,44の回転周波数に相当)を検出するための速度セ
ンサ115が取り付けられており、この速度センサ11
5もコントローラ120には接続されている。
The controller 120 is connected to the drive motor 46 and the servomotor 81. In addition, the drive motor 46 includes a drive frequency of the drive motor 46 (the unbalanced weight 4
A speed sensor 115 for detecting the rotational frequency of 2,44) is attached.
5 is also connected to the controller 120.

【0047】また、不平衡重錘42,44には、可動偏
心重錘57,59と固定偏心重錘53,55の相対的位
相角度と、可動偏心重錘57a,59aと固定偏心重錘
53a,55aの相対的位相角度とを検出するための位
相センサ116が取り付けられており、この位相センサ
116もコントローラ120に接続されている。
The unbalanced weights 42 and 44 include the relative phase angles of the movable eccentric weights 57 and 59 and the fixed eccentric weights 53 and 55, the movable eccentric weights 57a and 59a, and the fixed eccentric weight 53a. , 55a are attached to the phase sensor 116 for detecting the relative phase angles, and the phase sensor 116 is also connected to the controller 120.

【0048】更に、不平衡重錘42,44の下部には、
不平衡重錘42,44の回転により起振部40から試験
軌道10に付加される起振力を検出するためのロードセ
ル117が設けられており、このロードセル117もコ
ントローラ120に接続されている。
Further, below the unbalanced weights 42 and 44,
A load cell 117 for detecting an exciting force applied to the test track 10 from the exciting unit 40 by the rotation of the unbalanced weights 42 and 44 is provided, and the load cell 117 is also connected to the controller 120.

【0049】また、コントローラ120内のROM等の
記憶装置には、図3に示すマップデータが記憶されてい
る。このマップデータは、駆動電動機46により回転さ
れる不平衡重錘42,44が発生する起振力を一定に保
つための、不平衡重錘42,44の回転周波数と、可動
偏心重錘57,59、固定偏心重錘53,55間の相対
的位相角度(或いはこの相対的位相角度と同値となる可
動偏心重錘57a,59a、固定偏心重錘53a,55
a間の相対的位相角度)との関係を示すものである。図
3では、不平衡重錘42,44が発生する起振力を20
kN,30kN,40kN,50kNに保持するための
関係が夫々例示的に示してある。
The map data shown in FIG. 3 is stored in a storage device such as a ROM in the controller 120. This map data shows the rotational frequencies of the unbalanced weights 42 and 44 and the movable eccentric weights 57, for keeping the vibration force generated by the unbalanced weights 42 and 44 rotated by the drive motor 46 constant. 59, the relative phase angle between the fixed eccentric weights 53, 55 (or the movable eccentric weights 57a, 59a and the fixed eccentric weights 53a, 55 having the same value as the relative phase angle).
The relative phase angle between a) is shown. In FIG. 3, the vibration force generated by the unbalanced weights 42 and 44 is 20
The relationships for holding at kN, 30 kN, 40 kN, and 50 kN are shown as examples.

【0050】コントローラ120は、速度センサ11
5、位相センサ116、ロードセル117等の各種検出
手段からの検出値や上記のマップデータ、ROM、RA
M内のデータ、プログラムに基づいて、駆動電動機46
やサーボモータ81にこれらを駆動するための制御信号
を出力する。
The controller 120 uses the speed sensor 11
5, detection values from various detection means such as the phase sensor 116 and the load cell 117, the above map data, ROM, RA
Based on the data and program in M, the drive motor 46
And a control signal for driving these to the servo motor 81.

【0051】一方、データ収録装置140は、ハードデ
ィスク装置等のデータ記録用の装置として構成されたも
のである。データ収録装置140には、後述のように、
本実施例の列車走行荷重模擬起振機1による試験で計測
され、コントローラ120に入力される各種のデータ
(上記の起振力等)が逐次記録される。
On the other hand, the data recording device 140 is configured as a device for recording data such as a hard disk device. In the data recording device 140, as described later,
Various data (the above-mentioned exciting force and the like) which are measured in the test by the train traveling load simulation exciter 1 of the present embodiment and input to the controller 120 are sequentially recorded.

【0052】また、まくらぎ12には、まくらぎ12の
上下方向の変位量を検出するための変位センサ118が
取り付けられており、この変位センサ118からの検出
データも逐次データ収録装置140に記録される。な
お、変位センサ118については、複数個用意してまく
らぎ12の複数箇所の上下方向変位量を計測できるよう
にしても良い。その場合、データ収録装置140に記録
される検出データは複数の変位センサ118から得られ
たデータの平均値等として処理しても良い。
Further, a displacement sensor 118 for detecting the amount of vertical displacement of the sleeper 12 is attached to the sleeper 12, and the detection data from the displacement sensor 118 is also sequentially recorded in the data recording device 140. To be done. It should be noted that a plurality of displacement sensors 118 may be prepared so that vertical displacement amounts at a plurality of locations of the sleeper 12 can be measured. In that case, the detection data recorded in the data recording device 140 may be processed as an average value or the like of the data obtained from the plurality of displacement sensors 118.

【0053】次に、上記のように構成された本実施例の
列車走行荷重模擬起振機1にて、軌道10、軌道10を
支持する部材20、路盤18を含む地上側の系の共振周
波数を計測する際にコントローラ120にて実行される
共振周波数計測処理、及び短時間で列車の車輪が多数回
試験軌道10上を通過した時に試験軌道に作用する荷重
を模擬する促進試験(耐久試験)を行う際にコントロー
ラ120にて実行される促進試験処理について、図4及
び図5に示すフローチャートに沿って説明する。
Next, in the train running load simulation vibrator 1 of the present embodiment configured as described above, the resonance frequency of the system on the ground side including the track 10, the member 20 supporting the track 10 and the roadbed 18. Frequency measurement processing executed by the controller 120 when measuring the speed, and acceleration test (durability test) that simulates the load acting on the test track when the train wheels pass on the test track 10 multiple times in a short time. The accelerated test process executed by the controller 120 when performing the above will be described with reference to the flowcharts shown in FIGS. 4 and 5.

【0054】まず、共振周波数計測処理は、データ入力
手段にて共振周波数計測を行う旨の情報を入力した際に
開始される。そして、共振周波数計測処理では、図4に
示すように、まず、S100(Sはステップを表す)に
て、目標値設定を行う。共振周波数計測では、起振部4
0から試験軌道10に付加される上下方向の起振力を一
定に保ったまま、不平衡重錘42,44の回転周波数を
所定の回転増減速度で所定の最大回転周波数まで変化
(増大)させ、その変化の際における地上側の系の振動
状態(変位センサ118にて検出されるまくらぎ12の
上下方向振動の振幅)の変化を見ることで、地上側の系
の共振周波数を確認する。
First, the resonance frequency measuring process is started when the information for measuring the resonance frequency is input to the data input means. Then, in the resonance frequency measurement process, as shown in FIG. 4, first, a target value is set in S100 (S represents a step). In the resonance frequency measurement, the vibration generator 4
The rotational frequency of the unbalanced weights 42, 44 is changed (increased) to a predetermined maximum rotational frequency at a predetermined rotational speed increase / decrease rate while keeping the vertical vibration force applied to the test track 10 constant from 0. The resonance frequency of the system on the ground side is confirmed by observing the change in the vibration state of the system on the ground side (the amplitude of the vertical vibration of the sleeper 12 detected by the displacement sensor 118) during the change.

【0055】S100では、この計測時に起振部40か
ら試験軌道に一定値として付加される起振力や、不平衡
重錘42,44の最大回転周波数を、データ入力手段を
用いて目標値として設定する。この計測時における不平
衡重錘42,44の回転増減速度は予め所定の値に設定
されている。但し、この回転増減速度もS100で設定
できるようにしても良いのは勿論のことである。
At S100, the exciting force applied as a constant value from the exciting unit 40 to the test track at the time of this measurement, and the maximum rotation frequency of the unbalanced weights 42 and 44 are set as target values using the data input means. Set. The rotation increasing / decreasing speed of the unbalanced weights 42, 44 at the time of this measurement is set to a predetermined value in advance. However, it goes without saying that this rotational speed increasing / decreasing speed may also be set in S100.

【0056】次に、S110では、位相センサ116か
らの検出信号を用いて、可動偏心重錘57,59,57
a,59aの固定偏心重錘53,55,53a,55a
夫々に対する位置(相対的位相角度)の確認を行う。そ
して、S120では、S110で検出された位置、即ち
相対的位相角度が0、つまり、可動偏心重錘57,5
9,57a,59aと固定偏心重錘53,55,53
a,55a夫々が隣接する最小のものであるか否かの確
認を行う。
Next, in S110, the movable eccentric weights 57, 59, 57 are used by using the detection signal from the phase sensor 116.
a, 59a fixed eccentric weights 53, 55, 53a, 55a
The position (relative phase angle) of each is confirmed. Then, in S120, the position detected in S110, that is, the relative phase angle is 0, that is, the movable eccentric weights 57, 5
9, 57a, 59a and fixed eccentric weights 53, 55, 53
It is confirmed whether or not a and 55a are the smallest adjacent to each other.

【0057】そして、S120にて、この相対的位相角
度が0ではないと判断されると(S120:NO)、S
130に移行する。S130では、サーボモータ81を
駆動させることで当該相対的位相角度を0に修正した
上、再びS110に移行する。一方、S120にて、当
該相対的位相角度が0であると判断されると(S12
0:YES)、S140に移行する。S140では、駆
動電動機46を駆動させて不平衡重錘42,44の回転
を始動させる。但し、回転を開始した不平衡重錘42,
44の回転増減速度は上記所定の値となるよう制御され
る。
When it is determined in S120 that the relative phase angle is not 0 (S120: NO), S
Move to 130. In S130, the relative phase angle is corrected to 0 by driving the servo motor 81, and then the process proceeds to S110 again. On the other hand, when it is determined in S120 that the relative phase angle is 0 (S12
0: YES), and the process proceeds to S140. In S140, the drive motor 46 is driven to start the rotation of the unbalanced weights 42 and 44. However, the unbalanced weight 42 that started to rotate,
The rotation increasing / decreasing speed of 44 is controlled to be the above-mentioned predetermined value.

【0058】次に、S150では、ロードセル117か
らの検出信号を用いて、不平衡重錘42,44から発生
される起振力が、不平衡重錘42,44の回転周波数の
増大に伴って増大して、S100にて設定した設定値に
まで到達したか否かの確認を行う。
Next, in S150, by using the detection signal from the load cell 117, the exciting force generated from the unbalanced weights 42, 44 is increased as the rotational frequency of the unbalanced weights 42, 44 increases. It is confirmed whether or not the number has increased to reach the set value set in S100.

【0059】S150の確認処理は、不平衡重錘42,
44から発生される起振力が当該設定値に達しない限り
(S150:NO)、繰返し行われるが、達したことが
確認されると(S150:YES)、S160に移行す
る。但し、本実施例では、上述のように可動偏心重錘5
7,59,57a,59aと固定偏心重錘53,55,
53a,55a夫々の相対的位相角度が最小にされた状
態で不平衡重錘42,44が回転始動されるので、不平
衡重錘42,44から発生される起振力は、不平衡重錘
42,44の回転周波数が大幅に増大しないうちに容易
にS100で設定した設定値にまで到達することにな
る。
The confirmation processing of S150 is performed by the unbalanced weights 42,
As long as the excitation force generated from 44 does not reach the set value (S150: NO), the process is repeated, but if it is confirmed (S150: YES), the process proceeds to S160. However, in the present embodiment, as described above, the movable eccentric weight 5
7, 59, 57a, 59a and fixed eccentric weights 53, 55,
Since the unbalanced weights 42 and 44 are rotationally started in a state where the relative phase angles of the respective 53a and 55a are minimized, the vibration force generated from the unbalanced weights 42 and 44 is Before the rotation frequencies of 42 and 44 increase significantly, the set values set in S100 can be easily reached.

【0060】つまり、このように相対的位相角度が最小
とされる状態とは、不平衡重錘42,44の回転により
発生する起振力が最大となる状態であることから、この
相対的位相角度が当該最小の値より大きなものとされて
いる場合に比べ、当該起振力は短時間で設定値にまで上
昇する。
That is, the state in which the relative phase angle is minimized in this way is a state in which the vibration force generated by the rotation of the unbalanced weights 42, 44 is maximized, so this relative phase Compared with the case where the angle is set to be larger than the minimum value, the exciting force rises to the set value in a short time.

【0061】不平衡重錘42,44の回転周波数はS1
60に移行した後も所定の回転増減速度にて増大する
が、このS160では、速度センサ115からの検出信
号に基づき不平衡重錘42,44の回転周波数を検出す
る。そして、続くS170では、コントローラ120内
に記憶された図3に示すマップデータに基づき、不平衡
重錘42,44から発生される起振力をS100にて設
定された設定値の起振力に維持するために必要な可動偏
心重錘57,59,57a,59aと固定偏心重錘5
3,55,53a,55a夫々の相対的位相角度を、S
160で検出された回転周波数に対応するものとして決
定する。次いで、そのような相対的位相角度となるよう
サーボモータ81を含む位相角度変更部48を動作させ
る。
The rotation frequency of the unbalanced weights 42 and 44 is S1.
After the shift to 60, the speed increases at a predetermined rotational speed increasing / decreasing speed. In S160, the rotational frequencies of the unbalanced weights 42 and 44 are detected based on the detection signal from the speed sensor 115. Then, in subsequent S170, based on the map data shown in FIG. 3 stored in the controller 120, the exciting force generated from the unbalanced weights 42, 44 is set to the exciting force having the set value set in S100. Movable eccentric weights 57, 59, 57a, 59a and fixed eccentric weights 5 required to maintain
The relative phase angle of each of 3, 55, 53a, 55a is S
Determined as corresponding to the rotational frequency detected at 160. Then, the phase angle changing unit 48 including the servo motor 81 is operated so as to obtain such a relative phase angle.

【0062】次に、S180では、現段階における種々
のデータをデータ収録装置140に記録する。記録対象
となるデータは、ロードセル117からの検出信号に基
づく不平衡重錘42,44からの起振力と、速度センサ
115からの検出信号に基づく不平衡重錘42,44の
回転周波数である。また、このとき、これらのデータ記
録と同期して変位センサ118からの検出信号に基づく
まくらぎ12の上下方向変位量もデータ収録装置140
に記録される。
Next, in S180, various data at the current stage are recorded in the data recording device 140. The data to be recorded are the vibration force from the unbalanced weights 42 and 44 based on the detection signal from the load cell 117 and the rotation frequency of the unbalanced weights 42 and 44 based on the detection signal from the speed sensor 115. . In addition, at this time, the vertical displacement amount of the sleeper 12 based on the detection signal from the displacement sensor 118 is also synchronized with the data recording, and the data recording device 140 is also provided.
Recorded in.

【0063】続くS190では、不平衡重錘42,44
の回転周波数がS100にて設定した最大回転周波数に
到達したか否かが判断される。不平衡重錘42,44の
回転周波数がこの最大回転周波数に到達していない間
は、S190にて否定判断され(S190:NO)、S
160〜S190の処理が繰返し実行される。
In subsequent S190, the unbalanced weights 42 and 44 are
It is determined whether or not the rotation frequency of has reached the maximum rotation frequency set in S100. While the rotation frequency of the unbalanced weights 42 and 44 has not reached this maximum rotation frequency, a negative determination is made in S190 (S190: NO), S
The processing of 160 to S190 is repeatedly executed.

【0064】従って、この繰返し実行される処理中のS
160、S170の処理を通じて、不平衡重錘42,4
4の回転周波数が増大しても不平衡重錘42,44から
試験軌道に付加される起振力はS100で設定した設定
値に保持される。また、このように不平衡重錘42,4
4の回転周波数が増大していく際に、S180の処理を
通じて、不平衡重錘42,44からの起振力、不平衡重
錘42,44の回転周波数、まくらぎ12の上下方向変
位量がデータ収録装置140に逐次記録されるので、例
えば、記録される上記回転周波数と上記上下方向変位量
との関係を見れば、上記上下方向変位量に変化が起きる
回転周波数を地上側の系の共振周波数として特定でき
る。
Therefore, S in the process which is repeatedly executed
Through the processing of 160 and S170, the unbalanced weights 42, 4
Even if the rotation frequency of 4 increases, the vibration force applied from the unbalanced weights 42 and 44 to the test track is held at the set value set in S100. Also, in this way, the unbalanced weights 42, 4
When the rotation frequency of 4 increases, the vibration force from the unbalanced weights 42, 44, the rotation frequency of the unbalanced weights 42, 44, and the vertical displacement amount of the sleeper 12 are increased through the processing of S180. Since the data is sequentially recorded in the data recording device 140, for example, looking at the relationship between the recorded rotational frequency and the vertical displacement amount, the rotational frequency at which the vertical displacement amount changes is resonated in the system on the ground side. It can be specified as a frequency.

【0065】一方、不平衡重錘42,44の回転周波数
がS100で設定した最大回転周波数に到達すると、S
190にて肯定判断され(S190:YES)、S20
0に移行する。S200では、不平衡重錘42,44の
回転を停止する処理を行い、当該共振周波数計測処理が
終了される。具体的には、位相角度変更部48を動作さ
せて可動偏心重錘57,59,57a,59aと固定偏
心重錘53,55,53a,55a夫々が対向した状態
(即ち、不平衡重錘42,44から起振力が発生されな
い状態)にした上、駆動電動機46を停止させ、不平衡
重錘42,44の回転を止める。
On the other hand, when the rotation frequency of the unbalanced weights 42, 44 reaches the maximum rotation frequency set in S100, S
An affirmative decision is made at 190 (S190: YES), S20
Move to 0. In S200, a process of stopping the rotation of the unbalanced weights 42 and 44 is performed, and the resonance frequency measurement process is ended. Specifically, the phase angle changing unit 48 is operated so that the movable eccentric weights 57, 59, 57a, 59a and the fixed eccentric weights 53, 55, 53a, 55a face each other (that is, the unbalanced weight 42). , 44 is not generated, and the drive motor 46 is stopped to stop the rotation of the unbalanced weights 42, 44.

【0066】一方、促進試験処理は、データ入力手段に
て促進試験を行う旨の情報を入力した際に開始される。
促進試験では、起振部40から試験軌道に付加される上
下方向の起振力を一定に保ったまま、不平衡重錘42,
44の回転周波数を所定の回転増減速度で所定の高速回
転周波数たる試験回転周波数まで増大させていく。その
後、不平衡重錘42,44の回転周波数をこの試験回転
周波数に維持しつつ回転周波数増大時と同様の起振力を
所定の時間(回数)だけ試験軌道に付加し続けること
で、短時間に列車の車輪が多数回試験軌道上を通過した
時に試験軌道に作用する荷重を模擬する。
On the other hand, the accelerated test processing is started when the information for performing the accelerated test is input by the data input means.
In the accelerated test, the unbalanced weights 42, while keeping the vertical motive force applied to the test track from the oscillating unit 40 constant,
The rotation frequency of 44 is increased at a predetermined rotation increase / decrease speed to a test rotation frequency which is a predetermined high-speed rotation frequency. After that, while maintaining the rotation frequency of the unbalanced weights 42 and 44 at this test rotation frequency, the same exciting force as when the rotation frequency is increased is continuously added to the test track for a predetermined time (number of times), thereby shortening the time. In addition, the load acting on the test track is simulated when the train wheels pass on the test track multiple times.

【0067】列車走行荷重模擬起振機1では、不平衡重
錘42,44が1回転(1周期)につき発生する1回の
上下方向起振力が、列車の車輪1回の通過に対応するも
のとして試験軌道に付加される。促進試験では、試験軌
道に対する起振力付加の繰返し回数を速度センサ115
からの検出値等を用いて記録すると共に、その間のまく
らぎ12の沈下量を変位センサ118からの検出値を用
いて逐次記録し、その記録を評価することで、地上側の
系の耐久性を把握することができる。
In the train running load simulation vibrator 1, one vertical vibration force generated by the unbalanced weights 42 and 44 per one rotation (one cycle) corresponds to one passage of the train wheels. It is added to the test track as an entity. In the accelerated test, the speed sensor 115 determines the number of repetitions of the excitation force applied to the test track.
Is recorded by using the detected value from the displacement sensor 118, and the subsidence amount of the sleeper 12 during that time is recorded sequentially by using the detected value from the displacement sensor 118 to evaluate the durability of the system on the ground side. Can be grasped.

【0068】促進試験の前半の処理、即ち、起振部40
から試験軌道に付加される上下方向の起振力を一定に保
ったまま、不平衡重錘42,44の回転周波数を所定の
回転増減速度で所定の高速回転周波数まで増大させると
いう処理は、上述の共振周波数計測処理中の処理と同様
に行われる。
The first half of the accelerated test, that is, the vibrating section 40.
The process of increasing the rotation frequency of the unbalanced weights 42 and 44 to a predetermined high-speed rotation frequency at a predetermined rotation increase / decrease speed while keeping the vertical vibration force applied to the test track from The process is performed in the same manner as the process during the resonance frequency measurement process.

【0069】即ち、図5に示す促進試験処理のフローの
うちS300〜S380の各処理は、上記のS100〜
S180の各処理と同様に行われる。但し、S300で
は、不平衡重錘42,44の最大回転周波数の代わり
に、回転周波数増大後に維持される不平衡重錘42,4
4の試験回転周波数、試験開始から終了までの試験時間
(或いは、起振力付加の繰返し回数)を設定する。尚、
試験中に起振部40から一定値のものとして付加される
起振力の大きさは上記S100の場合と同様に設定され
る。また、不平衡重錘42,44の回転周波数の回転増
減速度は予め所定値に設定されているが、これをS30
0で設定できるようにしても良いのはS100の場合と
同様である。
That is, in the acceleration test process flow shown in FIG.
The processing is performed in the same manner as each processing of S180. However, in S300, instead of the maximum rotation frequency of the unbalanced weights 42, 44, the unbalanced weights 42, 4 maintained after the rotation frequency is increased.
The test rotation frequency of 4 and the test time from the start to the end of the test (or the number of repetitions of the excitation force addition) are set. still,
The magnitude of the exciting force applied as a constant value from the exciting unit 40 during the test is set as in the case of S100. In addition, the rotational increase / decrease speed of the rotational frequency of the unbalanced weights 42 and 44 is preset to a predetermined value.
As in the case of S100, the setting may be made to be 0.

【0070】また、S380では、上記S180におい
て記録対象とされていた不平衡重錘42,44の回転周
波数の代わりに、累積値としての起振力付加の繰返し回
数がデータ収録装置140への記録対象となる。尚、不
平衡重錘42,44からの起振力は、上記S180の場
合と同様にデータ収録装置140への記録対象とされ
る。また、このとき、これらのデータ記録と同期してま
くらぎ12の変位量がデータ収録装置140に記録され
るのも同様である。
Further, in S380, instead of the rotational frequency of the unbalanced weights 42 and 44 which is the recording object in S180, the cumulative number of times of adding the exciting force is recorded in the data recording device 140. Be the target. The excitation force from the unbalanced weights 42 and 44 is to be recorded in the data recording device 140 as in the case of S180. Further, at this time, similarly, the displacement amount of the sleeper 12 is recorded in the data recording device 140 in synchronization with the data recording.

【0071】S380に続くS390では、不平衡重錘
42,44の回転周波数がS300にて設定した試験回
転周波数に到達したか否かが判断される。不平衡重錘4
2,44の回転周波数がこの試験回転周波数に到達して
いない間は、S390にて否定判断され(S390:N
O)、S360〜S390の処理が繰返し実行される。
In S390 following S380, it is determined whether or not the rotation frequencies of the unbalanced weights 42 and 44 have reached the test rotation frequency set in S300. Unbalanced weight 4
While the rotation frequency of 2,44 has not reached this test rotation frequency, a negative determination is made in S390 (S390: N
O), S360 to S390 are repeatedly executed.

【0072】従って、この繰返し実行される処理中のS
360、S370の処理(上記S160、S170と同
様の処理)を通じて、不平衡重錘42,44の回転周波
数の増大中、不平衡重錘42,44から試験軌道に付加
される起振力はS300で設定した設定値に保持され
る。
Therefore, S in the process which is repeatedly executed
Through the processes of 360 and S370 (the same processes as S160 and S170 above), the exciting force applied to the test track from the unbalanced weights 42 and 44 is S300 while the rotational frequency of the unbalanced weights 42 and 44 is increasing. It is held at the setting value set in.

【0073】そして、不平衡重錘42,44の回転周波
数がS300で設定した試験回転周波数に到達すると、
S390にて肯定判断され(S390:YES)、S4
00に移行する。S400,S410では、促進試験の
後半の処理、即ち、不平衡重錘42,44の回転周波数
を試験回転周波数に維持しつつ回転周波数増大時と同様
の起振力を所定の時間(回数)だけ試験軌道10に付加
し続ける処理を行う。
When the rotation frequency of the unbalanced weights 42 and 44 reaches the test rotation frequency set in S300,
An affirmative decision is made in S390 (S390: YES), S4
00. In S400 and S410, the latter half of the accelerated test, that is, the same frequency as when the rotation frequency is increased for a predetermined time (number of times) while maintaining the rotation frequency of the unbalanced weights 42 and 44 at the test rotation frequency. Processing for continuing to add to the test track 10 is performed.

【0074】具体的には、まず、S400では、不平衡
重錘42,44の回転周波数を試験回転周波数に維持す
ると共に、可動偏心重錘57,59,57a,59aと
固定偏心重錘53,55,53a,55a夫々の相対的
位相角度をS390で肯定判断された際のものに維持し
つつ、S380の場合と同様のデータ記録処理を行う。
Specifically, first, in S400, the rotational frequencies of the unbalanced weights 42 and 44 are maintained at the test rotational frequency, and the movable eccentric weights 57, 59, 57a and 59a and the fixed eccentric weight 53, While maintaining the relative phase angle of each of 55, 53a, and 55a to the one when the affirmative determination is made in S390, the same data recording processing as in S380 is performed.

【0075】そして、続くS410では、S300で設
定した試験時間が経過したか(或いは、所定の起振力付
加の繰返し回数に到達したか)が判断される。S300
で設定した試験時間が経過していない間はS410で否
定判断され(S410:NO)、S400、S410の
処理が繰返し実行されるが、経過した場合はS410で
肯定判断され(S410:YES)、次のS420に移
行する。そして、S420では、上記のS200と同様
の処理が行われ、当該促進試験処理が終了される。
Then, in subsequent S410, it is determined whether or not the test time set in S300 has elapsed (or has reached the predetermined number of times of applying the exciting force). S300
While the test time set in step 4 has not elapsed, a negative determination is made in S410 (S410: NO), and the processes of S400 and S410 are repeatedly executed. However, when the test time has elapsed, an affirmative determination is made in S410 (S410: YES), Then, the process proceeds to next S420. Then, in S420, the same processing as in S200 described above is performed, and the acceleration test processing ends.

【0076】以上において説明したように、本実施例で
は、不平衡重錘42,44の回転周波数が変化しても、
速度センサ115により検出した不平衡重錘42,44
の回転周波数に基づき、コントローラ120内に記憶さ
れた図3のマップデータを用いて、不平衡重錘42,4
4の偏心重錘の相対的位相角度を決定及び設定すること
で、不平衡重錘42,44から発生される起振力を一定
に保持することができる(S160、S170)。
As described above, in this embodiment, even if the rotation frequencies of the unbalanced weights 42 and 44 change,
Unbalanced weights 42 and 44 detected by the speed sensor 115
Based on the rotation frequency of the unbalanced weights 42, 4 using the map data of FIG. 3 stored in the controller 120.
By determining and setting the relative phase angle of the eccentric weight of No. 4, the vibration force generated from the unbalanced weights 42, 44 can be kept constant (S160, S170).

【0077】従って、共振周波数計測処理においては、
不平衡重錘42,44の回転周波数を変化させていく際
に、まくらぎ12の上下方向変位量(地上側の系の振動
状態)の変化を見ることで、地上側の系の正確な共振周
波数を好適に確認することができる。
Therefore, in the resonance frequency measuring process,
Accurate resonance of the system on the ground side by observing the change in the amount of vertical displacement of the sleeper 12 (vibration state of the system on the ground side) when changing the rotation frequency of the unbalanced weights 42, 44. The frequency can be properly confirmed.

【0078】また、促進試験処理においては、不平衡重
錘42,44の回転周波数が高速の試験回転周波数に到
達した後のみならず、不平衡重錘42,44の回転周波
数を試験回転周波数にまで増大させていく際において
も、S360、S370の処理を通じて、試験軌道に付
加される起振力を、列車の車輪通過時の荷重に当たる設
定値(S300で設定したもの)に保持できる。よっ
て、その分だけ、従来のもの、即ち、不平衡重錘の回転
周波数増大時に試験軌道に付加される起振力を一定値に
維持できないものに比べ、促進試験を正確に行えるとい
う効果が得られる。
In the accelerated test process, the rotation frequency of the unbalanced weights 42, 44 is set to the test rotation frequency not only after the rotation frequency of the unbalanced weights 42, 44 reaches the high-speed test rotation frequency. Even when increasing to 0, the exciting force applied to the test track can be maintained at the set value (the one set in S300) corresponding to the load when the train passes through the wheels through the processes of S360 and S370. Therefore, as compared with the conventional one, that is, the one in which the exciting force applied to the test track when the rotational frequency of the unbalanced weight is increased cannot be maintained at a constant value, the effect that the accelerated test can be performed accurately can be obtained. To be

【0079】一方、本実施例においても、不平衡重錘4
2,44の回転開始から所定の時間の間は不平衡重錘4
2,44の回転周波数が十分でないため、一定に保たれ
る対象たる起振力はS100又はS300で予め定めた
設定値となるまで、不平衡重錘42,44の回転周波数
の増大に伴い変化(増大)することになる。
On the other hand, also in this embodiment, the unbalanced weight 4
Unbalanced weight 4 for a predetermined time from the start of rotation of 2,44
Since the rotational frequencies of 2 and 44 are not sufficient, the target exciting force that is kept constant changes with the increase of the rotational frequency of the unbalanced weights 42 and 44 until it reaches the preset value set in S100 or S300. (Increased).

【0080】しかし、上記のように本実施例では、不平
衡重錘42,44の偏心重錘の相対的位相角度を最小に
して不平衡重錘42,44を回転させるので(S110
〜S140又はS310〜S340)、不平衡重錘4
2,44の回転により発生する起振力が短時間で所定の
大きさの設定値にまで達する。
However, as described above, in this embodiment, the unbalanced weights 42 and 44 are rotated by minimizing the relative phase angle of the eccentric weights of the unbalanced weights 42 and 44 (S110).
~ S140 or S310 to S340), unbalanced weight 4
The exciting force generated by the rotation of 2,44 reaches a set value of a predetermined magnitude in a short time.

【0081】従って、本実施例では、不平衡重錘42,
44が回転し始めてから不平衡重錘42,44から発生
される起振力を一定に保持する制御(S160、S17
0又はS360、S370)が開始されるまでの起振力
の変化する時間を比較的短時間に抑えることができる。
Therefore, in this embodiment, the unbalanced weights 42,
Control for keeping the vibration force generated from the unbalanced weights 42, 44 constant after the rotation of 44 starts (S160, S17).
0 or S360, S370) can be started in a relatively short time until the exciting force changes.

【0082】また、本実施例では、固定偏心重錘53,
55に対する可動偏心重錘57,59の相対的位相角度
と、固定偏心重錘53a,55aに対する可動偏心重錘
57a,59aの相対的位相角度が、可動偏心重錘制御
軸93,95と横軸91の前後方向位置に対応したもの
として設定され、サーボモータ81が駆動して可動偏心
重錘制御軸93,95と横軸91が前後方向に移動され
た際に変更される。
Further, in this embodiment, the fixed eccentric weights 53,
The relative phase angle of the movable eccentric weights 57 and 59 with respect to 55 and the relative phase angle of the movable eccentric weights 57a and 59a with respect to the fixed eccentric weights 53a and 55a are the movable eccentric weight control shafts 93 and 95 and the horizontal axis. It is set to correspond to the front-back direction position of 91, and is changed when the servomotor 81 is driven to move the movable eccentric weight control shafts 93 and 95 and the horizontal shaft 91 in the front-back direction.

【0083】即ち、位相角度変更部48において、サー
ボモータ81は、上記相対的位相角度を変更するときだ
け駆動すれば足りるため、位相角度変更部48によれ
ば、相対的位相角度の変更時以外はサーボモータ81を
停止させて電力消費を抑えることができる分だけ、効率
良く相対的位相角度の変更・設定を行うことができる。
That is, in the phase angle changing unit 48, the servo motor 81 needs to be driven only when changing the relative phase angle. Therefore, according to the phase angle changing unit 48, the servo motor 81 is not changed when the relative phase angle is changed. Can efficiently change and set the relative phase angle as much as the power consumption can be suppressed by stopping the servo motor 81.

【0084】尚、上記において、駆動電動機46が駆動
機に、位相角度変更部48が位相角度変更手段に相当す
る。また、可動偏心重錘制御軸93,95と横軸91が
中間部材に、チェンジナットボールねじ99,101,
103,105が変換手段に、サーボモータ81が中間
部材移動手段に相当する。また、速度センサ115が周
波数検出手段に、コントローラ120内のROM等の記
憶装置が記憶手段に、S160、S170及びS36
0、S370が位相角度設定手段に、S110〜S14
0及びS310〜S340が初期動作設定手段に、ロー
ドセル117が起振力検出手段に、S150及びS35
0が制御開始手段に相当する。
In the above, the drive motor 46 corresponds to the drive machine, and the phase angle changing unit 48 corresponds to the phase angle changing means. Further, the movable eccentric weight control shafts 93 and 95 and the horizontal shaft 91 are intermediate members, and the change nut ball screws 99 and 101,
103 and 105 correspond to conversion means, and the servomotor 81 corresponds to intermediate member moving means. Further, the speed sensor 115 serves as a frequency detecting means, a storage device such as a ROM in the controller 120 serves as a storing means, and S160, S170, and S36.
0 and S370 are the phase angle setting means, and S110 to S14.
0 and S310 to S340 are the initial operation setting means, the load cell 117 is the vibrating force detecting means, and S150 and S35.
0 corresponds to the control starting means.

【0085】以上、本発明の一実施例について説明した
が、本発明は、上記実施例に限定されるものではなく、
種々の態様を採ることができる。
Although one embodiment of the present invention has been described above, the present invention is not limited to the above embodiment.
Various aspects can be adopted.

【図面の簡単な説明】[Brief description of drawings]

【図1】 実施例の列車走行荷重模擬起振機の全体構成
を示す概略図である。
FIG. 1 is a schematic diagram showing an overall configuration of a train traveling load simulation vibrator of an embodiment.

【図2】 (a)は、実施例の列車走行荷重模擬起振機
の起振部の概略構成を示す平面視断面図、(b)は、こ
の起振部により起振力が発生される原理を示す説明図で
ある。
2A is a cross-sectional plan view showing a schematic configuration of an oscillating section of the train traveling load simulation oscillating machine of the embodiment, and FIG. 2B is an oscillating force generated by the oscillating section. It is explanatory drawing which shows a principle.

【図3】 実施例の列車走行荷重模擬起振機のコントロ
ーラ内の記憶装置に記憶されたマップデータを示す説明
図である。
FIG. 3 is an explanatory diagram showing map data stored in a storage device in a controller of the train running load simulation vibrator of the embodiment.

【図4】 実施例の列車走行荷重模擬起振機のコントロ
ーラにおいて実行される共振周波数計測処理を示すフロ
ーチャートである。
FIG. 4 is a flowchart showing a resonance frequency measurement process executed by the controller of the train traveling load simulation vibrator of the embodiment.

【図5】 実施例の列車走行荷重模擬起振機のコントロ
ーラにおいて実行される促進試験処理を示すフローチャ
ートである。
FIG. 5 is a flowchart showing a promotion test process executed in the controller of the train traveling load simulation vibrator of the embodiment.

【符号の説明】[Explanation of symbols]

1…列車走行荷重模擬起振機、10…軌道、12…まく
らぎ、14…レール締結装置、16…道床、18…路
盤、20…部材、30…静荷重付加用重錘、40…起振
部、42,44…不平衡重錘、46…駆動電動機、48
…位相角度変更部、51,51a…軸、53,55,5
3a,55a…固定偏心重錘、57,59,57a,5
9a…可動偏心重錘、81…サーボモータ、83…回転
連結棒、85,87…ユニバーサルジョイント、89…
伝達軸、91…横軸、93,95…可動偏心重錘制御
軸、97…ボールねじ、99,101,103,105
…チェンジナットボールねじ、115…速度センサ、1
16…位相センサ、117…ロードセル、118…変位
センサ、120…コントローラ、140…データ収録装
DESCRIPTION OF SYMBOLS 1 ... Train running load simulated vibrator, 10 ... Track, 12 ... Sleeper, 14 ... Rail fastening device, 16 ... Roadbed, 18 ... Roadbed, 20 ... Member, 30 ... Static load addition weight, 40 ... Vibration Section, 42, 44 ... unbalanced weight, 46 ... drive motor, 48
... Phase angle changing unit, 51, 51a ... Axis, 53, 55, 5
3a, 55a ... Fixed eccentric weights, 57, 59, 57a, 5
9a ... Movable eccentric weight, 81 ... Servo motor, 83 ... Rotating connecting rod, 85, 87 ... Universal joint, 89 ...
Transmission shaft, 91 ... Horizontal shaft, 93, 95 ... Movable eccentric weight control shaft, 97 ... Ball screw, 99, 101, 103, 105
… Change nut ball screw, 115… Speed sensor, 1
16 ... Phase sensor, 117 ... Load cell, 118 ... Displacement sensor, 120 ... Controller, 140 ... Data recording device

───────────────────────────────────────────────────── フロントページの続き (72)発明者 増田 喜一 東京都千代田区岩本町三丁目4番5号 株 式会社東京衡機製造所内 Fターム(参考) 5D107 AA07 BB09 DD10 DD11 FF05 FF07    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Kiichi Masuda             3-4-5 Iwamotocho, Chiyoda-ku, Tokyo             Ceremony Company Tokyo Koki Factory F term (reference) 5D107 AA07 BB09 DD10 DD11 FF05                       FF07

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 試験用に設けられた試験軌道と、 前記試験軌道に列車の静荷重に相当する荷重を付加する
ための静荷重付加用重錘と、 前記試験軌道に起振力を付加する駆動周波数可変の起振
部と、を備えた列車走行荷重模擬起振機であって、 前記起振部の駆動周波数が変化しても前記起振部を介し
て前記試験軌道に付加される起振力を一定に保持する起
振力保持手段を有することを特徴とする列車走行荷重模
擬起振機。
1. A test track provided for a test, a static load weight for applying a load corresponding to a static load of a train to the test track, and an exciting force applied to the test track. A train traveling load simulation oscillating machine, comprising: an oscillating unit having a variable drive frequency, wherein an oscillating unit added to the test track via the oscillating unit even if the drive frequency of the oscillating unit changes. A train running load simulation vibrator having a vibrating force holding means for holding a vibrating force constant.
【請求項2】 前記起振部は、 軸、該軸に固定した固定偏心重錘、該軸に回動可能に設
けた可動偏心重錘を有する不平衡重錘と、 該不平衡重錘を回転させる駆動機と、 該不平衡重錘の回転時に前記可動偏心重錘と前記固定偏
心重錘との相対的位相角度を変更させる位相角度変更手
段と、 を備え、前記駆動機により回転される前記不平衡重錘の
遠心力で前記試験軌道に対する起振力を発生させるよう
構成されており、 前記起振力保持手段は、 前記不平衡重錘の回転周波数が変化しても前記不平衡重
錘が発生する起振力が一定となるよう前記位相角度変更
手段を動作させて前記可動偏心重錘と前記固定偏心重錘
との相対的位相角度を調整するものであることを特徴と
する請求項1に記載の列車走行荷重模擬起振機。
2. An unbalanced weight having a shaft, a fixed eccentric weight fixed to the shaft, and a movable eccentric weight rotatably provided on the shaft, and the unbalanced weight. And a driving machine for rotating, and a phase angle changing means for changing a relative phase angle between the movable eccentric weight and the fixed eccentric weight when the unbalanced weight rotates, and is rotated by the driving machine. The unbalanced weight is configured to generate an oscillating force with respect to the test track, and the oscillating force holding unit is configured to generate the unbalanced weight even if a rotation frequency of the unbalanced weight changes. The relative phase angle between the movable eccentric weight and the fixed eccentric weight is adjusted by operating the phase angle changing means so that the vibration force generated by the weight becomes constant. The train running load simulation vibrator according to Item 1.
【請求項3】 前記起振力保持手段は、 前記不平衡重錘の回転周波数を検出する周波数検出手段
と、 前記不平衡重錘が発生する起振力を一定に保つための前
記回転周波数と前記相対的位相角度との関係をマップデ
ータとして記憶する記憶手段と、 前記周波数検出手段にて検出された回転周波数から、前
記記憶手段に記憶されたマップデータを用いて当該回転
周波数に対応する相対的位相角度を決定し、該相対的位
相角度となるよう前記位相角度変更手段を動作させる位
相角度設定手段と、 を有することを特徴とする請求項2に記載の列車走行荷
重模擬起振機。
3. The exciting force holding means includes a frequency detecting means for detecting a rotating frequency of the unbalanced weight, and a rotating frequency for keeping the exciting force generated by the unbalanced weight constant. A storage unit that stores the relationship with the relative phase angle as map data, and a relative position corresponding to the rotation frequency from the rotation frequency detected by the frequency detection unit using the map data stored in the storage unit. 3. The train running load simulation vibrator according to claim 2, further comprising: a phase angle setting unit that determines a target phase angle and operates the phase angle changing unit so as to obtain the relative phase angle.
【請求項4】 前記可動偏心重錘と前記固定偏心重錘と
の相対的位相角度を前記可動偏心重錘と前記固定偏心重
錘とが隣接する最小のものに設定した後、該相対的位相
角度を維持しながら前記駆動機を介して前記不平衡重錘
の回転を開始させる初期動作設定手段と、 前記駆動機により回転される前記不平衡重錘が発生する
起振力の大きさを検出する起振力検出手段と、 回転を開始した前記不平衡重錘の回転周波数が増大し、
前記起振力検出手段にて検出される起振力が予め定めら
れた値に達すると、前記不平衡重錘の前記回転周波数に
応じた前記相対的位相角度の設定動作を行わしめる前記
位相角度設定手段による制御を開始させる制御開始手段
と、 を有することを特徴とする請求項3に記載の列車走行荷
重模擬起振機。
4. The relative phase angle between the movable eccentric weight and the fixed eccentric weight is set to a minimum value where the movable eccentric weight and the fixed eccentric weight are adjacent to each other, and then the relative phase is set. Initial operation setting means for starting rotation of the unbalanced weight through the driving machine while maintaining the angle, and detecting the magnitude of the vibration force generated by the unbalanced weight rotated by the driving machine And a vibration frequency of the unbalanced weight that has started to rotate,
When the exciting force detected by the exciting force detecting means reaches a predetermined value, the phase angle for performing the setting operation of the relative phase angle according to the rotation frequency of the unbalanced weight. 4. The train traveling load simulated vibration exciter according to claim 3, further comprising: a control start unit that starts control by the setting unit.
【請求項5】 前記位相角度変更手段は、 前記固定偏心重錘を固定する軸の軸方向に移動可能な中
間部材と、 該中間部材の前記軸方向の移動を前記可動偏心重錘の前
記軸に対する回動に変換する変換手段と、 前記中間部材を前記軸方向に移動させることで、前記変
換手段にて前記可動偏心重錘を前記軸に対して回動さ
せ、前記可動偏心重錘と前記固定偏心重錘との相対的位
相角度を変更させる中間部材移動手段と、 を備えたことを特徴とする請求項2〜4のいずれかに記
載の列車走行荷重模擬起振機。
5. The phase angle changing means includes an intermediate member that is movable in the axial direction of a shaft that fixes the fixed eccentric weight, and a movement of the intermediate member in the axial direction of the movable eccentric weight. And a conversion means for converting the movable eccentric weight with respect to the shaft by moving the intermediate member in the axial direction. An intermediate member moving means for changing a relative phase angle with respect to a fixed eccentric weight, and a train traveling load simulated vibrator according to any one of claims 2 to 4.
【請求項6】 試験用に設けられた試験軌道に対し、駆
動周波数可変の起振力を付加できるよう構成された起振
部を用いて、列車走行時に前記試験軌道に作用する荷重
を模擬した起振力を付加する列車走行荷重模擬起振方法
であって、 前記起振部の駆動周波数が変化しても前記起振部を介し
て前記試験軌道に付加される起振力を一定に保持するこ
とを特徴とする列車走行荷重模擬起振方法。
6. A load applied to the test track when the train is running is simulated by using a vibration part configured to add a vibration frequency-variable vibration force to the test track provided for the test. A train traveling load simulated vibration method for applying a vibration force, wherein the vibration force applied to the test track via the vibration unit is kept constant even if the drive frequency of the vibration unit changes. A method for simulating vibration of a train running load, which comprises:
JP2002131564A 2002-05-07 2002-05-07 Train running load simulator Expired - Fee Related JP3718662B2 (en)

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Application Number Priority Date Filing Date Title
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JP2011161410A (en) * 2010-02-15 2011-08-25 Aisin Seiki Co Ltd Rotary driving device
WO2014101407A1 (en) * 2012-12-26 2014-07-03 浙江大学 Method and apparatus for simulated loading of rail transport train whole-train moving load
CN108489743A (en) * 2018-04-20 2018-09-04 浙江大学城市学院 It is a kind of to simulate operated subway train dynamics loading equipemtn
CN109151555A (en) * 2018-10-29 2019-01-04 奇想空间(北京)教育科技有限公司 Amusement facility and the method for handling video image
CN114216669A (en) * 2021-12-17 2022-03-22 大连民族大学 Test equipment capable of realizing slow change of excitation frequency and test method thereof
CN117419882A (en) * 2023-10-24 2024-01-19 青岛连山铸造有限公司 Bridge support anti-seismic performance test platform and test method

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011161410A (en) * 2010-02-15 2011-08-25 Aisin Seiki Co Ltd Rotary driving device
WO2014101407A1 (en) * 2012-12-26 2014-07-03 浙江大学 Method and apparatus for simulated loading of rail transport train whole-train moving load
US9785730B2 (en) 2012-12-26 2017-10-10 Zhejiang University Simulated loading method and apparatus for moving load of whole train in rail transportation
CN108489743A (en) * 2018-04-20 2018-09-04 浙江大学城市学院 It is a kind of to simulate operated subway train dynamics loading equipemtn
CN109151555A (en) * 2018-10-29 2019-01-04 奇想空间(北京)教育科技有限公司 Amusement facility and the method for handling video image
CN109151555B (en) * 2018-10-29 2021-11-19 北京西潼科技有限公司 Amusement apparatus and method of processing video images
CN114216669A (en) * 2021-12-17 2022-03-22 大连民族大学 Test equipment capable of realizing slow change of excitation frequency and test method thereof
CN114216669B (en) * 2021-12-17 2024-05-28 大连民族大学 Test equipment capable of realizing slow variation of excitation frequency and test method thereof
CN117419882A (en) * 2023-10-24 2024-01-19 青岛连山铸造有限公司 Bridge support anti-seismic performance test platform and test method

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