JP2010282069A - Method for evaluating riding quality of railroad vehicle - Google Patents

Method for evaluating riding quality of railroad vehicle Download PDF

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JP2010282069A
JP2010282069A JP2009136146A JP2009136146A JP2010282069A JP 2010282069 A JP2010282069 A JP 2010282069A JP 2009136146 A JP2009136146 A JP 2009136146A JP 2009136146 A JP2009136146 A JP 2009136146A JP 2010282069 A JP2010282069 A JP 2010282069A
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ride
riding comfort
passengers
vibration
railway vehicle
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Hisahito Ono
央人 大野
Hiroharu Endo
広晴 遠藤
Mitsugi Sawa
貢 澤
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Railway Technical Research Institute
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a method for evaluating riding quality, in which the tiredness or sense of discomfort of passengers when held within a crowded train in time series, and based on the result, the vibration intensity of a railroad vehicle, the congestion rate of passengers in the railroad vehicle, and the boarding time of passengers are taken into consideration. <P>SOLUTION: In the method for evaluating the riding quality of a railroad vehicle, the vibration intensity of the railroad vehicle, the congestion rate of passengers in the railroad vehicle and the boarding time of passengers are measured to calculate a riding quality evaluation value R. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、鉄道車両の乗り心地評価方法に関するものである。   The present invention relates to a method for evaluating the riding comfort of a railway vehicle.

我が国の都市部においては、通勤時間帯の鉄道車両内の乗客の混雑率が依然高い。我が国の人口は今後減少していくとはいえ、都市部への人口集中は今後も続くとみられるため、こうした状況は今後も続くと予想される。満員電車内に押し込められることが乗客の通勤負担の一因となっていることは定性的には言及されているものの(下記非特許文献1参照)、乗客が押し込められる時間や鉄道車両内の乗客の混雑率などを体系的に調査した例は極めて少ないため、定量的な理解は十分とは言えない。なお、乗り心地におけるブレーキの影響については混雑率を体系的に調査した例がみられるが(下記非特許文献2参照)、乗車時間の影響については何ら検討されていない。   In urban areas in Japan, the congestion rate of passengers in railway vehicles during commuting hours is still high. Although Japan's population will decline in the future, it is expected that this will continue in the future as population concentration in urban areas is expected to continue. Although it is qualitatively mentioned that being pushed into a crowded train contributes to the commuting burden of passengers (see Non-Patent Document 1 below), passengers in passenger cars and passengers in railway vehicles There are very few examples of systematic surveys of the congestion rate, so a quantitative understanding is not sufficient. In addition, although the example which investigated the congestion rate systematically about the influence of the brake in riding comfort is seen (refer the following nonpatent literature 2), the influence of boarding time is not examined at all.

国土交通省鉄道局監修,「数字でみる鉄道2008」,財団法人運輸政策研究機構,2008Supervised by the Railway Bureau of the Ministry of Land, Infrastructure, Transport and Tourism, "Railway 2008 in Numbers", Japan Transport Policy Research Organization, 2008 小美濃幸司,白戸宏明,遠藤広晴,「混雑と乗り心地の関係を探る」,RRR,2008年6月号,pp.26−29,2008Komi Omino, Hiroaki Shirato, Hiroharu Endo, “Exploring the relationship between congestion and ride comfort”, RRR, June 2008 issue, pp. 26-29, 2008 財団法人 鉄道総合技術研究所,「在来鉄道運転速度向上試験マニュアル・解説」,平成5年5月Railway Technical Research Institute, “Conventional Railway Driving Speed Improvement Test Manual / Commentary”, May 1993 白戸宏明,中川千鶴、鈴木浩明,「車内快適性シミュレータの開発と活用法」,鉄道総研報告、Vol.18,No.2,pp.5−8,2004Hiroaki Shirato, Chizuru Nakagawa, Hiroaki Suzuki, “Development and application of in-vehicle comfort simulator”, Railway Research Institute report, Vol. 18, no. 2, pp. 5-8, 2004

本発明は、上記状況に鑑みて、乗客が満員電車内に拘束された場合の疲労や不快感を時系列的に検討し、その結果に基づいて、鉄道車両の振動強度、鉄道車両内の乗客の混雑率と乗客の乗車時間を考慮した鉄道車両の乗り心地評価方法を提供することを目的とする。   In view of the above situation, the present invention examines fatigue and discomfort when passengers are restrained in a crowded train in a time series, and based on the results, vibration strength of railway vehicles, passengers in railway vehicles It is an object of the present invention to provide a method for evaluating the riding comfort of a railway vehicle in consideration of the congestion rate of passengers and the ride time of passengers.

本発明は、上記目的を達成するために、
〔1〕鉄道車両の乗り心地評価方法において、鉄道車両の振動強度、前記鉄道車両内の乗客の混雑率及び乗客の乗車時間を計測して、乗り心地評価値Rを算出することを特徴とする。
In order to achieve the above object, the present invention provides
[1] In the method for evaluating the riding comfort of a railway vehicle, the ride strength evaluation value R is calculated by measuring the vibration intensity of the railway vehicle, the congestion rate of passengers in the railway vehicle, and the boarding time of passengers. .

〔2〕上記〔1〕記載の鉄道車両の乗り心地評価方法において、前記乗り心地評価値Rは、R=a×Ln(t)+b〔Ln:自然対数、a,b:モデル係数、t:時間(分)〕で算出されることを特徴とする。   [2] In the riding comfort evaluation method according to [1] above, the riding comfort evaluation value R is R = a × Ln (t) + b [Ln: natural logarithm, a, b: model coefficient, t: Time (minutes)].

〔3〕上記〔2〕記載の鉄道車両の乗り心地評価方法において、前記乗り心地評価値Rは、乗り心地に問題がない第1のレベル、乗り心地が気になる第2のレベル、乗り心地が不快だが許容できる第3のレベル、乗り心地が許容できない第4のレベルに区分されることを特徴とする。   [3] In the riding comfort evaluation method for a railway vehicle according to [2], the riding comfort evaluation value R is a first level at which there is no problem in riding comfort, a second level at which riding comfort is concerned, and a riding comfort. Is classified into a third level which is unpleasant but acceptable, and a fourth level where the riding comfort is unacceptable.

本発明によれば、鉄道車両の振動強度、鉄道車両内の乗客の混雑率及び乗客の乗車時間を計測して乗り心地評価を行うことで、鉄道車両の快適な乗車環境の実現に資することができる。   ADVANTAGE OF THE INVENTION According to this invention, it contributes to realization of the comfortable boarding environment of a railway vehicle by measuring the vibration intensity of a railway vehicle, the congestion rate of the passenger in a railway vehicle, and a passenger's boarding time, and performing riding comfort evaluation. it can.

本発明に係る旧国鉄の等感覚曲線を示す図である。It is a figure which shows the isosensory curve of the old JNR which concerns on this invention. 本発明に係る車内快適性シミュレータによる乗り心地評価実験風景を示す図である。It is a figure which shows the riding comfort evaluation experiment scenery by the vehicle interior comfort simulator which concerns on this invention. 本発明に係る乗り心地評価実験における被験者による乗客の乗り心地評価の経時変化を示す図である。It is a figure which shows the time-dependent change of the ride comfort evaluation of the passenger by the test subject in the ride comfort evaluation experiment according to the present invention.

本発明の鉄道車両の乗り心地評価方法は、鉄道車両の振動強度、鉄道車両内の乗客の混雑率及び乗客の乗車時間を計測して、乗り心地評価値Rを算出するようにしたものである。   The method for evaluating the riding comfort of a railway vehicle according to the present invention measures the vibration strength of the railway vehicle, the congestion rate of passengers in the railway vehicle, and the boarding time of passengers, and calculates a riding comfort evaluation value R. .

以下、本発明の実施の形態について詳細に説明する。   Hereinafter, embodiments of the present invention will be described in detail.

まず、鉄道車両の乗り心地レベルについて上記非特許文献3に基づいて説明する。   First, the riding comfort level of a railway vehicle will be described based on Non-Patent Document 3.

一般に、車体の振動加速度の大きさは速度の増加に伴って増大するが、振動に対する人間の感覚は、振動加速度の大きさだけでなくその振動数によっても異なる。そのため、上下・左右・前後方向の車体振動加速度を測定し、その出力を図1に示す等感覚曲線に合致する補正回路を通し、さらに、補正した振動加速度の実効値を求め、基準速度10-5m/s2 として自然対数表示したものを乗り心地レベルLT (dB)とし、この乗り心地レベルLT によって乗り心地の良し悪しを評価する(なお、車体振動加速度の測定方法は、「鉄道車両の振動特性−測定方法(JIS E4023;1990)」によるものとする)。 In general, the magnitude of vibration acceleration of the vehicle body increases as the speed increases, but the human sense of vibration differs depending not only on the magnitude of vibration acceleration but also on the frequency of the vibration. Therefore, to measure the vehicle body vibration acceleration in the vertical and horizontal-longitudinal direction, through a correction circuit which matches the equal sensation curve showing the output in Figure 1, further obtains the effective value of corrected vibration acceleration, the reference rate of 10 - A ride log level L T (dB) is displayed as a natural logarithm as 5 m / s 2 , and the ride comfort level L T is used to evaluate whether the ride quality is good or not. Vehicle vibration characteristics—Measurement method (according to JIS E4023; 1990) ”.

以上の手順により算出される乗り心地レベルを、3±2分程度の間で求めることを標準とし、以下の表1の区分により乗り心地を評価することとした。なお、高速の旅客列車では、乗り心地レベルが表1の振動区分(2)の範囲の数値以下であることが望ましいとされている。   The standard is to obtain the ride comfort level calculated by the above procedure within about 3 ± 2 minutes, and the ride comfort is evaluated according to the categories in Table 1 below. In high-speed passenger trains, it is desirable that the ride comfort level is not more than the numerical value in the range of vibration category (2) in Table 1.

本発明では、乗客が満員電車内に拘束された場合の疲労や不快感を上記した振動区分に応じて時系列的に検討し、その結果に基づき鉄道車両内の乗客の混雑率と乗客の乗車時間を考慮して乗り心地評価値を算出する方法について提案する。 In the present invention, fatigue and discomfort when passengers are restrained in a crowded train are examined in time series according to the above-mentioned vibration categories, and based on the results, the congestion rate of passengers in passenger cars and passenger boarding We propose a method for calculating the ride comfort value considering time.

まず、車内快適性シミュレータ(上記非特許文献4参照)を用いて混雑した車両内を再現し、その乗り心地を評価する実験を行った。   First, an experiment was conducted to reproduce the interior of a crowded vehicle using an in-vehicle comfort simulator (see Non-Patent Document 4 above) and evaluate the ride comfort.

図2は本発明に係る車内快適性シミュレータによる乗り心地評価実験風景を示す図である。   FIG. 2 is a diagram showing a ride comfort evaluation experiment using the in-vehicle comfort simulator according to the present invention.

図2に示すように、車内快適性シミュレータの客室内に幅1.5m×奥行1.2m×高さ1.8mの仕切り(混雑スペース)を設け、その中に被験者を詰め込んで混雑を再現した。詰め込む被験者数が、図2(a)のように9人の場合混雑率は150%、図2(b)のように12人の場合混雑率は200%であり、図2(c)のように車内に発泡スチロール(幅0.3m×奥行1.2m×高さ1.8m)を詰め込んで狭くした混雑スペース内に12人の被験者を詰め込むことで混雑率250%を再現した。   As shown in FIG. 2, a partition (congested space) having a width of 1.5 m, a depth of 1.2 m and a height of 1.8 m is provided in the passenger compartment of the in-vehicle comfort simulator, and the subject is packed therein to reproduce the congestion. . When the number of subjects to be packed is 9 as shown in FIG. 2 (a), the congestion rate is 150%, and when 12 people are used as shown in FIG. 2 (b), the congestion rate is 200%, as shown in FIG. 2 (c). In addition, 12 subjects were packed into a narrow congested space filled with polystyrene foam (width 0.3 m × depth 1.2 m × height 1.8 m) into the vehicle, thereby reproducing a congestion rate of 250%.

なお、被験者は成人男性113名とし、被験者の年齢は平均39.0±標準偏差10.8歳、身長は平均170.9±標準偏差6.0cm、体重は平均70.5±標準偏差10.0kg、BMI(Body Mass Index;体重指数)は平均24.2±標準偏差3.7であった。   The subjects were 113 adult males, the average age of the subjects was 39.0 ± standard deviation 10.8 years old, the average height was 170.9 ± standard deviation 6.0 cm, and the weight was average 70.5 ± standard deviation 10. 0 kg, BMI (Body Mass Index; weight index) averaged 24.2 ± standard deviation 3.7.

このように再現した鉄道車両の混雑状況下において、列車が直線区間を走行している際の振動を模擬し、左右振動の乗り心地レベルLT (上記非特許文献3)を、車両の振動が緩やかな場合と強い場合の2段階の振動区分で設定(表1参照)した。ここでは、車両の振動が緩やかな場合の乗り心地レベルをLT =88dB〔振動区分(3)〕とし、車両の振動が強い場合の乗り心地レベルをLT =98dB〔振動区分(5)〕として実験を行った。なお、上下振動の乗り心地レベルについては88dBに統一した。 Under the congestion situation of the railway vehicle reproduced in this way, the vibration when the train is traveling in a straight section is simulated, and the ride level L T of the left and right vibration (Non-Patent Document 3) is determined. It was set in two stages of vibration classification (refer to Table 1). Here, the riding comfort level when the vehicle vibration is moderate is L T = 88 dB (vibration classification (3)), and the riding comfort level when the vehicle vibration is strong is L T = 98 dB (vibration classification (5)). As an experiment. The ride level of vertical vibration was unified to 88 dB.

被験者は全員立位とし、列車の進行方向に対して垂直な向きに立たせた。この場合、列車の左右振動が人体に対しては前後方向に作用することになった。最も不利な条件での検討とするため、吊り手・手すり等の支持物はなしとした。   All the subjects were standing and standing in a direction perpendicular to the traveling direction of the train. In this case, the left-right vibration of the train acts on the human body in the front-rear direction. In order to consider under the most unfavorable conditions, there was no support such as a suspension handrail.

以上のような条件の下実験を行い、被験者による乗り心地評価を行った。乗り心地評価(振動の強さ、周囲の人との接触状況、圧迫の強さ、乗り心地、疲労感、自覚症状など)はアンケート用紙に記録する形式で行い、列車に被験者が乗車してから1,10,20,30,40,50,60分後のタイミングで行った。ただし、混雑状況下でのアンケート用紙の記入は物理的に不可能なため、記入に際しては一次的に混雑スペースから出ることを許容した。   The experiment was conducted under the above conditions, and the ride comfort was evaluated by the subjects. Riding comfort evaluation (intensity of vibration, contact with surrounding people, strength of pressure, riding comfort, fatigue, subjective symptoms, etc.) is performed in a form that is recorded on a questionnaire form, after the subject gets on the train It was performed at the timing after 1, 10, 20, 30, 40, 50, 60 minutes. However, since it is physically impossible to fill out the questionnaire form under crowded conditions, it was allowed to temporarily leave the crowded space.

図3は本発明に係る乗り心地評価実験における被験者による乗り心地評価の経時変化を示す図であり、図3(a)は車両の振動が緩やかな場合〔乗り心地レベルLT =88dB〔振動区分(3)〕、図3(b)は車両の振動が強い場合〔乗り心地レベルLT =98dB〔振動区分(5)〕を示す。 FIG. 3 is a diagram showing a change over time in ride comfort evaluation by a subject in a ride comfort evaluation experiment according to the present invention. FIG. 3A shows a case where the vehicle vibration is moderate [ride comfort level L T = 88 dB [vibration classification (3)], FIG. 3 (b) shows a case where the vibration of the vehicle is strong [riding comfort level L T = 98 dB [vibration classification (5)].

図3(a)に示すように、車両の振動が緩やかな場合、被験者による乗り心地評価は時間経過とともに飽和曲線状に悪化しており、特に最初の20分間における悪化が顕著である。一方、図3(b)に示すように、車両の振動が強い場合、乗車の初期段階から乗り心地評価が悪く、緩やかな振動条件下で被験者が60分乗車した場合より悪かった。その代わり、鉄道車両内の乗客の混雑率の増加や乗客の乗車時間の経過に伴う乗り心地の悪化幅は小さくとどまっている。これは乗車初期の段階から乗り心地の悪さが飽和状態に近いためと考えられる。   As shown in FIG. 3A, when the vibration of the vehicle is gentle, the ride quality evaluation by the subject deteriorates in a saturation curve with time, and the deterioration in the first 20 minutes is particularly remarkable. On the other hand, as shown in FIG. 3 (b), when the vibration of the vehicle was strong, the riding comfort evaluation was bad from the initial stage of the ride, which was worse than the case where the subject got on for 60 minutes under mild vibration conditions. Instead, the extent of passenger comfort in the railway vehicle increases and the degree of deterioration in ride quality with the passage of passenger ride time remains small. This is thought to be due to the fact that the uncomfortable ride is close to saturation from the early stage of the ride.

以上のような結果から、図3に示した近似曲線に基づけば、被験者の混雑状況下における走行振動に対する乗り心地評価値は次式で求めることができると考えられる。   From the above results, based on the approximate curve shown in FIG. 3, it is considered that the ride comfort evaluation value with respect to running vibration under the congestion condition of the subject can be obtained by the following equation.

R=a×Ln(t)+b
ただし、R:乗り心地評価値、Ln:自然対数、a,b:モデル係数、tは時間(分)である。
R = a × Ln (t) + b
However, R: Riding comfort evaluation value, Ln: Natural logarithm, a, b: Model coefficient, t is time (minutes).

ここに、モデル係数a,bを表2に示す。   Table 2 shows the model coefficients a and b.

例えば、混雑率が200%、乗り心地レベルLT =88dBの列車に15分乗車した場合の乗り心地評価値Rは、
R=0.18×Ln(15)+1.48
=0.18×2.71+1.48
=1.97
と計算される。
For example, the riding comfort evaluation value R when the passenger gets on a train with a congestion rate of 200% and a riding comfort level L T = 88 dB for 15 minutes is:
R = 0.18 × Ln (15) +1.48
= 0.18 x 2.71 + 1.48
= 1.97
Is calculated.

この時、乗り心地レベルLT =88dBは振動区分(3)に相当するので、図3(a)に照らして乗り心地評価はおおよそ「気になる」に相当することになる。 At this time, the ride comfort level L T = 88 dB corresponds to the vibration category (3), and therefore the ride comfort evaluation is roughly equivalent to “worried” in light of FIG.

なお、本発明は上記実施例に限定されるものではなく、本発明の趣旨に基づき種々の変形が可能であり、これらを本発明の範囲から排除するものではない。   In addition, this invention is not limited to the said Example, Based on the meaning of this invention, a various deformation | transformation is possible and these are not excluded from the scope of the present invention.

本発明の乗り心地評価方法は、乗客の乗り心地評価を的確に行い、鉄道車両の快適な乗車環境管理に資するためのツールとして利用することができる。   The riding comfort evaluation method of the present invention can be used as a tool for accurately evaluating the riding comfort of passengers and contributing to comfortable riding environment management of railway vehicles.

Claims (3)

鉄道車両の乗り心地評価方法において、鉄道車両の振動強度、前記鉄道車両内の乗客の混雑率及び乗客の乗車時間を計測して、乗り心地評価値Rを算出することを特徴とする鉄道車両の乗り心地評価方法。   In a method for evaluating a ride quality of a railway vehicle, a ride quality evaluation value R is calculated by measuring a vibration intensity of the railway vehicle, a congestion rate of passengers in the railway vehicle, and a passenger ride time, and calculating a ride comfort evaluation value R. Riding comfort evaluation method. 請求項1記載の鉄道車両の乗り心地評価方法において、前記乗り心地評価値Rは、R=a×Ln(t)+b〔Ln:自然対数、a,b:モデル係数、t:時間(分)〕で算出されることを特徴とする鉄道車両の乗り心地評価方法。   2. The riding comfort evaluation method for a railway vehicle according to claim 1, wherein the riding comfort evaluation value R is R = a * Ln (t) + b [Ln: natural logarithm, a, b: model coefficient, t: time (minutes). ] A ride comfort evaluation method for a railway vehicle, characterized by: 請求項2記載の鉄道車両の乗り心地評価方法において、前記乗り心地評価値Rは、乗り心地に問題がない第1のレベル、乗り心地が気になる第2のレベル、乗り心地が不快だが許容できる第3のレベル、乗り心地が許容できない第4のレベルに区分されることを特徴とする鉄道車両の乗り心地評価方法。   3. The riding comfort evaluation method for a railway vehicle according to claim 2, wherein the riding comfort evaluation value R is a first level at which there is no problem in riding comfort, a second level at which riding comfort is a concern, and an uncomfortable riding comfort but acceptable. A method for evaluating the ride quality of a railway vehicle, characterized in that the ride level is classified into a third level where the ride quality is acceptable and a fourth level where the ride quality is unacceptable.
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