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JP3473158B2 - Road surface condition detection device - Google Patents
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JP3473158B2 - Road surface condition detection device - Google Patents

Road surface condition detection device

Info

Publication number
JP3473158B2
JP3473158B2 JP06267895A JP6267895A JP3473158B2 JP 3473158 B2 JP3473158 B2 JP 3473158B2 JP 06267895 A JP06267895 A JP 06267895A JP 6267895 A JP6267895 A JP 6267895A JP 3473158 B2 JP3473158 B2 JP 3473158B2
Authority
JP
Japan
Prior art keywords
road surface
sound pressure
ratio
range
sound
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.)
Expired - Fee Related
Application number
JP06267895A
Other languages
Japanese (ja)
Other versions
JPH08261993A (en
Inventor
幸男 西澤
英敏 斉藤
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.)
Sumitomo Electric Industries Ltd
Original Assignee
Sumitomo Electric Industries Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sumitomo Electric Industries Ltd filed Critical Sumitomo Electric Industries Ltd
Priority to JP06267895A priority Critical patent/JP3473158B2/en
Publication of JPH08261993A publication Critical patent/JPH08261993A/en
Application granted granted Critical
Publication of JP3473158B2 publication Critical patent/JP3473158B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Length Measuring Devices With Unspecified Measuring Means (AREA)
  • Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)
  • Measurement Of Mechanical Vibrations Or Ultrasonic Waves (AREA)
  • Control Of Driving Devices And Active Controlling Of Vehicle (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明はタイヤが接地している路
面の状態を検出する装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a device for detecting the condition of a road surface on which a tire is in contact with the ground.

【0002】[0002]

【従来の技術】首記の路面状態検出装置は、実際の路面
状態に合った運転操作を運転者に促したり、車両挙動の
制御条件を実際の路面状態に合致したものにして、走
行、制動の安定性を高めたりするのに役立つ。
2. Description of the Related Art The road surface condition detecting apparatus described above urges a driver to perform a driving operation suitable for an actual road surface condition, or sets a control condition of a vehicle behavior to match an actual road surface condition so as to drive and brake. It helps to increase the stability of.

【0003】この路面状態検出装置としては、例えば、
特開平6−174543号公報に示されるように、タイ
ヤからの発生音をマイクで収集し、設定周波数範囲内に
ある音圧レベルに基いてタイヤが接地している路面がど
のような状態の路面であるかを判定するものがある。
As this road surface state detecting device, for example,
As disclosed in Japanese Patent Laid-Open No. 174543/1994, the sound generated from the tire is collected by a microphone, and the road surface on which the tire is in contact with the ground is based on the sound pressure level within the set frequency range. There is one that determines whether or not

【0004】[0004]

【発明が解決しようとする課題】上記の公報に示される
ような従来装置は、設定周波数内の音圧レベルを基に路
面状態を検出していたため、車速変化に伴うタイヤから
の発生音圧の変化(図3から判るように、車速が大きく
なれば音圧も大きくなる)等の影響を受け、路面状態を
誤検出する可能性があった。
In the conventional device as disclosed in the above publication, the road surface condition is detected based on the sound pressure level within the set frequency, so that the sound pressure generated from the tire due to the change in vehicle speed is There is a possibility that the road surface condition may be erroneously detected due to a change (as seen from FIG. 3, the sound pressure increases as the vehicle speed increases).

【0005】誤った情報を基に車両の挙動制御が行われ
ると、安全性の面で逆効果となる。従って、この種の装
置においては、検出精度を高めることが極めて重要であ
る。
If the behavior of the vehicle is controlled on the basis of erroneous information, it has an adverse effect on safety. Therefore, in this type of device, it is extremely important to improve the detection accuracy.

【0006】本発明は、この路面状態検出装置における
検出精度の向上の要求に応えることを課題としている。
An object of the present invention is to meet the demand for improvement in detection accuracy in this road surface state detecting device.

【0007】[0007]

【課題を解決するための手段】上記の課題を解決するた
め、本発明においては、音検出手段でタイヤと路面の接
触音を検出し、この検出接触音のうち複数の設定周波数
範囲内の音圧レベルの比を求め、その比が路面状態に応
じて定められた基準値を越えたか否かでタイヤが接地し
ている路面がどのような状態の路面であるかを路面状態
検出手段により判定するようにした。
In order to solve the above-mentioned problems, in the present invention, the sound detecting means detects a contact sound between a tire and a road surface, and among the detected contact sounds, a sound within a plurality of preset frequency ranges is detected. The ratio of pressure levels is calculated, and the condition of the road surface on which the tire is in contact is determined by the road surface condition detection means depending on whether the ratio exceeds a reference value determined according to the road surface condition. I decided to do it.

【0008】[0008]

【作用】タイヤと路面の接触音は、車速が変わると音圧
レベルが変わるのに対し、その周波数特性は、図3から
判るように、路面状態が同じであれば車速が変わっても
さほど変化しない。一方、路面状態が変わると、特定の
周波数域で特徴的変化が現われる。従って、複数の設定
周波数範囲として路面状態の変化により特徴的変化が現
われる周波数域とその変化が少ない周波数域を選び、そ
の設定周波数範囲内の音圧レベルの比を求めてその比が
基準値を越えたか否か(特定の周波数域に特徴的変化が
現われたか否か)を調べれば、路面状態が変わったかど
うか、現在走行中の路面がどのような状態の路面である
かを知ることができる。この原理による検出では、音圧
レベルの変化に依存するところがないので、その音圧レ
ベルの変化をもたらす車速変化等に起因した誤検出が生
じない。
As for the contact sound between the tire and the road surface, the sound pressure level changes when the vehicle speed changes, but the frequency characteristic changes a lot even if the vehicle speed changes, as can be seen from FIG. do not do. On the other hand, when the road surface condition changes, a characteristic change appears in a specific frequency range. Therefore, select a frequency range in which characteristic changes appear due to changes in road surface condition and a frequency range in which the changes are small as a plurality of set frequency ranges, find the ratio of the sound pressure levels within the set frequency range, and use that ratio as the reference value. By checking whether or not the road surface has been exceeded (whether or not a characteristic change has appeared in a specific frequency range), it is possible to know whether or not the road surface condition has changed, and what kind of condition the currently running road surface is. . In the detection based on this principle, since there is nothing to depend on the change in the sound pressure level, erroneous detection due to the change in vehicle speed that causes the change in the sound pressure level does not occur.

【0009】[0009]

【実施例】図1に、本発明の検出装置に用いるマイク
(音検出手段)1を車両に取付けた例を示す。このマイ
ク1は、タイヤと路面の接触音を雑音の入り込みを極力
抑えて検出するために、タイヤによって跳ね上げられる
水、泥、石等の影響を受け難いところにタイヤと路面の
接触点に向けて取付ける。
FIG. 1 shows an example in which a microphone (sound detecting means) 1 used in the detecting device of the present invention is attached to a vehicle. The microphone 1 detects the contact sound between the tire and the road surface while suppressing the entry of noise as much as possible. Therefore, the microphone 1 is directed to the contact point between the tire and the road surface at a place where it is not easily affected by water, mud, stones, etc. splashed by the tire. To install.

【0010】図2は、本発明の検出装置の第1実施例の
概要である。この装置は、マイク1の出力を周波数解析
装置2に通して周波数解析を行った後、その結果を路面
状態判定装置3に入力し、ここでタイヤが現在触れてい
る路面の状態を判別する。
FIG. 2 is an outline of the first embodiment of the detecting device of the present invention. In this device, the output of the microphone 1 is passed through the frequency analysis device 2 for frequency analysis, and then the result is input to the road surface condition determination device 3, where the condition of the road surface currently touched by the tire is determined.

【0011】図3に、時速40km及び時速60kmで
乾燥路面及び冠水路面を走行した時の周波数解析結果を
示す。この様に、走行速度が大きくなると乾燥路面、冠
水路面ともに音圧レベルが大きくなっており、従来手法
では判別が難しくなって誤検出する可能性がある。これ
に対し、接触音の周波数特性は路面状態に依存して特徴
的であり、冠水路面では走行速度に依存せず約1.5k
Hzの周波数成分が大きくなっている。
FIG. 3 shows frequency analysis results when the vehicle runs on a dry road surface and a flooded road surface at a speed of 40 km / h and a speed of 60 km / h. In this way, as the traveling speed increases, the sound pressure level increases on both the dry road surface and the submerged road surface, which makes it difficult to discriminate by the conventional method and may cause erroneous detection. On the other hand, the frequency characteristic of the contact sound is characteristic depending on the road surface condition, and it is about 1.5k on a submerged road surface without depending on the traveling speed.
The frequency component of Hz is large.

【0012】そこで、本実施例においては、路面状態判
定装置3内で0.5〜1kHzの範囲内の音圧レベルの
平均に対する1〜2kHzの範囲内の音圧レベルの平均
の比を求めるようにした。その比は下式で求まる。 音圧レベルの比=(1〜2kHzの範囲内の音圧レベル
の平均値)/(0.5〜1kHzの範囲の音圧レベルの
平均値) この式で音圧レベルの比を求めた結果を図4に示す。そ
の比は、乾燥路面の場合、時速40km時、時速60k
m時とも1.5より相当小さく、冠水路面の場合には
1.5をはるかに越えている。このため、本実施例にお
いては基準値を1.5とし、路面状態判定装置3により
求めた音圧レベルの比が1.5より大きければ冠水路面
と判定し、それ以外のときは乾燥路面と判定するように
した。図5に、例示の装置で用いた路面状態判定のフロ
ーチャートを示す。なお、判定結果を運転者に知らせる
場合には、表示装置を加える。
Therefore, in this embodiment, the ratio of the average of the sound pressure levels within the range of 1 to 2 kHz to the average of the sound pressure levels within the range of 0.5 to 1 kHz within the road surface condition determining device 3 is determined. I chose The ratio is calculated by the following formula. Sound pressure level ratio = (average value of sound pressure level in the range of 1 to 2 kHz) / (average value of sound pressure level in the range of 0.5 to 1 kHz) Result of obtaining ratio of sound pressure levels by this formula Is shown in FIG. The ratio is 60 km / h at 40 km / h on dry road surface.
It is much smaller than 1.5 at m and far exceeds 1.5 in case of flooded road surface. Therefore, in this embodiment, the reference value is set to 1.5, and if the ratio of the sound pressure levels obtained by the road surface condition determination device 3 is greater than 1.5, it is determined to be a flooded road surface, and otherwise the road surface is determined to be a dry road surface. I made a decision. FIG. 5 shows a flowchart of road surface condition determination used in the illustrated apparatus. A display device is added to notify the driver of the determination result.

【0013】また、本実施例では、冠水路面において約
1.5kHz付近に特徴的なピークが表われていたの
で、(1〜2kHzの範囲内の音圧レベルの平均)/
(0.5〜1kHzの範囲内の音圧レベルの平均)の比
を路面状態の判定資料としたが、図3から判るように、
2kHz以上(10kHz以下)の領域でも冠水路面で
は出力が高く、乾燥路面ではその出力が低い。従って、
例えば、(2〜3kHzの範囲内の音圧レベルの平均)
/(0.5〜1kHzの範囲内の音圧レベルの平均)の
比を路面状態の判定資料として用いてもよい。
Further, in this embodiment, since a characteristic peak appears in the vicinity of about 1.5 kHz on the surface of the submerged road, (average sound pressure level in the range of 1 to 2 kHz) /
The ratio of (average of sound pressure levels within the range of 0.5 to 1 kHz) was used as the reference material for the road surface condition. As can be seen from FIG.
Even in the region of 2 kHz or more (10 kHz or less), the output is high on the flooded road surface and low on the dry road surface. Therefore,
For example (average sound pressure level in the range of 2-3 kHz)
The ratio of / (average of sound pressure levels within the range of 0.5 to 1 kHz) may be used as the reference material for determining the road surface condition.

【0014】図6は、第2実施例の路面状態検出装置で
ある。
FIG. 6 shows a road surface state detecting device according to the second embodiment.

【0015】本実施例では、マイク1からの音波を第1
フィルタ11と第2フィルタ12に通してふるいにかけ
た。第1フィルタ11は0.5〜1kHzの音波を通す
バントパスフィルタ、第2フィルタ12は1〜2kHz
の音波を通すバンドパスフィルタとし、これ等のフィル
タからの交流信号出力を第1整流回路13と第2整流回
路14により直流信号に変換した後、路面状態判定装置
15に入力するようにした。第1整流回路13からの出
力は前述の第1実施例の0.5〜1kHzの音圧レベル
の平均値に相当し、また、第2整流回路14からの出力
は1〜2kHzの音圧レベルの平均値に相当する。路面
状態判定装置15は、これ等の出力の比を求め、この比
を基準値と比較して図5と同様のフローチャートに基
き、冠水路面か乾燥路面かの判定を行う。
In this embodiment, the sound wave from the microphone 1 is first transmitted.
It was passed through a filter 11 and a second filter 12 and sieved. The first filter 11 is a bandpass filter that passes a sound wave of 0.5 to 1 kHz, and the second filter 12 is 1 to 2 kHz.
The band-pass filters that pass the sound waves are used, and the AC signal outputs from these filters are converted into DC signals by the first rectifier circuit 13 and the second rectifier circuit 14, and then input to the road surface state determination device 15. The output from the first rectifying circuit 13 corresponds to the average value of the sound pressure level of 0.5 to 1 kHz in the first embodiment, and the output from the second rectifying circuit 14 corresponds to the sound pressure level of 1 to 2 kHz. Corresponding to the average value of. The road surface condition determination device 15 determines the ratio of these outputs, compares this ratio with a reference value, and determines whether the road surface is flooded or dry based on the flowchart similar to FIG.

【0016】なお、上と同じ理屈により、3つ以上の設
定周波数範囲内の音圧レベルの比を求めて路面状態を検
出することも可能である。この場合の判定のフローチャ
ートの例を図7(a)、(b)に示す。また、図8に
は、そのフローチャートに基いて判定する圧雪路面及び
氷上路面での接触音の周波数解析結果を示す。
By the same reason as above, it is possible to detect the road surface condition by obtaining the ratio of the sound pressure levels within three or more set frequency ranges. An example of the flowchart of the determination in this case is shown in FIGS. Further, FIG. 8 shows the frequency analysis result of the contact sound on the snow-compacted road surface and the icy road surface determined based on the flowchart.

【0017】図7(a)のケースでは、まず、3つの設
定周波数範囲内の音圧レベルの平均値S1(ここでは、
0.5〜1kHzの平均値)、S2(0.1〜0.5k
Hzの平均値)、S3(1〜2kHzの平均値)を求
め、S1に対するS2の比が基準値L1(例えば1.
5)より大きければ雪上路面と判定する。またS2/S
1>L1の条件が未成立なら次にS1に対するS3の比
が第2基準値L2(例えば1.5)よりも大きいかを調
べ、YESなら冠水路面、NOなら乾燥路面と判定す
る。
In the case of FIG. 7A, first, the average value S1 of the sound pressure levels in the three set frequency ranges (here,
0.5 to 1 kHz average value), S2 (0.1 to 0.5 kHz)
(Average value of Hz) and S3 (average value of 1 to 2 kHz), and the ratio of S2 to S1 is the reference value L1 (for example, 1.
If it is larger than 5), the road surface is determined to be snowy. Also S2 / S
If the condition of 1> L1 is not satisfied, then it is checked whether the ratio of S3 to S1 is larger than the second reference value L2 (for example, 1.5). If YES, it is determined to be a flooded road surface, and if NO, it is determined to be a dry road surface.

【0018】一方、図7(b)のケースでは、まず、3
つの設定周波数範囲内の音圧レベルの平均値S1(ここ
では0.6〜0.8kHzの平均値)、S2(ここでは
0.8〜1kHzの平均値)、S3(ここでは1〜1.
2kHzの平均値)を求め、S1に対するS2の比が基
準値L1(例えば1.5)より大きく、かつS1に対す
るS3の比が基準値L2(例えば1.5)より大きけれ
ば氷上路面と判断し、そうでない場合は、乾燥、冠水又
は雪上路面と判定する。
Meanwhile, in the case of FIG. 7 (b), first, 3
Average value S1 of sound pressure level within one set frequency range (here
Then, an average value of 0.6 to 0.8 kHz), S2 (here,
0.8 to 1 kHz average value), S3 (here, 1 to 1.
2kHz average value), and the ratio of S2 to S1 is
Greater than the quasi value L1 (eg 1.5) and corresponding to S1
The ratio of S3 is larger than the reference value L2 (for example, 1.5).
For example, the road surface is determined to be on ice, and if not, it is determined to be dry, submerged, or snowy.

【0019】このように、3つ以上の設定周波数範囲内
の音圧レベルの比を求め、これを基準値と比較して判定
を行う装置は、図7(a)から判るように、3つ以上の
路面状態の検出にも利用できる。
As described above, the apparatus for determining the ratio of the sound pressure levels in three or more set frequency ranges and comparing the ratio with the reference value is three as shown in FIG. 7A. It can also be used to detect the above road surface conditions.

【0020】タイヤと路面の接触音の周波数特性は、路
面状態に応じて特徴的であり、また、同じ路面状態なら
車速が変化しても変わらないと云う特徴を利用し、路面
状態の変化により特徴的変化が現われる周波数範囲の音
圧レベルとあまり変化しない周波数範囲の音圧レベルの
比を求め、この比が比較対象の基準値よりも大きいか否
かを判別すれば、タイヤとの摩擦係数が大きい乾燥路
面、小さい乾燥路面、少し濡れた冠水路面、かなり濡れ
た冠水路面、氷上路面、雪上路面など、いくつもある路
面状態のうち、現在走行中の路面がどの状態の路面であ
るかを検出することができる。
The frequency characteristic of the contact sound between the tire and the road surface is characteristic according to the road surface condition, and if the same road surface condition does not change even if the vehicle speed changes, the characteristic is If the ratio of the sound pressure level in the frequency range where characteristic changes appear and the sound pressure level in the frequency range where there is not much change is found and it is judged whether this ratio is larger than the reference value of the comparison target, the coefficient of friction with the tire The road surface in which you are currently driving is one of many road conditions, such as a large dry road surface, a small dry road surface, a slightly wet flood surface, a fairly wet flood surface, an icy road surface, and a snowy road surface. Can be detected.

【0021】[0021]

【発明の効果】以上説明したように、本発明の路面状態
検出装置は、タイヤと路面の接触音の中から路面状態の
変化に応じて特徴的変化が起こる周波数域とその変化が
少ない周波数域を選んでその周波数域の音圧レベルの比
を求め、この比を基に路面状態を判別するので、音圧レ
ベルの変化が検出精度に影響を及ぼすことが無くなり、
正確な情報が得られる。
As described above, the road surface condition detecting device of the present invention has a frequency range in which a characteristic change occurs in the contact sound between the tire and the road surface in accordance with a change in the road surface state and a frequency range in which the change is small. Select the sound pressure level ratio in that frequency range and determine the road surface state based on this ratio, so changes in sound pressure level will not affect detection accuracy,
Accurate information can be obtained.

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

【図1】車両へのマイク取付け例を示す図FIG. 1 is a diagram showing an example of mounting a microphone on a vehicle.

【図2】第1実施例の検出装置のブロック図FIG. 2 is a block diagram of a detection device according to the first embodiment.

【図3】周波数の解析結果の一例を示す図表FIG. 3 is a diagram showing an example of frequency analysis results.

【図4】音圧レベルの比を示す図表FIG. 4 is a chart showing sound pressure level ratios.

【図5】路面状態の判定を行うフローチャートの一例を
示す図
FIG. 5 is a diagram showing an example of a flowchart for determining a road surface condition.

【図6】第2実施例の検出装置のブロック図FIG. 6 is a block diagram of a detection device according to a second embodiment.

【図7】(a):路面状態の判定を行うフローチャート
の他の例を示す図 (b):路面状態の判定を行うフローチャートの更に他
の例を示す図
FIG. 7A is a diagram showing another example of a flowchart for determining the road surface condition, and FIG. 7B is a diagram showing still another example of the flowchart for determining the road surface condition.

【図8】(a):圧雪路面での周波数解析結果の一例を
示す図 (b):氷上路面での周波数解析結果の一例を示す図
FIG. 8A is a diagram showing an example of a frequency analysis result on a compressed snow road surface, and FIG. 8B is a diagram showing an example of a frequency analysis result on an ice road surface.

【符号の説明】[Explanation of symbols]

1 マイク 2 周波数解析装置 3 路面状態判定装置 11 第1フィルタ 12 第2フィルタ 13 第1整流回路 14 第2整流回路 15 路面状態判定装置 1 microphone 2 Frequency analyzer 3 Road surface condition determination device 11 First filter 12 Second filter 13 First rectifier circuit 14 Second rectifier circuit 15 Road surface condition determination device

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平6−138018(JP,A) 特開 平6−174543(JP,A) 特開 平6−50878(JP,A) 実開 平2−75562(JP,U) (58)調査した分野(Int.Cl.7,DB名) G01N 29/00 - 29/28 B60R 21/00 ─────────────────────────────────────────────────── ─── Continuation of front page (56) References JP-A-6-138018 (JP, A) JP-A-6-174543 (JP, A) JP-A-6-50878 (JP, A) Actual Kaihei 2- 75562 (JP, U) (58) Fields surveyed (Int.Cl. 7 , DB name) G01N 29/00-29/28 B60R 21/00

Claims (6)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 タイヤと路面の接触音を検出する音検出
手段と、検出されたタイヤと路面の接触音のうち複数の
設定周波数範囲内の音圧レベルの比を求め、その比が路
面状態に応じて定められた基準値を越えたか否かで、前
記タイヤが接地している路面の状態を判定する路面状態
検出手段とを含む事を特徴とする路面状態検出装置。
1. A sound detecting means for detecting a contact sound between a tire and a road surface, and a ratio of sound pressure levels within a plurality of set frequency ranges among the detected contact sound between the tire and the road surface, the ratio being a road surface condition. And a road surface condition detecting means for determining a condition of a road surface on which the tire is in contact with the road surface condition detecting device.
【請求項2】 前記複数の設定周波数範囲として、低周
波数領域と高周波数領域を選び、それ等の領域の音圧レ
ベルの比を求めてその比が一定の基準値を越えたか否か
で路面状態を判定するようにしてある請求項1記載の路
面状態検出装置。
2. A road surface is selected by selecting a low frequency region and a high frequency region as the plurality of set frequency ranges, obtaining a ratio of sound pressure levels in these regions, and determining whether or not the ratio exceeds a certain reference value. The road surface condition detecting device according to claim 1, wherein the condition is determined.
【請求項3】 前記低周波数領域を1kHz以下の範囲
内で、高周波数領域を1〜10kHzの範囲内で各々設
定し、低周波数側の設定範囲における音圧レベルの平均
に対し、高周波数側の設定範囲における音圧レベルの平
均の比が一定の基準値より大きければ冠水路面、小さけ
れば乾燥路面と判定するようにしてある請求項2記載の
路面状態検出装置。
3. The low frequency region is set within a range of 1 kHz or less, and the high frequency region is set within a range of 1 to 10 kHz, and the high frequency side is set with respect to the average of the sound pressure level in the low frequency side set range. 3. The road surface condition detecting device according to claim 2, wherein if the average ratio of the sound pressure levels in the setting range is larger than a certain reference value, it is determined to be a flooded road surface, and if it is smaller, it is determined to be a dry road surface.
【請求項4】 前記低周波数領域を0.1〜0.5kH
の範囲内で、高周波数領域を0.5〜kHzの範囲
内で各々設定し、高周波数側の設定範囲における音圧レ
ベルの平均に対し、低周波数側の設定範囲における音圧
レベルの平均の比が一定の基準値より大きければ雪上路
面と判定するようにしてある請求項2記載の路面状態検
出装置。
4. The low frequency region is 0.1 to 0.5 kH
Within the range of z , the high frequency region is set within the range of 0.5 to 1 kHz, and the average of the sound pressure level in the setting range on the high frequency side is set to the average of the sound pressure level in the setting range on the low frequency side. 3. The road surface state detecting device according to claim 2, wherein if the average ratio is larger than a certain reference value, it is determined that the road surface is snowy.
【請求項5】 前記低周波数領域を0.6〜0.8kH
の範囲内で、高周波数領域を0.8〜1kHz及び1
1.2kHzの範囲内で各々設定し、周波数側の設
定範囲における音圧レベルの平均に対し、前記2つの高
周波数側の設定範囲における音圧レベルの平均の比が
者とも一定の基準値より大きければ氷上路面と判定する
ようにしてある請求項2記載の路面状態検出装置。
5. The low frequency region is 0.6 to 0.8 kHz.
Within the range of z , the high frequency range is 0.8 to 1 kHz and 1
Each of them is set in the range of 1.2 kHz, and the ratio of the average of the sound pressure levels in the setting range on the low frequency side to the average of the sound pressure levels in the setting range on the high frequency side is both.
3. The road surface condition detecting device according to claim 2 , wherein both of the persons judge that the road surface is on ice if it is larger than a certain reference value.
【請求項6】 タイヤと路面の接触音を音検出手段によ
り検出し、検出されたタイヤと路面の接触音のうち複数
の設定周波数範囲内の音圧レベルの比を求め、その比が
路面状態に応じて定められた基準値を越えたか否かで、
前記タイヤが接地している路面の状態を判定するように
した路面状態検出方法。
6. A contact sound between a tire and a road surface is detected by a sound detecting means, and a ratio of sound pressure levels within a plurality of set frequency ranges among the detected contact sound between the tire and the road surface is obtained, and the ratio is a road surface state. Depending on whether the standard value set according to
A road surface condition detecting method for determining a condition of a road surface on which the tire is in contact with the ground.
JP06267895A 1995-03-22 1995-03-22 Road surface condition detection device Expired - Fee Related JP3473158B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP06267895A JP3473158B2 (en) 1995-03-22 1995-03-22 Road surface condition detection device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP06267895A JP3473158B2 (en) 1995-03-22 1995-03-22 Road surface condition detection device

Publications (2)

Publication Number Publication Date
JPH08261993A JPH08261993A (en) 1996-10-11
JP3473158B2 true JP3473158B2 (en) 2003-12-02

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JP4912744B2 (en) * 2006-05-19 2012-04-11 富士通テン株式会社 Road surface state determination device and road surface state determination method
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US8618921B2 (en) * 2009-11-10 2013-12-31 GM Global Technology Operations LLC Method and system for identifying wet pavement using tire noise
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