JPS62118207A - Detector for road surface condition - Google Patents

Detector for road surface condition

Info

Publication number
JPS62118207A
JPS62118207A JP25667585A JP25667585A JPS62118207A JP S62118207 A JPS62118207 A JP S62118207A JP 25667585 A JP25667585 A JP 25667585A JP 25667585 A JP25667585 A JP 25667585A JP S62118207 A JPS62118207 A JP S62118207A
Authority
JP
Japan
Prior art keywords
road
road surface
reflected wave
waves
set value
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.)
Pending
Application number
JP25667585A
Other languages
Japanese (ja)
Inventor
Hidekazu Yaguchi
矢口 英一
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.)
Nissan Motor Co Ltd
Original Assignee
Nissan Motor Co 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 Nissan Motor Co Ltd filed Critical Nissan Motor Co Ltd
Priority to JP25667585A priority Critical patent/JPS62118207A/en
Publication of JPS62118207A publication Critical patent/JPS62118207A/en
Pending legal-status Critical Current

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  • Length Measuring Devices Characterised By Use Of Acoustic Means (AREA)
  • Measurement Of Velocity Or Position Using Acoustic Or Ultrasonic Waves (AREA)

Abstract

PURPOSE:To accurately detect the road surface conditions by statistical grasp by receiving reflected waves from a road of periodical transmission detection waves and discriminating the waves based on the frequency accumulation of reflection intensity exceeding a set value. CONSTITUTION:An ultrasonic oscillator 13 of a transmission and reception circuit 11 is controlled by a timer 23 of a control and arithmetic unit 21 and ultrasonic waves are transmitted periodically from a transmission horn 5 of a vehicle body to a road surface 29. Then, the ultrasonic reflected waves from the road surface 29 are received with a reception horn 9 and processed by a voltage detection circuit 17 and an A/D converter 19 and a reflected wave intensity digital signal is supplied to an arithmetic unit 25. Then, the unit 25 compares the reflected wave intensity digital signal with the set value and operates the frequency accumulation exceeding the set value and a discriminator 27 grasps the road surface conditions statistically and outputs discrimination signals of accurate road condition detection outputs of the concrete road, the rough asphalt road, the heavy snow road, the fresh snow road, etc., based on the operated result.

Description

【発明の詳細な説明】 [発明の技術分野] この発明は、車両から走行路面の状況を検知するのに用
いる路面状況検知装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Technical Field of the Invention] The present invention relates to a road surface condition detection device used for detecting the condition of a traveling road surface from a vehicle.

[発明の技術的背景及びその問題点] 従来から路面の状況を自動的に検知するために路面状況
検知装置が提案されている一特開昭57−139681
号公報参照。そのような従来の路面状況検知装置は、光
の乱反射を利用して路面の乾燥、湿潤、積雪、凍結状態
等を静的に検知しているものである。このため、検知が
局部的となり、たまたま検知した部分が雪掻きされてい
るものの路面全体では雪道状態である場合等に誤検知を
起こし易い問題があった。
[Technical Background of the Invention and Problems thereof] A road surface condition detection device has been proposed for automatically detecting road surface conditions.
See publication. Such conventional road surface condition detection devices statically detect whether the road surface is dry, wet, snowy, frozen, etc. using diffused reflection of light. For this reason, the detection is localized, and there is a problem in that false detection is likely to occur when the detected area is shoveled with snow but the entire road surface is covered in snow.

このような従来の技術的課題を解決するために、本願出
願人は特願昭59−130985号において新たな路面
状況検知装置を提案した。その路面状況検知装置では、
送信手段から路面に向けて送出された検出波の反射波強
度の時間平均と標準偏差とを演算し、両者の組み合わせ
特性から路面状況を判断する構成としている。
In order to solve such conventional technical problems, the applicant of the present application proposed a new road surface condition detection device in Japanese Patent Application No. 130985/1985. The road condition detection device
The time average and standard deviation of the reflected wave intensity of the detected wave transmitted toward the road surface from the transmitting means are calculated, and the road surface condition is determined from the combined characteristics of the two.

この先願発明は、路面状況の適確な検知に有用なもので
あるが、さらに凍結路と舗装状態の悪い又は悪化した路
面との識別が正確にできる路面状況検知装置の改良が望
まれていた。
Although this prior invention is useful for accurately detecting road surface conditions, it has been desired to further improve the road surface condition detection device that can accurately distinguish between frozen roads and road surfaces with poor or deteriorated pavement conditions. .

[発明の目的] この発明は、このような従来の問題にIgカてなされた
ものであって、反射波強度が設定値を超える頻度累積値
を演算し、その頻度の多少により路面の状況を判断する
ことにより、路面状況を確実に検知することができる路
面状況検知装置を提供することを目的とする。
[Purpose of the Invention] The present invention was developed to solve the above-mentioned conventional problem, and calculates the cumulative value of the frequency at which the reflected wave intensity exceeds a set value, and determines the road surface condition based on the frequency. It is an object of the present invention to provide a road surface condition detection device that can reliably detect road surface conditions by making judgments.

[発明の構成] この発明は、第1図に示すように路面に向けて検出波を
一定周期で送出する送信手段と、路面からの反射波を受
信する受信手段と、この受信手段からの反射波の強度検
出手段と、この検出手段からの反射波強度を設定値と比
較し、その設定値を超える頻度累積値を演算する演算手
段と、この演算手段の出力から路面状況を判別する判別
手段を備えて成る路面状況検知装置を要旨とする。
[Structure of the Invention] As shown in FIG. 1, the present invention includes a transmitting means for transmitting detection waves toward a road surface at a constant cycle, a receiving means for receiving reflected waves from the road surface, and a receiving means for receiving reflected waves from the receiving means. A wave intensity detection means, a calculation means for comparing the reflected wave intensity from the detection means with a set value and calculating a cumulative value of the frequency at which the set value is exceeded, and a determination means for determining the road surface condition from the output of the calculation means. The gist of the present invention is a road surface condition detection device comprising:

[発明の実施例] 以下、この発明の実施例を図に基づいて詳説する。第2
図はこの発明の一実施例の回路ブロック図を示し、第3
図はその機器構成を示づものである。第3図に示すよう
に自動車の車体に取付けられる筐体1に超音波送信手段
として送信マイク3と送信ボーン5とが取付けられてお
り、また受信手段としての受信マイク7と受信ホーン9
が取付けられている。さらに筐体1には送受信回路11
が収められている。
[Embodiments of the Invention] Hereinafter, embodiments of the present invention will be explained in detail based on the drawings. Second
The figure shows a circuit block diagram of an embodiment of the present invention.
The figure shows the equipment configuration. As shown in FIG. 3, a transmitting microphone 3 and a transmitting bone 5 as ultrasonic transmitting means are attached to a housing 1 that is attached to the body of an automobile, and a receiving microphone 7 and a receiving horn 9 as receiving means are attached.
is installed. Furthermore, the housing 1 has a transmitting/receiving circuit 11.
is included.

この送受信回路は、第2図に示すように超音波発振器1
3、受信信号の増幅回路15、増幅回路の電圧検出回路
17及びA/DI換器19を含むものである。そしてこ
の増幅回路15、電圧検出回路17及びA/D変換器1
9が反射波強度検出手段を構成している。
This transmitter/receiver circuit includes an ultrasonic oscillator 1 as shown in FIG.
3. It includes a received signal amplification circuit 15, a voltage detection circuit 17 of the amplification circuit, and an A/DI converter 19. This amplifier circuit 15, voltage detection circuit 17 and A/D converter 1
9 constitutes reflected wave intensity detection means.

送受信回路11は制御演算装置21に接続されている。The transmitting/receiving circuit 11 is connected to a control calculation device 21 .

この制御演算装置21は超音波発振器13に対するタイ
マ23、反射波強度検出手段からの検出信号の演算装置
25、演算装置25の演綽結果の判別装置27を含む。
This control calculation device 21 includes a timer 23 for the ultrasonic oscillator 13, a calculation device 25 for the detection signal from the reflected wave intensity detection means, and a determination device 27 for the calculation result of the calculation device 25.

上記構成の路面状況検知装置の動作を次に第7図に示す
フローチャートを基に説明する。制御演算装置21のタ
イマ23は超音波発振器13の動作を制御し、第4図に
示すように送信マイク3及び送信ボーン5を通して[1
周期(例えば10m5ec毎)で12時間の発振パルス
を路面29に対して送出させるーステップ51゜ この路面29に向けて送出された超音波は、路面29に
よって反射されて受信ホーン9を通して受信マイク7に
入力され、増幅回′路15に与えられる。増幅回路15
はその受信反射波を増幅し、電圧検出回路17に増幅反
射波を出力し、この電圧検出回路17において反射波強
度電圧が与えられる。反射波強度電圧は、電圧検出回路
17からA/D変換器19を通して制御演算装置21に
入力される。前記電圧検出回路17は、第4図に示ずよ
うに発振パルスの発射からt3時間遅れた受信パルスと
して得られ、このパルスの立ち上がり検知後0,5n+
sccたった時点の電圧が反射波強度゛電圧値Vとして
出力するーステップ52,53゜制御演算装置21にお
いては、演算装置25により受信パルスの強度Vが所定
電圧値Vr+、Vr2と比較されるーステラ・ブ54〜
57゜ここで一般に、反射波強度Vは車両走行中には大
きなバラツキを示す。特に、第5図に示すように老朽化
して表面が凸凹となってしまっている舗装道路での反射
波強度の最低値は、車両の通行によって踏み固められた
圧雪路や凍結路のような反射波強度の高い低摩擦係数(
μ)路の最大値より低くくなることがあり、ただ−回の
超音波の送受信によって路面状況を判別しようとするな
らば、荒れた舗装路と圧雪路とで誤検知を行なってしま
う可能性がある。
The operation of the road surface condition detection device having the above configuration will now be explained based on the flowchart shown in FIG. The timer 23 of the control calculation device 21 controls the operation of the ultrasonic oscillator 13, and as shown in FIG.
A 12-hour oscillation pulse is sent out to the road surface 29 at a frequency (for example, every 10 m5ec) - Step 51 The ultrasonic waves sent out toward the road surface 29 are reflected by the road surface 29 and sent through the receiving horn 9 to the receiving microphone 7. and is applied to the amplifier circuit 15. Amplification circuit 15
amplifies the received reflected wave and outputs the amplified reflected wave to the voltage detection circuit 17, which receives a reflected wave intensity voltage. The reflected wave intensity voltage is input from the voltage detection circuit 17 to the control calculation device 21 through the A/D converter 19. As shown in FIG. 4, the voltage detection circuit 17 obtains a received pulse with a delay of t3 hours from the emission of the oscillation pulse, and after detecting the rising edge of this pulse, the voltage is 0.5n+.
The voltage at the time of scc is output as the reflected wave intensity (voltage value V) - Steps 52 and 53 In the control calculation unit 21, the calculation unit 25 compares the intensity V of the received pulse with the predetermined voltage values Vr+ and Vr2 - Stellar. Bu54~
57° Generally, the reflected wave intensity V shows large variations while the vehicle is running. In particular, as shown in Figure 5, the lowest value of the reflected wave intensity on an aging paved road with an uneven surface is due to reflections from compacted snow or frozen roads that have been compacted by vehicle traffic. Low friction coefficient with high wave strength (
μ) may be lower than the maximum value for the road, and if you try to determine the road surface condition by just transmitting and receiving ultrasonic waves twice, there is a possibility that false detection will occur between a rough paved road and a packed snow road. There is.

ところがこれら反射波強度が近い路面においても、一定
周期で定期的に路面状況の検知を実行し、その反射波強
度の統計処理を行う場合、荒れた舗装路と圧雪路とでは
その反射波強度の傾向が異なってくる。つまり、第6図
の頻度累積図(−足回数の電圧測定結果を電圧の低い方
から順に積算し、百分率曲線で表現したもの)に示すよ
うになる。
However, even on road surfaces where the reflected wave intensities are similar, when detecting the road surface condition at regular intervals and performing statistical processing of the reflected wave intensities, the reflected wave intensities of rough paved roads and compacted snow roads are different. The trends will be different. That is, it becomes as shown in the frequency cumulative diagram of FIG. 6 (voltage measurement results for the number of negative steps are integrated in order from the lowest voltage and expressed as a percentage curve).

■ 反射波強度の大ぎい舗装路(コンクリート等)■ 
反射波強度の小さい舗装路(荒れたアスファル!−路等
)、 ■ 反射波強度の大きい低1?擦係数路(圧雪路)、■
 反射波強度の小さい低摩擦係数路(新雪路)それぞれ
においては、一定設定電圧Vr+以下、またVr2以上
の反射波強度電圧を得る頻度の累積値が統計的に異なっ
てくる。そこで、2輪駆動(2WD)でよい反射波強度
の小ざい舗装路■と、これに近似しているが4輪駆動(
4WD)を必要とする反射波強度の大きい低μ路■とを
分離Jるには、電圧強度Vrlの比較電圧値に対して頻
度累積値95%以上とする。そして、一定時間内に行な
われる発信回数に対して比較電圧値Vr+以下となる回
数を調べ、カウント数/発信回数≧95%となるかどう
か判断する。つまり128回発信毎に判断する時には、
電圧値Vr+以下となる回数が(128x0.95==
=)122回以上となれば、低μ路と判断づるのである
■ Paved roads with high reflected wave intensity (concrete, etc.) ■
Paved roads with low reflected wave intensity (rough asphal roads, etc.), ■ Low 1 with high reflected wave intensity? Friction coefficient road (snow compacted road), ■
On each of the low friction coefficient roads (freshly snowed roads) where the reflected wave intensity is small, the cumulative value of the frequency of obtaining a reflected wave intensity voltage that is equal to or less than the fixed set voltage Vr+ or equal to or greater than Vr2 is statistically different. Therefore, two-wheel drive (2WD) is suitable for small paved roads ■ with reflected wave strength, and similar to this, four-wheel drive (4-wheel drive)
In order to separate the road from the low μ road (2) with a large reflected wave intensity that requires 4WD), the frequency cumulative value is set to 95% or more with respect to the comparison voltage value of the voltage intensity Vrl. Then, the number of times the comparison voltage value Vr+ is lower than or equal to the number of transmissions performed within a certain period of time is checked, and it is determined whether the count number/number of transmissions≧95%. In other words, when making a judgment every 128 times,
The number of times the voltage value is below Vr+ is (128x0.95==
=) If it is 122 times or more, it is determined that it is a low μ road.

また高μ路を判断するためには、第6図に明らかなよう
に頻度累積値が低い領域を利用し、強度電圧Vr2以下
の頻度累積値が30%に達しない場合を基準とする。そ
こで、128回発信毎の電圧値■r2以下となる回数が
(128X0.30=)38回以下となれば、高μ路と
判断するのである。
Furthermore, in order to judge a high μ road, as is clear from FIG. 6, a region where the frequency cumulative value is low is used, and the case where the frequency cumulative value of intensity voltage Vr2 or less does not reach 30% is used as a reference. Therefore, if the number of times that the voltage value ■r2 becomes less than or equal to (128×0.30=) 38 times or less every 128 times, it is determined that there is a high μ road.

そこで、演惇装置25は、反射波電圧強度Vが設定電圧
値Vr+以下となる時、4WDカウントを+1カウント
アツプするーステップ54.55゜また、反射波電圧強
度Vが設定電圧値Vr2以下となる時、2WDカウント
を+1カウントアツプする一ステップ57.58゜ 上記ステップ51〜58のフローは、発信回数が規定値
、例えば128回に達するまで繰り返される。そして、
発信回数が規定の128回に達した時には、4WD、2
WDの切換え判断が実行されることになる一ステップ5
8゜ まず、4WDへの切換えが必要かどうかの判断のために
は、4WDカウント数が設定回数以上、つまり122回
以上(95%以上)になっているかどうかが判断され、
この回数を超えている時には、低μ路を走行しているも
のとして、4WDへの切換指令が発せられるーステップ
59.60゜4WDのカウントが少ないとき、つづいて
2WDへの切換が必要かどうかが判断される。つまり、
2WDカウントが設定回数、例えば38回以下である時
に高μ道路と判断し、2WDへの切換指令が発せられる
ーステップ61,62゜ 規定回数、例えば128回発信毎にルーチンはリセット
され、新たな路面状況の検知フローが再開される一ステ
ップ63゜ このようにして、反射波強度の電圧値の統計的処理を施
し、統計的特性の判別により路面状況を把握し、4WD
−2WDの自動的な切換えが実行されるのである。
Therefore, when the reflected wave voltage intensity V becomes below the set voltage value Vr+, the performance device 25 increases the 4WD count by +1 count - step 54.55. Also, when the reflected wave voltage intensity V becomes below the set voltage value Vr2. 57.58 degrees, the 2WD count is increased by +1. The flow of steps 51 to 58 is repeated until the number of calls reaches a specified value, for example, 128 times. and,
When the number of calls reaches the specified 128 times, 4WD, 2
Step 5 in which the WD switching judgment is executed
8゜First, in order to determine whether it is necessary to switch to 4WD, it is determined whether the 4WD count is greater than the set number of times, that is, 122 or more (95% or more).
When this number of times is exceeded, it is assumed that the vehicle is traveling on a low μ road, and a command to switch to 4WD is issued. - Step 59.60゜When the 4WD count is low, whether it is necessary to switch to 2WD next. is judged. In other words,
When the 2WD count is less than a set number of times, for example 38, it is determined that the road is high and a command to switch to 2WD is issued - Steps 61 and 62. The routine is reset and a new Step 63 where the road surface condition detection flow is restarted: In this way, the voltage value of the reflected wave intensity is statistically processed, the road surface condition is grasped by determining the statistical characteristics, and the 4WD
- Automatic switching of 2WD is executed.

第8図はこの発明の他の実施例を示すものであって、筐
体1に一個の送信マイク3と送信ホーン5を設置すると
共に、複数個の受信マイク7及び受信ホーン9を設置し
た構成である。このようにして受信手段を複数体設ける
とき、各受信手段間の距離を適宜値に設定しておくなら
ば、同一時間内に複数倍の路面からの情報、ずなゎち反
射波強度電圧値が得られ、統計処理のための時間を短縮
することが可能である。また、上記各実施例では送受信
手段を個別のものとして示したが、超音波センナのよう
に送受信手段が一体化されたものを複数個用いることも
可能である。
FIG. 8 shows another embodiment of the present invention, in which one transmitting microphone 3 and transmitting horn 5 are installed in the housing 1, and a plurality of receiving microphones 7 and receiving horns 9 are installed. It is. When multiple receiving means are provided in this way, if the distance between each receiving means is set to an appropriate value, multiple times the information from the road surface can be obtained within the same time, reflected wave intensity voltage value is obtained, and it is possible to shorten the time for statistical processing. Further, in each of the above embodiments, the transmitting and receiving means are shown as separate units, but it is also possible to use a plurality of integrated transmitting and receiving units, such as an ultrasonic sensor.

[発明の効果] この発明は受信手段が得る反射波強度の電圧値を所定の
設定値と比較し、その比較電圧値を上回る頻度を判別情
報として路面状態を判別するものであるため、路面状態
を統計的に把握ツることがてぎ、正確な路面状況の検知
が行なえる特長がある。
[Effects of the Invention] This invention compares the voltage value of the reflected wave intensity obtained by the receiving means with a predetermined setting value, and uses the frequency exceeding the comparison voltage value as discrimination information to determine the road surface condition. It has the advantage of being able to statistically understand road surface conditions and accurately detect road conditions.

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

第1図はこの発明のクレーム対応図、第2図はこの発明
の一実施例の回路ブロック図、第3図は上記実施例の電
気機器構成図、第4図は上記実施例の動作を示すタイミ
ングチャート、第5図は受イ3波強度の時間的バラツキ
を示す図、第6図は各種路面の反射波強度電圧の頻度累
積特性グラフ、第7図は上記実施例のフローチャート、
第8図はこの発明の他の実施例の機器構成図である。 1・・・筐体 3・・・送イgマイク 5・・・送信ホーン 7・・・受信マイク9・・・受信
ホーン 11・・・送受信回路13・・・超音波発振器
 15・・・増幅回路17・・・電圧検出回路 19・
・・A/D変換器21・・・制御演算装置 25・・・
演算装置27・・・判別装置 特 許 出 願 人 日産自動車株式会社箒1図 ≧2図 嘉3図 箔40 吟 関 第5図 第6図 坑7図 /     \ \、  \ 第8図
Fig. 1 is a diagram corresponding to the claims of this invention, Fig. 2 is a circuit block diagram of an embodiment of this invention, Fig. 3 is a diagram of the electrical equipment configuration of the above embodiment, and Fig. 4 shows the operation of the above embodiment. A timing chart, FIG. 5 is a diagram showing temporal variations in the intensity of the three received waves, FIG. 6 is a frequency cumulative characteristic graph of the reflected wave intensity voltage of various road surfaces, FIG. 7 is a flowchart of the above embodiment,
FIG. 8 is an equipment configuration diagram of another embodiment of the present invention. 1... Housing 3... Transmitting microphone 5... Transmitting horn 7... Receiving microphone 9... Receiving horn 11... Transmitting/receiving circuit 13... Ultrasonic oscillator 15... Amplification Circuit 17... Voltage detection circuit 19.
...A/D converter 21...control calculation device 25...
Arithmetic device 27... Discrimination device patent applicant Nissan Motor Co., Ltd. Hoki 1 ≧ 2 fig. 3 fig. Haku 40 Gin Seki fig.

Claims (2)

【特許請求の範囲】[Claims] (1)路面に向けて検出波を一定周期で送出する送信手
段と、路面からの反射波を受信する受信手段と、この受
信手段からの反射波の強度検出手段と、この検出手段か
らの反射波強度を設定値と比較し、その設定値を超える
頻度累積値を演算する演算手段と、この演算手段の出力
から路面状況を判別する判別手段を備えて成る路面状況
検知装置。
(1) A transmitting means for transmitting a detection wave toward the road surface at a constant cycle, a receiving means for receiving the reflected wave from the road surface, a means for detecting the intensity of the reflected wave from the receiving means, and a means for detecting the intensity of the reflected wave from the detecting means. A road surface condition detection device comprising a calculation means for comparing wave intensity with a set value and calculating a cumulative value of the frequency of exceeding the set value, and a determination means for determining a road surface condition from the output of the calculation means.
(2)受信手段を複数体備えることを特徴とする特許請
求の範囲第1項に記載の路面状況検知装置。
(2) The road surface condition detection device according to claim 1, characterized by comprising a plurality of receiving means.
JP25667585A 1985-11-18 1985-11-18 Detector for road surface condition Pending JPS62118207A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25667585A JPS62118207A (en) 1985-11-18 1985-11-18 Detector for road surface condition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25667585A JPS62118207A (en) 1985-11-18 1985-11-18 Detector for road surface condition

Publications (1)

Publication Number Publication Date
JPS62118207A true JPS62118207A (en) 1987-05-29

Family

ID=17295905

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25667585A Pending JPS62118207A (en) 1985-11-18 1985-11-18 Detector for road surface condition

Country Status (1)

Country Link
JP (1) JPS62118207A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0263241A (en) * 1988-08-29 1990-03-02 Nippon Telegr & Teleph Corp <Ntt> Data collection method
JPH02232580A (en) * 1989-03-06 1990-09-14 Honda Motor Co Ltd Object detector
EP0503942A2 (en) * 1991-03-13 1992-09-16 Mitsubishi Jidosha Kogyo Kabushiki Kaisha Speed change control method for an automatic transmission for vehicles
JP2011002425A (en) * 2009-06-22 2011-01-06 Furuno Electric Co Ltd Radar device
JP2015215217A (en) * 2014-05-09 2015-12-03 国立大学法人三重大学 Concrete surface roughness and degradation evaluation device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0263241A (en) * 1988-08-29 1990-03-02 Nippon Telegr & Teleph Corp <Ntt> Data collection method
JPH02232580A (en) * 1989-03-06 1990-09-14 Honda Motor Co Ltd Object detector
EP0503942A2 (en) * 1991-03-13 1992-09-16 Mitsubishi Jidosha Kogyo Kabushiki Kaisha Speed change control method for an automatic transmission for vehicles
JP2011002425A (en) * 2009-06-22 2011-01-06 Furuno Electric Co Ltd Radar device
JP2015215217A (en) * 2014-05-09 2015-12-03 国立大学法人三重大学 Concrete surface roughness and degradation evaluation device

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