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JPH0317159B2 - - Google Patents
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JPH0317159B2 - - Google Patents

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Publication number
JPH0317159B2
JPH0317159B2 JP58008451A JP845183A JPH0317159B2 JP H0317159 B2 JPH0317159 B2 JP H0317159B2 JP 58008451 A JP58008451 A JP 58008451A JP 845183 A JP845183 A JP 845183A JP H0317159 B2 JPH0317159 B2 JP H0317159B2
Authority
JP
Japan
Prior art keywords
pulse
vehicle
speed
abnormal
circuit
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
Application number
JP58008451A
Other languages
Japanese (ja)
Other versions
JPS59133698A (en
Inventor
Joji Kamata
Isao Ito
Takao Inobe
Yoshuki Hatsutori
Keisaku Nozaki
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.)
Panasonic Holdings Corp
Original Assignee
Matsushita Electric Industrial 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 Matsushita Electric Industrial Co Ltd filed Critical Matsushita Electric Industrial Co Ltd
Priority to JP58008451A priority Critical patent/JPS59133698A/en
Publication of JPS59133698A publication Critical patent/JPS59133698A/en
Publication of JPH0317159B2 publication Critical patent/JPH0317159B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 産業上の利用分野 本発明は道路及び道路網に於ける自動車交通流
の監視と管制に利用する交通流計測装置に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention relates to a traffic flow measuring device used for monitoring and controlling vehicle traffic flow on roads and road networks.

従来例の構成とその問題点 第1図は従来の交通流計測装置を示している。Conventional configuration and its problems FIG. 1 shows a conventional traffic flow measuring device.

以下この従来例の構成について第1図とともに
説明する。第1図において、1a及び1bは車両
感知器で1aは車両進行方向の上流側、1bは下
流側に設置される。2は速度演算部、3は変調装
置、4は復調装置、5は中央装置で各々図示の如
く結線接続され交通流計測装置を構成する。
The configuration of this conventional example will be explained below with reference to FIG. In FIG. 1, 1a and 1b are vehicle sensors, 1a is installed on the upstream side in the direction of vehicle movement, and 1b is installed on the downstream side. Reference numeral 2 denotes a speed calculating section, 3 a modulating device, 4 a demodulating device, and 5 a central device, which are connected to each other as shown in the figure to constitute a traffic flow measuring device.

次に上記構成になる従来例の動作を説明する。
第2図A〜Cに上記従来例のタイミングチヤート
を示す如く、上流側の車両感知器1aの車両存在
パルスcの立上りを速度演算部2にて検出し速度
パルスeを立上げる。更に、下流側の車両感知器
1bの車両存在パルスdの立上りを速度演算部2
にて同様に検出する事により前記速度パルスeを
立下げる。従つて、前記一対の車両感知器1a及
び1bの設置距離と前記速度パルスeの持続時間
とより車両の速度を検出し得る。また車両存在パ
ルスcにより車両台数およびオキユパンシが得ら
れる。即ち、上記車両存在パルスc及び速度パル
スeを変調装置3、復調装置4を介して中央装置
5に接続し、一系統の信号伝達系が構成される。
中央装置5には多数の復調装置4′と信号伝達系
が接続される。
Next, the operation of the conventional example having the above configuration will be explained.
As shown in FIGS. 2A to 2C, timing charts of the conventional example, the speed calculation section 2 detects the rise of the vehicle presence pulse c of the upstream vehicle sensor 1a, and raises the speed pulse e. Furthermore, the rising edge of the vehicle presence pulse d of the downstream vehicle sensor 1b is calculated by the speed calculation unit 2.
By similarly detecting at , the speed pulse e is lowered. Therefore, the speed of the vehicle can be detected from the installation distance of the pair of vehicle sensors 1a and 1b and the duration of the speed pulse e. Furthermore, the number of vehicles and the occupation can be obtained from the vehicle presence pulse c. That is, the vehicle presence pulse c and speed pulse e are connected to the central device 5 via the modulation device 3 and the demodulation device 4, thereby forming one signal transmission system.
A large number of demodulators 4' and signal transmission systems are connected to the central device 5.

しかしながら上記従来例に於ては以下に示す如
き欠点を有する。即ち、車両感知器1a,1bに
は通常超音波式センサが多用されるが、車両の車
体形状等に起因して車両存在パルスc,dが第2
図D,Eに図示の如く欠けc−1,c−2,c−
3.d−1,d−2,d−3を生ずる事が有る。
このパルスの欠け現象に起因して車両検知信号の
誤信号が発生する。即ち車両存在パルスcが部分
的に欠落する為、正確な延べ車両存在時間が不明
となると同時に正確な通過車両台数が不明とな
る。更に第2図Fに図示の如く、速度パルスeは
存在パルスcの立上りに応じて立上り、パルスd
の立下りに応じて立下る為に図示パルスの欠落部
c−2及びd−1に対応して不要な速度パルスe
−2を発生する。不要なパルスe−2は不規則な
パルス欠落により発生する為、図示の如く異常に
短くなつたり、或は立下り信号側のパルス欠落d
−1乃至d−3が存在しない場合は一点鎖線e−
2′の如く異常長信号となる極めて不規則な形状
を有するものとなる。
However, the above conventional example has the following drawbacks. That is, although ultrasonic sensors are usually used as the vehicle detectors 1a and 1b, the vehicle presence pulses c and d are
As shown in Figures D and E, the chips are c-1, c-2, c-
3. d-1, d-2, and d-3 may occur.
Due to this pulse missing phenomenon, an erroneous vehicle detection signal occurs. That is, since the vehicle presence pulse c is partially missing, the exact total vehicle presence time becomes unknown, and at the same time, the exact number of passing vehicles becomes unknown. Furthermore, as shown in FIG. 2F, the velocity pulse e rises in response to the rise of the existing pulse c, and the velocity pulse e
The unnecessary speed pulse e corresponds to the missing parts c-2 and d-1 of the illustrated pulse because it falls in accordance with the falling of the pulse e.
-2 is generated. Unnecessary pulse e-2 is generated due to irregular pulse dropout, so it may become abnormally short as shown in the figure, or it may be caused by pulse dropout on the falling signal side d.
If -1 to d-3 do not exist, the dashed line e-
2', the signal has an extremely irregular shape and becomes an abnormal length signal.

以上の如く、上記従来例に於ては車両存在パル
スの部分的欠落現象により延車存在時間、車両台
数,速度パルスの数及び異常短・長速度パルスの
発生等の諸問題を有する。
As described above, the conventional example has various problems such as the extended vehicle presence time, the number of vehicles, the number of speed pulses, and the occurrence of abnormal short and long speed pulses due to the phenomenon of partial omission of vehicle presence pulses.

発明の目的 本発明は上記従来例の欠点を除去するものであ
り、パルスの欠落現象の補正及び異常長短パルス
のキヤンセル機能を有する前処理装置を導入し高
精度の計測が可能な交通流計測装置を提供するも
のである。
Purpose of the Invention The present invention eliminates the drawbacks of the above-mentioned conventional example, and provides a traffic flow measuring device that is capable of highly accurate measurement by introducing a preprocessing device that has a function of correcting pulse dropout phenomenon and canceling abnormally long and short pulses. It provides:

発明の構成 本発明は上記目的を達成するために、中央装置
の前段に前処理装置を配設し、従来の車両感知器
の車両存在パルスを一旦前記前処理装置に導入し
パルスの整形回路・速度パルス設定回路・異常パ
ルス補正回路にて各様の整形・演算・補正を施し
た上で中央装置に信号を伝送する事により高精度
の車両通過信号を得るものである。
Structure of the Invention In order to achieve the above object, the present invention disposes a preprocessing device at the front stage of a central device, and once introduces the vehicle presence pulse of a conventional vehicle sensor into the preprocessing device. A highly accurate vehicle passing signal is obtained by performing various shaping, calculations, and corrections in the speed pulse setting circuit and abnormal pulse correction circuit and transmitting the signal to the central device.

実施例の説明 以下に本発明の一実施例の構成について、図面
とともに説明する。第3図は本発明の交通流計測
装置の一実施例のブロツクを示している。車両感
知器1a,1bは変調装置3、復調装置4を経て
前処理装置6を介して中央装置5へ接続される。
第4図は前処理装置6の内部構成図で上流側の車
両感知器1a及び下流側の車両感知器1bの各車
両存在パルスc,dはパルス整形回路7a,7b
に導かれ、速度パルス設定回路8、異常パルス補
正回路9を経て中央装置5へ接続される。なお前
処理装置6へは複数組の車両感知器が接続される
ものである。
DESCRIPTION OF EMBODIMENTS The configuration of an embodiment of the present invention will be described below with reference to the drawings. FIG. 3 shows a block diagram of an embodiment of the traffic flow measuring device of the present invention. The vehicle sensors 1a and 1b are connected to a central device 5 via a modulator 3, a demodulator 4, and a preprocessor 6.
FIG. 4 is an internal configuration diagram of the preprocessing device 6, and the vehicle presence pulses c and d of the upstream vehicle sensor 1a and the downstream vehicle sensor 1b are pulse shaping circuits 7a and 7b.
is connected to the central device 5 via a speed pulse setting circuit 8 and an abnormal pulse correction circuit 9. Note that a plurality of sets of vehicle sensors are connected to the pre-processing device 6.

上記車両感知器1a,1bは、第6図Aに示す
ように例えば60msec毎に超音波信号Tを送信す
る。車両感知器1a,1bより送信された超音波
信号は車両で反射し、第6図Bに示すように所定
時間範囲内に車両感知器1a,1bで反射波が受
信される。反射波Rが所定時間範囲内で検出され
ると、第6図Cに示すようにこの所定時間範囲経
過時点一定時間長(60msec)の存在パルスc1
発生する。この動作が60msec毎行なわれ、車両
からの反射波が必らず検知されると、第6図Cに
示すように、c2,c3,c4……が発生する結果、第
2図A,Bに示すように車長に応じた所定時間幅
の車両存在パルルスc,dが得られる。しかしな
がら、車両からの反射波が所定時間範囲内に検出
されない場合には第2図D,Eおよび第5図A,
Bに示すように一定時間長(60msec)の存在パ
ルスが発生しない結果、車両存在パルス中にパル
ス欠落が生じる。
The vehicle sensor 1a, 1b transmits an ultrasonic signal T, for example, every 60 msec, as shown in FIG. 6A. The ultrasonic signals transmitted from the vehicle sensors 1a, 1b are reflected by the vehicle, and the reflected waves are received by the vehicle sensors 1a, 1b within a predetermined time range, as shown in FIG. 6B. When the reflected wave R is detected within a predetermined time range, as shown in FIG. 6C, a presence pulse c1 of a predetermined time length (60 msec) is generated after the predetermined time range has elapsed. If this operation is performed every 60 msec and a reflected wave from the vehicle is always detected, c 2 , c 3 , c 4 . , B, vehicle presence pulses c and d of a predetermined time width depending on the vehicle length are obtained. However, if the reflected wave from the vehicle is not detected within a predetermined time range,
As shown in B, a presence pulse of a certain length (60 msec) is not generated, resulting in a pulse dropout during the vehicle presence pulse.

上記の本発明の一実施例においては、反射波を
受信した際に発生する一定時間幅の存在パルス
c1,c2……の時間幅を第4図のパルス整形回路7
a,7bで例えば120msecに延長し、1つの反射
波が検出できない場合にもパルスの欠落が生じな
いようにしている。
In one embodiment of the present invention described above, the existence pulse of a certain time width that is generated when a reflected wave is received.
The time width of c 1 , c 2 ... is determined by the pulse shaping circuit 7 in Fig. 4.
a and 7b are extended to, for example, 120 msec to prevent pulse dropouts even when one reflected wave cannot be detected.

上記構成になる本実施例の動作について説明す
ると、第5図A〜Gのタイミングチヤートに示す
如く、上流側の車両存在パルスc及び下流側の車
両存在パルスdは不規則なパルス欠落部を有する
が、パルス整形回路7a,7bにより整形処理さ
れ第5図C,Dに示す凹凸の無い矩形パルスf,
gとして速度パルス設定回路8に導かれる。速度
パルス設定回路8に於ては第5図Eに示すように
上流側速度パルスfの立上りでセツトされ下流側
速度パルスgの立上りでリセツトされる速度パル
スiが設定される。従つて、車両存在パルスの欠
落により生じる不要な速度パルスi−aはパルス
整形回路7a,7bの整形作用により消去され
る。
To explain the operation of this embodiment having the above configuration, as shown in the timing charts of FIGS. 5A to 5G, the vehicle presence pulse c on the upstream side and the vehicle presence pulse d on the downstream side have irregular pulse missing parts. is shaped by the pulse shaping circuits 7a and 7b, resulting in smooth rectangular pulses f, as shown in FIGS. 5C and 5D.
g to the speed pulse setting circuit 8. In the speed pulse setting circuit 8, as shown in FIG. 5E, a speed pulse i is set which is set at the rising edge of the upstream speed pulse f and reset at the rising edge of the downstream speed pulse g. Therefore, the unnecessary speed pulse ia caused by the omission of the vehicle presence pulse is eliminated by the shaping action of the pulse shaping circuits 7a and 7b.

又、通過車両の車線変更挙動や周辺ノイズ等の
原因で発生した上流側車両存在パルスc−bに起
因して第5図Eに示す速度パルスi−bが発生す
るが、正規の車両通過で無い為に下流側車両存在
パルスが存在しない為、速度パルスi−bは立上
り状態に保持される。この異常長パルスを補正す
るべく異常パルス補正回路9により異常長速度パ
ルスの時限補正がが行われる。即ち第5図Gのk
−bの如く異常長速度パルスi−bは時限速度パ
ルスとして最長感知時間tOに補正される。又、異
常パルス補正回路9には異常短パルス補正機能も
同時に具備する事により、仮に異常に短い速度パ
ルスi−aが補正回路9に入力した場合には前記
パルスi−aは消去される。すなわち回路ノイズ
或は整形回路7a,7bで補正しきれないパルス
欠落に起因する異常短速度パルスは異常パルス補
正回路9にて消去される。異常パルス補正回路9
は、速度パルス設定回路8から出力される車両存
在パルスの時間幅が第1の設定値より小さい場合
には消去し、第2の設定値より大きい場合には一
定の時間幅(tO)に補正するものである。
In addition, the speed pulse i-b shown in Figure 5E is generated due to the upstream vehicle presence pulse c-b generated due to the lane change behavior of a passing vehicle or surrounding noise. Since there is no downstream vehicle presence pulse, the speed pulse i-b is maintained in the rising state. In order to correct this abnormally long pulse, the abnormally long speed pulse is time-limited corrected by the abnormal pulse correction circuit 9. That is, k in Figure 5G
-b, the abnormally long velocity pulse i-b is corrected to the longest sensing time t O as a timed velocity pulse. Further, the abnormal pulse correction circuit 9 is also provided with an abnormal short pulse correction function, so that even if an abnormally short speed pulse ia is input to the correction circuit 9, the pulse ia is erased. That is, abnormal short-speed pulses caused by circuit noise or pulse dropouts that cannot be completely corrected by the shaping circuits 7a and 7b are eliminated by the abnormal pulse correction circuit 9. Abnormal pulse correction circuit 9
is erased when the time width of the vehicle presence pulse output from the speed pulse setting circuit 8 is smaller than the first set value, and is set to a constant time width (t O ) when it is larger than the second set value. This is a correction.

なお、異常パルス補正回路9におけるパルス補
正には種々の方法が可能である。前記実施例のよ
うに最長感知時間tOは常時一定とする場合には、
速度パルスiの立上りでセツトされ、一定時間tO
経過後リセツトされる回路を用いることにより容
易に実現できる。
Note that various methods are possible for pulse correction in the abnormal pulse correction circuit 9. When the longest sensing time t O is always constant as in the above embodiment,
It is set at the rising edge of speed pulse i, and is maintained for a certain period of time t O
This can be easily realized by using a circuit that is reset after a certain period of time has elapsed.

他の異常パルス補正方法として、最長感知時間
tOを計測中の車両平均速度に応じて可変と成す方
法も考えられる。即ち一例として次式に示す如
く、 V=α・VP+(1−α)・VR,tO′=(V) 最長感知時間tO′(msec)は過去の車両速度パル
スVP(msec)と計測車両速度パルスVR(msec)
及び重み係数αによつて決定される平均速度パル
スV(msec)に応じて決定されるものであり、こ
れにより車両走行速度に応じた最長感知時間の設
定が可能となり高精度の速度パルス補正が達成さ
れる。
Other abnormal pulse correction methods include the longest sensing time
Another possible method is to make tO variable depending on the average speed of the vehicle being measured. That is, as an example, as shown in the following equation, V=α・V P +(1−α)・V R , t O ′=(V) The longest sensing time t O ′ (msec) is determined by the past vehicle speed pulse V P ( msec) and measured vehicle speed pulse V R (msec)
It is determined according to the average speed pulse V (msec) determined by the weighting coefficient α, and the maximum sensing time can be set according to the vehicle running speed, allowing highly accurate speed pulse correction. achieved.

又、他の異常パルス補正方法として、異常パル
ス補正回路9に上流側車両存在信号h、下流側車
両存在信号g及び速度信号iを導入する事によ
り、上流側信号hのパルス長tU、下流側信号gの
パルス長tL、速度信号iのパルス長tVより次式の
判定を行う。
In addition, as another abnormal pulse correction method, by introducing the upstream vehicle presence signal h, the downstream vehicle presence signal g, and the speed signal i into the abnormal pulse correction circuit 9, the pulse length t U of the upstream signal h, the downstream The following equation is determined from the pulse length t L of the side signal g and the pulse length t V of the speed signal i.

0.5<tL/tU<2 C1*tV>tU,tL C1:定数 上式に示す如く、上下流側の車両感知パルス長
の比が1対2の比率以内である事、従つて極端な
パルス長の差が無い事、及び、速度パルス長と上
下パルス長に一定の相関のある事、即ち車両全長
は通常12m以下であり更に上下流車両感知設置間
隔は通常5mに配設される事より定数C1を3と設
定すると車両存在パルス長tU及びtLは速度パルス
tVの3倍以下の長さである事。これは設置間隔
5mの3倍は15mとなり車両全長は必ず15m以下
である事から必然的に決定されるものである。従
つて、上下パルス長の相互の比率及び上下パルス
長と速度パルス長との比率により各パルスの異常
判定が可能となる訳で、必要に応じて前記相関を
満す如くパルスを補正する事も容易である。
0.5<t L /t U <2 C 1 *t V >t U , t L C 1 : Constant As shown in the above formula, the ratio of vehicle sensing pulse lengths on the upstream and downstream sides must be within the ratio of 1:2. Therefore, there is no extreme difference in pulse length, and there is a certain correlation between the speed pulse length and the upper and lower pulse lengths, that is, the total vehicle length is usually less than 12 m, and the upstream and downstream vehicle sensing installation intervals are usually 5 m. Since the constant C 1 is set to 3, the vehicle presence pulse lengths t U and t L are the speed pulses.
t The length must be less than three times V. This is the installation interval
3 times 5m is 15m, which is inevitably determined because the total length of the vehicle is always less than 15m. Therefore, it is possible to determine the abnormality of each pulse based on the mutual ratio of the upper and lower pulse lengths and the ratio between the upper and lower pulse lengths and the speed pulse length, and if necessary, the pulses can be corrected to satisfy the above correlation. It's easy.

上記の如く本実施例に於ては車両感知器の車両
存在信号を前処理装置にてパルスの整形、速度パ
ルスの設定、異常パルス補正の各処理を行つて中
央装置へ車両情報を伝送するので、車両存在パル
スの欠落現象に起因する異常パルスの発生及び通
過車両台数の誤計測を防止することができる。
As described above, in this embodiment, the vehicle presence signal from the vehicle sensor is processed by the pre-processing device, including pulse shaping, speed pulse setting, and abnormal pulse correction, and the vehicle information is transmitted to the central device. Therefore, it is possible to prevent the occurrence of abnormal pulses and erroneous measurement of the number of passing vehicles due to the phenomenon of missing vehicle presence pulses.

更に、上記実施例に於ては車両速度を用いて異
常長速度パルスの最長感知時間の可変制御を行う
べく説明したが、車両速度と交通量乃至オキユパ
ンシの間には相互に一定の相関々係にある事が交
通工学的に知られている。従つて、速度信号に替
えて通過交通量乃至オキユパンシ等の交通情報の
何れか乃至複数の信号に応動して前記最長感知時
間を可変制御する事により本発明の目的を達成し
得る事は明白である。より具体的には交通量乃至
オキユパンシが低い場合、即ち車両速度の高い場
合には最長感知時間を短く、交通量乃至オキユパ
ンシが高い場合即ち車両速度の低い場合には最長
感知時間を長く設定制御する事により、車両速度
信号による制御と同様の効果を奏するものであ
る。
Furthermore, in the above embodiment, although it has been explained that the maximum sensing time of the abnormally long speed pulse is variable controlled using the vehicle speed, there is a certain correlation between the vehicle speed and the traffic volume or occupancy. It is known from a traffic engineering perspective that this is the case. Therefore, it is clear that the object of the present invention can be achieved by variably controlling the longest sensing time in response to one or more signals of traffic information such as passing traffic volume or occupancy instead of the speed signal. be. More specifically, the maximum sensing time is set to be shorter when the traffic volume or occupancy is low, that is, when the vehicle speed is high, and the maximum sensing time is set to be longer when the traffic volume or occupancy is high, that is, when the vehicle speed is low. As a result, the same effect as control using a vehicle speed signal can be achieved.

なお、上記実施例において車両感知器としては
超音波式以外の各種存在型感知器を利用可能な事
は言う迄も無い。又、パルス整形回路は通常一定
の保持時間を付加する方式が一般的であるが、車
両走行速度に応じて保持時間を可変と成すなどの
対策もパルス整形作用として有効な事は言う迄も
無い。又、異常パルス補正回路9はパルス整形回
路7a,7b及び速度パルス設定回路8の相互に
並列に配設しても有効に動作する事は明白であ
る。
It goes without saying that in the above embodiments, various types of presence type sensors other than the ultrasonic type can be used as the vehicle sensor. Furthermore, although pulse shaping circuits generally add a fixed holding time, it goes without saying that measures such as making the holding time variable depending on the vehicle running speed are also effective as a pulse shaping effect. . Furthermore, it is clear that the abnormal pulse correction circuit 9 operates effectively even when the pulse shaping circuits 7a, 7b and the speed pulse setting circuit 8 are arranged in parallel with each other.

発明の効果 本発明は上記のような構成であり、以下に示す
効果が得られるものである。
Effects of the Invention The present invention has the above-described configuration, and provides the following effects.

(a) 中央装置の手前に車両感知信号の前処理装置
を配設しているので、従来既設の車両感知器信
号を直接導入し利用する事が可能であり、従来
設備に前処理装置を追加する事により同一設備
を利用しながら高精度の交通流計測が可能とな
る。更に、中央装置直前に前処理装置を設置す
る事により各車両感知器の生信号データが直接
送信されて来るので、生データに収集記録が容
易であり、万一車両感知故障等が発生した場合
に発見・管理が容易な利点を有する。
(a) Since the pre-processing device for vehicle detection signals is installed before the central device, it is possible to directly introduce and use existing vehicle sensor signals, and the pre-processing device is added to the conventional equipment. By doing so, it becomes possible to measure traffic flow with high precision while using the same equipment. Furthermore, by installing a preprocessing device just before the central device, the raw signal data from each vehicle sensor is directly transmitted, making it easy to collect and record the raw data, and in the unlikely event that a vehicle detection failure occurs. It has the advantage of being easy to discover and manage.

(b) 前処理装置内には車両存在パルス整形回路を
具備する事により車両存在パルスの異常な欠落
部分を補正する事が可能であり、正確なオキユ
パンシ計測が可能であると同時に正確な車両通
過台数の計測が可能となる。
(b) By equipping the preprocessing device with a vehicle presence pulse shaping circuit, it is possible to correct abnormal missing portions of the vehicle presence pulse, making it possible to accurately measure occupancy and at the same time accurately measure vehicle passing. The number of units can be measured.

(c) 前処理装置内には速度パルス設定回路を配設
し、整形後の正確な車両存在パルスを速度パル
ス設定回路に送る事により、存在パルスの欠落
に起因する不規則な異常速度パルスの発生を防
止し得る。
(c) A speed pulse setting circuit is installed in the preprocessing device, and by sending the accurate vehicle presence pulse after shaping to the speed pulse setting circuit, irregular abnormal speed pulses caused by missing presence pulses can be eliminated. Occurrence can be prevented.

(d) 前処理装置内には異常パルス補正回路を配設
し、下流側車両存在パルスが不足した場合の異
常長速度信号の時限設定及び車両存在パルスの
欠落或はノイズ等に起因する異常短速度信号の
消去機能を具備する事により、異常な速度信号
の中央装置への送信を防止し高精度の交通流計
測が可能となる。
(d) An abnormal pulse correction circuit is installed in the preprocessing device to set a time limit for the abnormal long speed signal when there is a shortage of downstream vehicle presence pulses, and to correct abnormal short speed signals due to lack of vehicle presence pulses or noise, etc. By providing a speed signal erasing function, it is possible to prevent abnormal speed signals from being sent to the central device and to measure traffic flow with high precision.

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

第1図は従来の交通流計測装置のブロツク図、
第2図A〜Fは同装置のタイミングチヤート、第
3図は本発明の一実施例における交通流計測装置
のブロツク図、第4図は同装置の前処理装置のブ
ロツク図、第5図A〜Gは同装置のタイミングチ
ヤート、第6図A〜Cは同装置の車両存在パルス
発生の原理を説明するタイミングチヤートであ
る。 1a,1b……車両感知器、3……変調装置、
4……復調装置、5……中央装置、6……前処理
装置、7a,7b……パルス整形回路、8……速
度パルス設定回路、9……異常パルス補正回路。
Figure 1 is a block diagram of a conventional traffic flow measurement device.
2A to 2F are timing charts of the same device, FIG. 3 is a block diagram of a traffic flow measuring device according to an embodiment of the present invention, FIG. 4 is a block diagram of a preprocessing device of the same device, and FIG. 5A -G are timing charts of the same device, and FIGS. 6A to 6C are timing charts illustrating the principle of vehicle presence pulse generation of the same device. 1a, 1b...vehicle sensor, 3...modulation device,
4... Demodulator, 5... Central device, 6... Preprocessor, 7a, 7b... Pulse shaping circuit, 8... Speed pulse setting circuit, 9... Abnormal pulse correction circuit.

Claims (1)

【特許請求の範囲】 1 複数の車両感知器1a,1bと、複数のパル
ス整形回路7a,7bと、速度パルス設定回路8
と、異常パルス補正回路9と、中央装置5とを有
し、 上記複数の車両感知器1a,1bは道路の車両
進行方向の上流側および下流側に設置され、送信
した超音波の反射波により車両の存在を感知して
所定時間幅の存在パルスを発生するものであり、 上記複数のパルス整形回路7a,7bは上記複
数の車両感知器1a,1bからの存在パルスをそ
れぞれ所定時間保持するものであり、 上記速度パルス設定回路8は上流側の上記パル
ス整形回路7aの出力信号をセツト信号とし、 下流側の上記パルス整形回路7bの出力信号を
リセツト信号として速度パルスを発生するもので
あり、 上記異常パルス補正回路9は、異常長パルス補
正機能と、異常短パルス補正機能とを有し、 上記異常長パルス補正機能は上記速度パルスが
所定時間より長い場合は最長感知時間に補正され
るものであり、 上記異常短パルス補正機能は上記速度パルスが
所定時間より短い場合は、この速度パルスが消去
されるものであり、 上記中央装置5は上記異常パルス補正回路9の
出力信号を入力し、上記道路の交通状態を判別す
ることを特徴とする交通流計測装置。
[Claims] 1. A plurality of vehicle sensors 1a, 1b, a plurality of pulse shaping circuits 7a, 7b, and a speed pulse setting circuit 8.
, an abnormal pulse correction circuit 9, and a central device 5, the plurality of vehicle detectors 1a and 1b are installed on the upstream and downstream sides of the road in the vehicle traveling direction, and are configured to detect the reflected waves of the transmitted ultrasonic waves. It senses the presence of a vehicle and generates a presence pulse with a predetermined time width, and the plurality of pulse shaping circuits 7a and 7b each hold the presence pulse from the plurality of vehicle sensors 1a and 1b for a predetermined time. The speed pulse setting circuit 8 uses the output signal of the pulse shaping circuit 7a on the upstream side as a set signal and the output signal of the pulse shaping circuit 7b on the downstream side as a reset signal to generate a speed pulse, The abnormal pulse correction circuit 9 has an abnormal long pulse correction function and an abnormal short pulse correction function, and the abnormal long pulse correction function corrects the speed pulse to the longest sensing time when it is longer than a predetermined time. The abnormal short pulse correction function is such that if the speed pulse is shorter than a predetermined time, the speed pulse is erased, and the central device 5 inputs the output signal of the abnormal pulse correction circuit 9, A traffic flow measurement device characterized by determining the traffic condition of the road.
JP58008451A 1983-01-20 1983-01-20 Traffic measuring apparatus Granted JPS59133698A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58008451A JPS59133698A (en) 1983-01-20 1983-01-20 Traffic measuring apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58008451A JPS59133698A (en) 1983-01-20 1983-01-20 Traffic measuring apparatus

Publications (2)

Publication Number Publication Date
JPS59133698A JPS59133698A (en) 1984-08-01
JPH0317159B2 true JPH0317159B2 (en) 1991-03-07

Family

ID=11693486

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58008451A Granted JPS59133698A (en) 1983-01-20 1983-01-20 Traffic measuring apparatus

Country Status (1)

Country Link
JP (1) JPS59133698A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4797760B2 (en) * 2006-04-11 2011-10-19 住友電気工業株式会社 Traffic quantity detection method and traffic quantity detection device

Also Published As

Publication number Publication date
JPS59133698A (en) 1984-08-01

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