JPH06180234A - Navigation apparatus for vehicle mounting - Google Patents

Navigation apparatus for vehicle mounting

Info

Publication number
JPH06180234A
JPH06180234A JP33152192A JP33152192A JPH06180234A JP H06180234 A JPH06180234 A JP H06180234A JP 33152192 A JP33152192 A JP 33152192A JP 33152192 A JP33152192 A JP 33152192A JP H06180234 A JPH06180234 A JP H06180234A
Authority
JP
Japan
Prior art keywords
gps
corrected
vehicle
azimuth
correction
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
JP33152192A
Other languages
Japanese (ja)
Other versions
JP2924522B2 (en
Inventor
Yoichiro Suga
陽一郎 須賀
Tomoaki Abe
朋明 阿部
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 JP33152192A priority Critical patent/JP2924522B2/en
Publication of JPH06180234A publication Critical patent/JPH06180234A/en
Application granted granted Critical
Publication of JP2924522B2 publication Critical patent/JP2924522B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Instructional Devices (AREA)
  • Navigation (AREA)
  • Traffic Control Systems (AREA)
  • Position Fixing By Use Of Radio Waves (AREA)

Abstract

PURPOSE:To provide an excellent navigation apparatus, for vehicle mounting, wherein it is not required for the user of a vehicle to set the initial position and the initial direction of the vehicle and it is not required to reset them even after the vehicle has been run. CONSTITUTION:A position is corrected by a GPS at every arbitrary time or at every arbitrary distance, and the correction amount of an own running direction is computed by the difference between the direction of a straight line connecting an mth corrected position by the CPS to an nth corrected position by the GPS and the direction of a straight line connecting the mth corrected position by the GPS to the own running position corrected by the GPS by using the mth corrected position as a starting point. When the corrected positions by the mth and nth GPSs are a prescribed value or higher and the corrected position by the nth GPS and the own running position at the nth correction are a prescribed value or higher, the nth position is corrected and, at the same time, the running direction of a vehicle is corrected.

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、車両の位置や方位およ
びその周辺の地図情報などを表示する車載用ナビゲーシ
ョン装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vehicle-mounted navigation device for displaying the position and direction of a vehicle and map information around the vehicle.

【0002】[0002]

【従来の技術】従来この種の車載用ナビゲーション装置
は、図4に示すような構成が一般的であった。以下その
構成及び動作について説明する。図4において、地磁気
センサなどの角速度センサ101と距離センサ102とのデー
タを、入力インターフェース103よりCPU104へ入力し
車両位置・車両方位・走行軌跡を求め、通信インターフ
ェース105を経て得られたGPS受信機106の絶対位置情
報とCD−ROM107の地図データと比較することによ
り、推定車両位置を算出し画像処理プロセッサ108を経
てディスプレイ109に地図上の車両位置を表示すること
ができる。
2. Description of the Related Art Conventionally, a vehicle-mounted navigation device of this type generally has a structure as shown in FIG. The configuration and operation will be described below. In FIG. 4, the GPS receiver obtained through the communication interface 105 by inputting the data of the angular velocity sensor 101 such as a geomagnetic sensor and the distance sensor 102 to the CPU 104 from the input interface 103 to obtain the vehicle position, the vehicle direction and the traveling locus. By comparing the absolute position information of 106 with the map data of the CD-ROM 107, the estimated vehicle position can be calculated, and the vehicle position on the map can be displayed on the display 109 via the image processing processor 108.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記従
来の車載用ナビゲーション装置では、初期立ち上げ時に
車両の初期位置、初期方位の設定が必要であるが、例え
ば現在の地図上での車両位置および車両方位がわからな
い場合には、初期位置・方位設定が不可能であった。ま
た、地図に載っていない新しい道路を走行するなどし
て、長距離に渡り位置修正や方位修正する機会がなかっ
た場合、算出した車両位置、車両方位に誤差が累積し、
正確な車両位置、車両方位を見失うという問題があっ
た。
However, in the above-mentioned conventional vehicle-mounted navigation device, it is necessary to set the initial position and the initial direction of the vehicle at the time of initial startup. For example, the current vehicle position on the map and the vehicle. If the direction was unknown, it was impossible to set the initial position and direction. Also, if you do not have the opportunity to correct the position or direction over a long distance, such as traveling on a new road not on the map, errors will accumulate in the calculated vehicle position and vehicle direction,
There was a problem of losing the correct vehicle position and direction.

【0004】従来、これらの問題を解決するために、G
PSなど外部情報により現在位置を算出する装置を付加
し、車両位置を修正する方法があるが、GPSは位置情
報しか持たず車両方位を修正することはできない(GP
S方位情報も存在するが、一定速度以下では信頼性が低
い)という問題があった。また、GPSの位置情報はマ
ルチパス、衛星の組合せなどにより乱れることがあり有
効なGPS方位データだけを選択する必要があるという
問題があった。
Conventionally, in order to solve these problems, G
There is a method of correcting the vehicle position by adding a device for calculating the current position based on external information such as PS, but GPS has only position information and cannot correct the vehicle direction (GP.
S direction information also exists, but the reliability is low at a certain speed or less). Further, there is a problem that GPS position information may be disturbed due to multipath, a combination of satellites, etc., and it is necessary to select only effective GPS azimuth data.

【0005】本発明はこのような従来の問題を解決する
ものであり、車両の使用者が車両の初期位置、初期方向
を設定する必要がなく、走行後も、正確な車両位置、車
両方位を見失うことのなく再設定できる優れた車載用ナ
ビゲーション装置を提供することを目的とするものであ
る。
The present invention solves such a conventional problem, and the user of the vehicle does not need to set the initial position and the initial direction of the vehicle. It is an object of the present invention to provide an excellent vehicle-mounted navigation device that can be reset without losing sight.

【0006】[0006]

【課題を解決するための手段】本発明は上記目的を達成
するために、GPSと速度センサ・方位センサを用い
て、任意の時刻毎あるいは任意の距離毎にGPSにより
位置修正を行い、m回目のGPSによる修正位置とn回
目のGPSによる修正位置とを結ぶ直線の方位と、m回
目のGPSによる修正位置とm回目の修正位置を起点と
した自立走行のn回目のGPS修正時の位置を結ぶ直線
の方位の差より自立走行方位の修正量を算出し、m回目
とn回目のGPSによる修正位置が規定値以上かつn回
目のGPSによる修正位置とn回目の修正時の自立走行
位置が規定値以上なら、n回目の位置修正と同時に車両
の走行方位を修正するようにしたものである。
In order to achieve the above object, the present invention uses GPS and a velocity sensor / azimuth sensor to perform position correction by GPS every arbitrary time or every arbitrary distance. The azimuth of a straight line connecting the GPS corrected position and the n-th GPS corrected position, and the m-th GPS corrected position and the position at the n-th GPS correction of self-sustained travel starting from the m-th corrected position. The correction amount of the self-supporting traveling azimuth is calculated from the difference between the azimuths of the connecting straight lines, and the correction position by the m-th and n-th GPS is equal to or more than the specified value, If it is equal to or more than the specified value, the traveling direction of the vehicle is corrected at the same time as the n-th position correction.

【0007】また、そのときの方位修正量はGPS方位
と自立方位に重み付けを行うことにより算出し、繰り返
し処理を行うことにより次第に収束させるようにする。
Further, the azimuth correction amount at that time is calculated by weighting the GPS azimuth and the self-standing azimuth, and is gradually converged by repeating the processing.

【0008】[0008]

【作用】従って本発明によれば、GPSにより初期の位
置設定および方位設定が不要になり、走行中に長距離に
渡って位置修正、方位修正する機会がなかった場合で
も、GPSにより車両位置だけでなく車両方位も修正す
ることができるという作用を有する。
Therefore, according to the present invention, the initial position setting and heading setting by GPS are unnecessary, and even if there is no opportunity to correct the position or heading over a long distance while traveling, only the vehicle position can be set by GPS. In addition, the vehicle direction can be corrected.

【0009】[0009]

【実施例】以下、本発明の一実施例について図1〜図3
を参照しながら詳細に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of the present invention will be described below with reference to FIGS.
Will be described in detail with reference to.

【0010】図1は本実施例のブロック構成図、図2は
フローチャートの一例、図3は方位算出手段の説明図の
一例を示している。
FIG. 1 shows a block diagram of the present embodiment, FIG. 2 shows an example of a flow chart, and FIG. 3 shows an example of an explanatory view of an azimuth calculating means.

【0011】図1において、1はGPS受信機、2はG
PS位置算出手段であり、GPS受信機1から送られる
データを解析してGPSの受信位置を算出する。3は前
回修正時のGPS位置を保持するGPS位置保持手段で
あり、4は今回GPS位置と前回修正時のGPS位置か
らGPSの受信位置間の絶対方位を算出するGPS位置
間絶対方位算出手段である。5は速度センサであり、速
度検出手段6において速度センサ5のデータにより車両
速度を検出する。7は速度センサ5のデータにより車両
の移動距離を算出する移動距離算出手段である。8は角
速度センサであり、この角速度センサ8のデータにより
自立方位変化検出手段9によってGPSの受信位置間の
絶対方位を算出する。10は自立位置算出手段であり、
移動距離算出手段7と自立方位変化検出手段9の出力よ
り今回自立位置を算出する。11は前回自立位置を保持
した自立位置保持手段であり、12は前回と今回の自立
位置間の絶対方位を算出する自立位置間絶対方位算出手
段である。13は方位差算出手段であり、GPS位置間
絶対方位算出手段4と自立位置間絶対方位算出手段12
から方位修正量を求める。14は自立走行方位を算出す
る自立走行方位算出手段であり、15は走行方位修正手
段であり、自立走行方位算出手段14により自立走行方
位を修正する。
In FIG. 1, 1 is a GPS receiver, 2 is G
The PS position calculating means analyzes the data sent from the GPS receiver 1 to calculate the GPS receiving position. 3 is a GPS position holding means for holding the GPS position at the time of the previous correction, and 4 is a GPS position absolute direction calculation means for calculating the absolute direction between the GPS position at this time and the GPS position at the time of the previous correction. is there. Reference numeral 5 is a speed sensor, and the speed detecting means 6 detects the vehicle speed from the data of the speed sensor 5. Reference numeral 7 is a moving distance calculating means for calculating the moving distance of the vehicle from the data of the speed sensor 5. Reference numeral 8 denotes an angular velocity sensor. Based on the data of the angular velocity sensor 8, the self-standing azimuth change detecting means 9 calculates the absolute azimuth between the GPS reception positions. 10 is an independent position calculation means,
The current self-sustained position is calculated from the outputs of the moving distance calculation means 7 and the self-sustained azimuth change detection means 9. Reference numeral 11 is a self-standing position holding means that holds the self-standing position last time, and reference numeral 12 is a self-standing position absolute azimuth calculating means that calculates the absolute azimuth between the previous and current self-standing positions. Numeral 13 is an azimuth difference calculating means, which is an absolute azimuth calculating means 4 between GPS positions and an absolute azimuth calculating means 12 between self-standing positions.
Calculate the azimuth correction amount from. Reference numeral 14 is an independent running azimuth calculating means for calculating an independent running azimuth, and 15 is a running azimuth correcting means, and the independent running azimuth calculating means 14 corrects the independent running azimuth.

【0012】次に、上記実施例の動作について説明す
る。図1において、GPS位置算出手段2により、GP
S受信機1から送られるデータを解析してGPSの受信
位置を算出し、今回算出したGPS位置とGPS位置保
持手段3より得られる前回修正時のGPS位置から、G
PS位置間絶対方位算出手段4によってGPSの受信位
置間の絶対方位を算出する。
Next, the operation of the above embodiment will be described. In FIG. 1, the GPS position calculation means 2 causes the GP
The data sent from the S receiver 1 is analyzed to calculate the GPS reception position, and G is calculated from the GPS position calculated this time and the GPS position at the time of the previous correction obtained from the GPS position holding means 3.
The absolute azimuth between PS positions calculates the absolute azimuth between the GPS reception positions.

【0013】一方、速度センサ5のデータより速度検出
手段6によって車両速度を検出し、移動距離算出手段7
により速度センサ5による移動距離を算出する。また、
角速度センサ8のデータより自立方位変化検出手段9に
よって方位変化量を検出する。求められた移動距離、方
位変化量から自立位置算出手段10により今回自立位置
を算出し、自立位置保持手段11により保持している前
回自立位置と今回自立位置から自立位置間絶対方位算出
手段12により前回と今回の自立位置間の絶対方位を算
出する。
On the other hand, the vehicle speed is detected by the speed detecting means 6 from the data of the speed sensor 5, and the moving distance calculating means 7 is used.
The moving distance by the speed sensor 5 is calculated by. Also,
Based on the data of the angular velocity sensor 8, the self-standing azimuth change detecting means 9 detects the amount of azimuth change. The self-sustained position calculation means 10 calculates the self-sustained position this time from the obtained movement distance and azimuth change amount, and the self-sustained position holding means 11 calculates the absolute azimuth calculation means 12 between the self-sustained position last time and the self-sustained position this time. Calculate the absolute azimuth between the previous and current independence positions.

【0014】さらに、GPS位置間絶対方位算出手段4
によって求められたGPSの受信位置間の絶対方位と、
自立位置間絶対方位算出手段12により前回と今回の自
立位置間の絶対方位とから方位差算出手段13により方
位修正量を求め、自立走行方位算出手段14により自立
走行方位を算出する。
Further, the absolute azimuth calculation means 4 between GPS positions
The absolute azimuth between the GPS reception positions obtained by
The absolute azimuth calculation means 12 between the self-standing positions calculates the azimuth correction amount by the azimuth difference calculation means 13 from the absolute azimuths between the previous and present self-standing positions, and the independent running azimuth calculation means 14 calculates the independent running azimuth.

【0015】ここで、移動距離検出手段7により求めら
れた移動距離が一定値以上ならGPSによる修正方位が
有効であるとして、走行方位修正手段15により自立走
行方位を修正する。
Here, if the moving distance obtained by the moving distance detecting means 7 is equal to or greater than a certain value, it is determined that the corrected azimuth by GPS is effective, and the traveling azimuth correcting means 15 corrects the self-supporting traveling azimuth.

【0016】図2は自立走行方位を修正する制御フロー
を示すフローチャートである。任意の時刻毎あるいは任
意の距離毎にGPSにより位置修正を行い、ステップ2
1においてm回目の位置修正が起きた否かを判定し、さ
らにステップ22においてn回目の位置修正が起きた否
かを判定する。次に、ステップ24において、m回目と
n回目のGPSによる修正位置が規定値以上の距離だけ
離れているか否かを判定し、規定の距離以上離れていな
い場合はさらにGPSによる位置修正を続行し、規定の
距離以上離れている場合には、ステップ26に進み、n
回目のGPSによる修正位置とn回目の修正時の自立走
行位置が規定値以上離れているか否かを判断し、規定の
距離以上離れている場合には、n回目の位置修正と同時
に車両の走行方位を修正し、規定の距離以上離れていな
い場合は車両の走行方位を修正は行わずにステップ22
に戻る。
FIG. 2 is a flowchart showing a control flow for correcting the self-supporting traveling direction. The position is corrected by GPS at every arbitrary time or every arbitrary distance, and step 2
In step 1, it is determined whether the m-th position correction has occurred, and in step 22, it is determined whether the n-th position correction has occurred. Next, in step 24, it is determined whether the m-th and n-th GPS corrected positions are apart by a distance equal to or more than a specified value, and if they are not separated by a specified distance or more, the GPS position correction is further continued. , If the distance is more than the specified distance, proceed to step 26, n
It is determined whether or not the position corrected by the GPS for the first time and the autonomous traveling position at the time of the n-th correction are separated by a specified value or more. If the azimuth is corrected and the distance is not more than the specified distance, the traveling azimuth of the vehicle is not corrected and step 22
Return to.

【0017】次に、図3に示すバクトル図の参照して修
正後の自立走行方位を求め方について説明する。
Next, referring to the vector diagram shown in FIG. 3, a method for obtaining the corrected self-supporting traveling azimuth will be described.

【0018】前回のGPSによる修正位置(自立走行の
起点)を A(Xm,Ym)、今回のGPSによる修正位
置を B(XGPSn,YGPSn)、今回修正時の自立走行位
置をC(Xn,Yn)、ふたつのGPS修正位置間を結ぶ
直線の絶対方位を θAB、前回のGPS修正位置と今回
修正時の自立位置間を結ぶ直線の絶対方位を θAC、今
回修正時の修正前の自立走行方位を θn(old)、修正後
の自立走行方位を θn( new) とすると、θAB、θACは以
下の式で表される。
The previous GPS corrected position (starting point of self-sustained running) is A (X m , Y m ), the current GPS corrected position is B (X GPSn , Y GPSn ), and the self-sustained running position at this time is C (X n , Y n ), the absolute azimuth of the straight line connecting the two GPS correction positions is θ AB , the absolute azimuth of the straight line connecting the previous GPS correction position and the self-supporting position at this time correction is θ AC , this correction time Let θ n (old) be the self-sustained azimuth before correction and θ n ( new) be the self-sustained azimuth after correction, then θ AB and θ AC are expressed by the following equations.

【0019】 θAB=tan-1{(YGPSn−Ym)/(XGPSn−Xm)} θAC=tan-1{(Yn −Ym)/(Xn −Xm)} ここで、m,n(n>m)は任意の整数。Θ AB = tan−1 {(Y GPSn −Y m ) / (X GPSn −X m )} θ AC = tan−1 {(Y n −Y m ) / (X n −X m )} where And m and n (n> m) are arbitrary integers.

【0020】θAB と θAC から算出される方位修正量
dθ は dθ = {β/(α+β)} × (θAB−θAC) で表され、したがって θn(new) は以下の式で表され
る。
Azimuth correction amount calculated from θ AB and θ AC
d [theta] is expressed by dθ = {β / (α + β)} × (θ AB -θ AC), thus θ n (new) is represented by the following equation.

【0021】θn(new) = θn(old) + dθ ここで、ふたつのGPS地点AB間の距離の下限値を
AC_min、今回修正時のBC間の距離の下限値を L
BC_min とすると、ふたつのGPS地点AB間の距離 L
AC が以下の式を満たし、 LAC > LAC_min かつ、今回修正時のBC間の距離 LBC が以下の式、 LBC > LBC_min を満たすときGPSによる修正方位は有効であるとし自
立走行方位を修正して、車両の走行方位を修正する。
Θ n (new) = θ n (old) + dθ Here, the lower limit value of the distance between the two GPS points AB is
L AC_min , the lower limit of the distance between BCs at the time of this correction is L
If BC_min , the distance L between the two GPS points AB
When AC satisfies the following formula, L AC > L AC_min and the distance between BCs at the time of this correction L BC satisfies the following formula, L BC > L BC_min When the corrected azimuth by GPS is effective To correct the traveling direction of the vehicle.

【0022】このように、上記実施例によれば、任意の
時刻毎あるいは任意の距離毎にGPSにより位置修正を
行い、m回目のGPSによる修正位置とn回目のGPS
による修正位置とを結ぶ直線の方位と、m回目のGPS
による修正位置とm回目の修正位置を起点とした自立走
行のn回目のGPS修正時の位置を結ぶ直線の方位の差
より自立走行方位の修正量を算出し、m回目とn回目の
GPSによる修正位置が規定値以上かつn回目のGPS
による修正位置とn回目の修正時の自立走行位置が規定
値以上なら、n回目の位置修正と同時に車両の走行方位
を修正することができる。
As described above, according to the above-described embodiment, the position is corrected by the GPS every arbitrary time or every arbitrary distance, and the position corrected by the m-th GPS and the n-th GPS are corrected.
Azimuth of the straight line connecting the corrected position by the
The correction amount of the self-supporting traveling azimuth is calculated from the difference between the azimuth of the straight line connecting the position corrected by the GPS correction position and the position of the n-th GPS correction of the self-sustaining travel starting from the correction position by the m-th and n-th GPS. Corrected position is greater than the specified value and nth GPS
If the corrected position by and the autonomous traveling position at the time of the n-th correction are equal to or greater than the specified value, the traveling azimuth of the vehicle can be corrected simultaneously with the n-th position correction.

【0023】なお、方位修正量はGPS方位と自立方位
に重み付けを行うことにより算出するようにして、繰り
返し処理を行うことにより次第に収束させるようにする
ことができる。
The azimuth correction amount can be calculated by weighting the GPS azimuth and the self-standing azimuth, and can be gradually converged by repeating the process.

【0024】[0024]

【発明の効果】本発明は上記実施例より明らかなよう
に、GPSによって車両位置および車両方位を自動的に
求めることができるので、車載用ナビゲーション装置に
おいて運転者が車両の初期位置、初期方位を入力する必
要がなくなり、走行後も現在位置、現在方位を修正する
必要がなくなるという効果を有する。
As is apparent from the above embodiment, the present invention can automatically determine the vehicle position and the vehicle direction by GPS, so that the driver can determine the initial position and the initial direction of the vehicle in the vehicle-mounted navigation device. This has the effect of eliminating the need for inputting and correcting the current position and current azimuth even after traveling.

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

【図1】本発明の一実施例における車載用ナビゲーショ
ン装置のブロック構成図
FIG. 1 is a block configuration diagram of a vehicle-mounted navigation device according to an embodiment of the present invention.

【図2】同装置の自立走行方位を修正する制御フローを
示すフローチャート
FIG. 2 is a flowchart showing a control flow for correcting the self-sustained travel direction of the device.

【図3】同装置の方位算出手段の算出方を示す説明図FIG. 3 is an explanatory view showing a method of calculating an azimuth calculation means of the same device.

【図4】従来の車載用ナビゲーション装置のブロック構
成図
FIG. 4 is a block configuration diagram of a conventional vehicle-mounted navigation device.

【符号の説明】[Explanation of symbols]

1 GPS受信機 2 GPS位置算出手段 3 GPS位置保持手段 4 GPS位置間絶対方位算出手段 5 速度センサ 6 速度検出手段 7 移動距離算出手段 8 角速度センサ 9 自立方位変化検出手段 10 自立位置算出手段 11 自立位置保持手段 12 自立位置間絶対方位算出手段 13 方位差算出手段 14 自立走行方位算出手段 15 走行方位修正手段 DESCRIPTION OF SYMBOLS 1 GPS receiver 2 GPS position calculation means 3 GPS position holding means 4 GPS position absolute azimuth calculation means 5 Speed sensor 6 Speed detection means 7 Moving distance calculation means 8 Angular velocity sensor 9 Independent azimuth change detection means 10 Independent position calculation means 11 Independence Position holding means 12 Absolute azimuth calculation means between self-standing positions 13 Azimuth difference calculation means 14 Independent running azimuth calculation means 15 Running azimuth correction means

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 任意の距離毎あるいは任意の時間毎のG
PS位置修正を行い、m回目のGPSによる修正位置と
n回目のGPSによる修正位置間を結ぶ直線の傾きと、
m回目の修正時とn回目の修正時の自立走行位置間を結
ぶ直線の傾きとの差分により車両方位を算出し車両走行
方位を修正する手段を具備した車載用ナビゲーション装
置。
1. G at every arbitrary distance or every arbitrary time
PS position correction is performed, and an inclination of a straight line connecting the m-th GPS corrected position and the n-th GPS corrected position,
An in-vehicle navigation device comprising means for calculating a vehicle azimuth and correcting the vehicle azimuth based on the difference between the inclination of a straight line connecting the self-sustained travel positions at the m-th correction and the n-th correction.
【請求項2】 GPSによる修正車両方位の有効性判断
を、m回目とn回目のGPSによる修正位置間の距離が
規定下限値以上の場合に走行方位修正することを特徴と
する請求項1記載の車載用ナビゲーション装置。
2. The validity of the corrected vehicle azimuth determined by GPS is corrected by correcting the traveling azimuth when the distance between the mth and nth GPS corrected positions is equal to or more than a specified lower limit value. In-vehicle navigation device.
【請求項3】 GPSによる修正車両方位の有効性判断
を、n回目のGPSによる修正位置とn回目の修正時の
自立走行位置間の距離が規定下限値以上の場合に走行方
位修正することを特徴とする請求項1記載の車載用ナビ
ゲーション装置。
3. The validity of the corrected vehicle azimuth determined by GPS is corrected by correcting the traveling azimuth when the distance between the n-th GPS corrected position and the n-th self-supporting traveling position at the time of correction is not less than a specified lower limit value. The vehicle-mounted navigation device according to claim 1.
【請求項4】 GPSによる車両方位修正手段を、複数
回に渡り重み付けをして繰り返し行い、次第に収束させ
ることを特徴とする請求項1記載の車載用ナビゲーショ
ン装置。
4. The vehicle-mounted navigation device according to claim 1, wherein the vehicle azimuth correcting means by GPS is repeatedly weighted a plurality of times and is gradually converged.
JP33152192A 1992-12-11 1992-12-11 Car navigation system Expired - Fee Related JP2924522B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33152192A JP2924522B2 (en) 1992-12-11 1992-12-11 Car navigation system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33152192A JP2924522B2 (en) 1992-12-11 1992-12-11 Car navigation system

Publications (2)

Publication Number Publication Date
JPH06180234A true JPH06180234A (en) 1994-06-28
JP2924522B2 JP2924522B2 (en) 1999-07-26

Family

ID=18244584

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33152192A Expired - Fee Related JP2924522B2 (en) 1992-12-11 1992-12-11 Car navigation system

Country Status (1)

Country Link
JP (1) JP2924522B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001033170A1 (en) * 1999-10-29 2001-05-10 Nippon Seiki Co., Ltd Vehicle navigation device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6591186B1 (en) 1999-08-29 2003-07-08 Nippon Seiki Co., Ltd. Vehicle navigation device
WO2001033170A1 (en) * 1999-10-29 2001-05-10 Nippon Seiki Co., Ltd Vehicle navigation device

Also Published As

Publication number Publication date
JP2924522B2 (en) 1999-07-26

Similar Documents

Publication Publication Date Title
EP2957928B1 (en) Method for using partially occluded images for navigation and positioning
JP2891403B2 (en) Vehicle navigation system
JPS60135817A (en) Running guide apparatus of car
JP5597080B2 (en) Computer program, map display device, and method for map data to be processed by map display device
JP3514786B2 (en) Moving object positioning device and car navigation device
JP2001050743A (en) Road grade computing apparatus
JP3170983B2 (en) Angular velocity sensor output correction device
JPH08334338A (en) Gps navigation apparatus
JPH06180234A (en) Navigation apparatus for vehicle mounting
JP3140130B2 (en) Navigation device
JPH06289778A (en) Vehicular position detector
JP2618051B2 (en) Navigation system for moving objects
JPH07248230A (en) Navigation apparatus
JPH07146351A (en) Position detector
JP6413816B2 (en) Random driving judgment device
JP2590608B2 (en) Vehicle running direction calculation device
JP3550809B2 (en) Vehicle navigation system
JP3439880B2 (en) Navigation method and device
JPS6366414A (en) Vehicle path guide apparatus
JP2744664B2 (en) Vehicle navigation system
JPH0755490A (en) Apparatus for determining direction of travel
JP3599421B2 (en) Current position calculation device
JPH10141966A (en) Navigation apparatus
JP2838186B2 (en) Navigation device
JPH08334341A (en) Onboard navigation apparatus

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees