JP2002366027A - Method for setting longitude scale for map of different longitude interval and method for specifying known longitude/latitude coordinate on map and device using the same - Google Patents

Method for setting longitude scale for map of different longitude interval and method for specifying known longitude/latitude coordinate on map and device using the same

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Publication number
JP2002366027A
JP2002366027A JP2001208571A JP2001208571A JP2002366027A JP 2002366027 A JP2002366027 A JP 2002366027A JP 2001208571 A JP2001208571 A JP 2001208571A JP 2001208571 A JP2001208571 A JP 2001208571A JP 2002366027 A JP2002366027 A JP 2002366027A
Authority
JP
Japan
Prior art keywords
longitude
latitude
map
scale
ruler
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
JP2001208571A
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Japanese (ja)
Inventor
Katsushi Chie
勝志 千枝
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.)
SOKKEN KK
Original Assignee
SOKKEN KK
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Filing date
Publication date
Application filed by SOKKEN KK filed Critical SOKKEN KK
Priority to JP2001208571A priority Critical patent/JP2002366027A/en
Publication of JP2002366027A publication Critical patent/JP2002366027A/en
Pending legal-status Critical Current

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  • Instructional Devices (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a method and a device in which the difference of the interval of longitude due to the difference of latitude can be adjusted and a detailed value of latitude and longitude can be read on a map and GPS digital data can be specified on a map with a single ruler. SOLUTION: A transparent plate is put a scale mark in the horizontal direction equally divided making the whole length the same as the longest rough longitude interval, and each end of the mark is defined as a base point A and an end point C of a longitude ruler. Meanwhile, the base point A of a latitude ruler with a scale mark in the vertical direction equally dividing the rough latitude interval is placed on the base point A of the longitude scale on a rough longitude line of a map. By rotating the longitude ruler around the base point A and fixing it in the position where the end point C coincides with the rough longitude line of the map, the longitude and latitude of the map area can be read in detail.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業状の利用分野】本発明は、地図上から正確な緯
度、経度情報を読み取り、又、GPSによる緯度・経度
デジタル位置データを、地図上に正確に特定し、遭難防
止や救助活動、環境調査などの屋外活動をサポートする
分野に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention reads accurate latitude / longitude information from a map, and accurately specifies digital latitude / longitude position data by GPS on a map to prevent distress, rescue activities, and environment. It relates to fields that support outdoor activities such as surveys.

【0002】[0002]

【従来の技術】海図や小縮尺の地図には粗経緯度線が記
載されているが、粗経緯度間隔が広すぎて、詳細な経緯
度を求めるには外郭線の経緯度目盛りから割り出すか、
比例計算で算出する方法しかなかった。
2. Description of the Related Art Coordinate and latitude lines are described on charts and small-scale maps, but the coarse and longitude intervals are too wide. ,
There was only a method of calculating by proportional calculation.

【0003】[0003]

【発明が解決しようとしている課題】そこで、本発明者
は先に、地図粗経緯度線から詳細な経緯度が読み取れる
定規を考案し、実用新案登録第3055465提案し
た。しかし海図のように、広い範囲が入る大きな地図
で、広い範囲を航行する海上では、緯度の違いによる粗
経度間隔の差が大きすぎて、複数の読み取り定規が必要
となった。例えば、1/20万海図には20分間隔の粗
経度線が記載されている。北緯0度で粗経度間隔は18
5.5mmに対し、北緯40度での粗経度間隔は14
2.3mmとなり、43.2mmの差、距離に換算して
約8640mの差となるため、誤差が大きすぎ、正確に
読む取るには複数の読み取り定規が必要となる。因みに
粗緯度間隔は、北緯0度で184.3mmに対し北緯4
0度では185.0mmで0.7mmの差となり、ほと
んど差がない。つまり、ここで注目すべき点は緯度変化
に伴って、経度間隔は大きく変化するが、緯度間隔は変
化しない事である。
The inventor of the present invention has devised a ruler capable of reading detailed longitude and latitude from a map coarse longitude and latitude line, and has proposed utility model registration No. 3055465. However, on a large map that covers a wide area, such as a marine chart, the difference between the coarse and long intervals due to the difference in latitude is too large on the sea that travels over a wide area, requiring a plurality of reading rulers. For example, the 1/2000 nautical chart describes coarse longitude lines at intervals of 20 minutes. Coordinate longitude interval of 18 at latitude 0 degrees north
For 5.5 mm, the coarse longitude interval at 40 degrees north latitude is 14
2.3 mm, a difference of 43.2 mm, and a difference of about 8640 m in terms of distance. Therefore, the error is too large, and a plurality of reading rulers are required for accurate reading. Incidentally, the coarse latitude interval is 184.3mm at 0 ° N and 4N at north latitude.
At 0 degree, there is a difference of 0.7 mm at 185.0 mm, and there is almost no difference. That is, the point to be noted here is that the longitude interval greatly changes with the latitude change, but the latitude interval does not change.

【0004】[0004]

【本発明解決するための手段】上記を解決するための手
段を図3、図4で説明する。二等辺三角形ACC′に於
いて、ACの中間点MとAC′の中間点M′の関係はA
C:AM=AC′:AM′の比例式が成立する。そこ
で、図4に於いて、ACを最長粗経度間隔にし、この間
を等分割した経度目盛りにとり、Aから下した垂線Xと
C′までの間隔Lを地図地域の粗経度間隔に取ること
で、その地図区域の詳細経度読み取り定規となる。この
定規を使って地図上の任意点Pの詳細経度値を読み取る
場合を図5で説明する。まず、定規基点Aを地図上のP
点に重ね合わせ、定規を地図に平行に保つ、この時、地
図粗経度線と経度目盛りとの交点Qが詳細な経度値とな
るので、Aから交点Qまでの目盛りを数え、粗経度値
に、読み取った数値を加えることで、詳細な経度値をと
なる。
Means for solving the above problem will be described with reference to FIGS. In an isosceles triangle ACC ', the relationship between the midpoint M of AC and the midpoint M' of AC 'is A
The proportional expression of C: AM = AC ': AM' holds. Therefore, in FIG. 4, AC is set to the longest coarse longitude interval, this interval is set on a longitude scale that is equally divided, and the interval L between the perpendicular X and C ′ descending from A is set as the coarse longitude interval of the map area. It becomes a detailed longitude reading ruler for the map area. The case of reading the detailed longitude value of an arbitrary point P on the map using this ruler will be described with reference to FIG. First, the ruler base point A is set to P on the map.
Overlap the point and keep the ruler parallel to the map. At this time, the intersection Q between the map coarse longitude line and the longitude scale is a detailed longitude value, so count the scale from A to the intersection Q and calculate the coarse longitude value. By adding the read numerical value, a detailed longitude value is obtained.

【0005】更に、GPSからのデジタル経度位置情報
を地図上に求める場合は、GPSからの詳細な経度位置
情報を、経度目盛りに印しを付け、地図上の粗経度線に
その印しを合わせた時、定規基点A点が求める経度位置
となり、簡単に特定出来る。
Further, when digital longitude position information from the GPS is obtained on a map, the detailed longitude position information from the GPS is marked on a longitude scale, and the mark is aligned with the coarse longitude line on the map. Then, the ruler base point A becomes the desired longitude position and can be easily specified.

【発明の形態】DETAILED DESCRIPTION OF THE INVENTION

【0006】本発明の経度読み取りを地図に当てはめ、
その形態を以下の地図で具体的に説明する。図1に於い
て、透明プレートに直交する2本の線を入れ、交点Aか
ら縦下方向X軸に地図縮尺に合った、粗緯度間隔と同じ
幅で、ABを等分割にした緯度目盛りとする。横線Y軸
に地図粗経度間隔の最大幅と同じ幅で、ACを等分割に
した経度目盛りにする。次に、Aを中心に経度目盛りを
θ回動し、その時C点からX軸までの間隔Lがその地図
地域の粗経度間隔と同じ幅になる位置で固定すると、そ
の地図地域対応の経度目盛りになる。
Applying the longitude reading of the present invention to a map,
The form will be described specifically with the following map. In FIG. 1, two lines perpendicular to the transparent plate are inserted, and a latitude scale that is equal to the coarse latitude interval and is equally divided into AB, which corresponds to the map scale from the intersection A to the vertical X-axis, and I do. On the horizontal line Y axis, AC is equally divided into longitude scales having the same width as the map coarse longitude interval. Next, when the longitude scale is rotated by θ around A, and the distance L from the point C to the X axis is fixed at the same width as the coarse longitude interval of the map area, the longitude scale corresponding to the map area is obtained. become.

【0007】この定規を使って、地図上の任意の点、P
の詳細な経度値を読み取る場合を図5で説明する。地図
上のP点に定規Aを重ね合わせ、地図と平行に保つ、こ
の時地図若粗経度線と経度目盛りとの交点Qが、詳細な
経度値となるので、AからQまでの目盛り42秒を数
え、粗経度値140度15分に加えることで、140度
15分42秒の詳細な経度値を読み取ることができる。
Using this ruler, any point on the map, P
FIG. 5 illustrates a case where the detailed longitude value is read. Ruler A is superimposed on point P on the map and kept parallel to the map. At this time, the intersection Q between the map coarse longitude line and the longitude scale becomes a detailed longitude value, so the scale from A to Q is 42 seconds. Is counted, and added to the coarse longitude value of 140 degrees 15 minutes, a detailed longitude value of 140 degrees 15 minutes 42 seconds can be read.

【0008】詳細緯度値の読み取りは、地図若粗緯度線
36度20分とAから定規緯度目盛りの交点27秒を読
み取り、加える事で、36度20分27秒の詳細な緯度
値を読み取ることが出来る。
[0008] To read the detailed latitude value, the intersection of the ruler latitude scale 27 seconds is read from the map coarse latitude line 36 degrees 20 minutes and A, and by adding, the detailed latitude value of 36 degrees 20 minutes 27 seconds is read. Can be done.

【0009】1枚の定規で処理する場合を図5で説明す
る。請求項5の定規のように、緯度変化に伴う粗経度間
隔Lを予め算出し、Aを中心に半径ACで円を描き、こ
の円と緯度変化に伴った粗経度幅Lとの交点を緯度単に
点をとり、Aから放射状に線を結び、各線に等間隔に分
割した目盛りを付ける。そして、地図から経緯度を読み
取る場合やGPSデジタル位置情報を地図特定する場合
は地図の緯度と同じ経度目盛りと地図粗経度線の交点を
読み取る。
The case of processing with one ruler will be described with reference to FIG. As in the ruler according to claim 5, a coarse / longitudinal interval L associated with a change in latitude is calculated in advance, a circle is drawn with a radius AC around A, and an intersection between the circle and the coarse / longitude width L associated with the change in latitude is defined as a latitude. Simply take a point, connect lines radially from A, and mark each line with equally spaced graduations. When the longitude and latitude are read from the map or when the GPS digital position information is specified on the map, the intersection of the longitude scale and the map coarse longitude line, which is the same as the latitude of the map, is read.

【0010】請求項3の緯度目盛りと経度目盛りを、分
けた定規で使う場合は基点Aで回動するようにし、地図
緯度中間位の位置の粗緯度線に緯度定規を合わせ、仮固
定する。そして経度定規を回動し、C点が地図粗経度線
に一致した箇所で2枚の定規を固定することで、地図地
域に合った経緯度定規となる。
When the latitude scale and the longitude scale of claim 3 are used with separate rulers, the scale is rotated at the base point A, and the latitude ruler is aligned with the coarse latitude line at the middle position of the map latitude and temporarily fixed. Then, by rotating the longitude ruler and fixing the two rulers at the position where the point C matches the map coarse longitude line, a longitude / latitude ruler suitable for the map area is obtained.

【0011】2枚の定規を固定するには、経度定規に弱
粘着剤を塗布したものや、ネジで固定する装置、又緯度
定規と透明シートで経緯度定規をサンドし、微少の水や
油で固定する装置もある。
[0011] To fix the two rulers, a longitude ruler coated with a weak adhesive or a screw fixing device, or a latitude ruler and a translucent ruler sandwiched by a transparent sheet, and a small amount of water or oil There is also a device to fix by.

【0012】基点Aは定規に小さな穴を開けるか、緯度
定規縁に沿っ位置にすると、地図に位置を特定するとき
ペンで、地図に印しが付けられるので便利である。
If the base point A is formed by making a small hole in the ruler or positioned along the edge of the latitude ruler, it is convenient to mark the map with a pen when specifying the position on the map.

【本発明の効果】[Effects of the present invention]

【0013】本発明は以上のように、非常にシンプルな
方法で多大な効果をもたらす。航海用海図や環境調査地
図、気象調査地図などの広大な範囲を、1枚の地図に表
示している小縮尺の地図では、緯度差に伴う粗経度線間
隔が大きく違うため緯度値は読み取れても、経度値を読
み取ることが出来なかった。これを1枚の定規で全ての
詳細な経緯度値が読み取れ、また、デジタル経緯度位置
情報を簡単に地図に特定できるので、地図の価値が更に
拡大する。
As described above, the present invention has a great effect in a very simple manner. On a small-scale map that displays vast areas such as nautical nautical charts, environmental survey maps, and weather survey maps on a single map, latitude values can be read because coarse-longitude line intervals due to latitude differences are significantly different. Also could not read the longitude value. All the detailed latitude and longitude values can be read with a single ruler, and the digital latitude and longitude position information can be easily specified on the map, thereby further increasing the value of the map.

【0014】読み取り方式は、基準点に交叉する粗経緯
度値を置き換えて、経度値は左方向へ、また、緯度値は
下方向へ、目盛りが数えられる、逆方向読み取り方式な
ので、読み取った値がそのままの詳細値となる。つま
り、足し算による間違いも防げる。
The reading method is a reverse reading method in which the scale is counted by replacing the coarse / latitude value intersecting the reference point with the longitude value to the left and the latitude value to the lower direction. Becomes the same detailed value. In other words, mistakes due to addition can be prevented.

【0015】GPSは平成12年5月より、高精度にな
り常時3m〜10mの位置情報が瞬時に得られる。また
携帯型GPSも低価格になり、普及しつつあり、アウト
ドア活動に欠かせないツールに成りつつある。ところが
デジタル情報につき、その位置を地図位置に反映出来な
かったものを、この定規を使うことで、簡単にその位置
が特定出来るので、遭難の防止や救助活動、環境調査な
どに大いに役立つものである。
[0015] Since May 2000, the GPS has become highly accurate, and the position information of 3m to 10m can always be obtained instantaneously. Also, portable GPS has become cheaper and more popular, and is becoming an indispensable tool for outdoor activities. However, with digital information, the location of which could not be reflected on the map location can be easily identified by using this ruler, which is very useful for distress prevention, rescue activities, environmental surveys, etc. .

【0016】地図縮尺と粗経緯度間隔が同じであれば、
全ての地図に対応できるほか、縮尺が違っていても、定
規の粗経度幅と地図の粗経緯度間隔が同じであれば、目
盛りの数値を読み替えて使え、1枚の定規で多くの地図
に対応出来るので経費削減に役立つ。
If the map scale and the coarse longitude / latitude interval are the same,
In addition to being able to handle all maps, even if the scale is different, if the coarse longitude width of the ruler and the coarse longitude / latitude interval of the map are the same, the scale values can be read and used, and one ruler can be used for many maps. It can help reduce costs.

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

【図1】本発明をの構造を示すFIG. 1 shows the structure of the present invention.

【図2】地図から詳細経緯度を読み取る方式を示す見取
り図
FIG. 2 is a sketch showing a method of reading detailed longitude and latitude from a map.

【図3】原理を示すFIG. 3 shows the principle

【図4】原理を示すFIG. 4 shows the principle

【図5】具体的な詳細経度読み取りを示す、見取り図FIG. 5 is a sketch drawing showing specific detailed longitude readings.

【図6】1枚のプレートで緯度経度を処理する定規FIG. 6 is a ruler for processing latitude and longitude on one plate.

【符号の説明】[Explanation of symbols]

1 定規 2 若粗緯度線 3 老粗緯度線 4 若粗経度線 5 老粗経度線 A 定規基点 B 定規粗緯度幅終点 C 定規粗経度幅終点 C′定規粗経度幅終点を回動したときの終点 M、M′定規の中間点 L 定規祖経度幅終点から定規粗緯度線までの間隔 P 地図上の任意点 Q 経度定規目盛りと粗経度線との交点 R 緯度定規目盛りと粗緯度線との交点 X 緯度線 Y 経度線 θ 粗経度線と経度定規との角度 1 Ruler 2 Young coarse latitude line 3 Old coarse latitude line 4 Young coarse longitude line 5 Old coarse longitude line A Ruler base point B Ruler coarse latitude width end point C Ruler coarse longitude width end point , M 'Intermediate point of ruler L Distance from end point of ruler ancestral width to ruler coarse latitude line P Any point on map Q Intersection of longitude ruler scale and coarse longitude line R Intersection of latitude ruler scale and coarse latitude line X Latitude line Y Longitude line θ Angle between coarse longitude line and longitude ruler

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】透明プレートの横方向に、最長粗経度間隔
と同じ幅を等分割に目盛り、経度定規とする。この目盛
り基点を、地図地域の老粗経度線に合わせた状態で、定
規目盛り終点を若粗経度線に一致させ、この時、定規と
粗経度線でなす角度を保って、その地図地域の経度専用
目盛りに設定する事を、特長とした経度目盛り設定方
法。
In the horizontal direction of a transparent plate, the same width as the longest coarse / longitudinal interval is graduated in equal divisions and used as a longitude ruler. With the scale base point aligned with the old coarse longitude line of the map area, the ruler scale end point is matched with the young coarse longitude line, and at this time, the angle made by the ruler and the coarse longitude line is maintained, and only the longitude of the map area is used. Longitude scale setting method characterized by setting the scale.
【請求項2】請求項1で、目盛りを設定した状態で、地
図上の任意点に、目盛り基点を重ね合わせ、定規を粗経
度線に平行にする。この状態で、基点から地図若粗経度
線と定規目盛りとの交点までの目盛りを、逆方向に数
え、交叉している粗経度値に加えて、地図上の任意点の
経度を読み取ることを特長とした、詳細経度読み取り方
法。
2. The method according to claim 1, wherein, with the scale set, a scale base point is superimposed on an arbitrary point on the map, and the ruler is made parallel to the coarse longitude line. In this state, the scale from the base point to the intersection of the map coarse longitude line and the ruler scale is counted in the opposite direction, and in addition to the intersecting coarse longitude values, the longitude of any point on the map is read. The detailed longitude reading method.
【請求項3】目盛り基点で回動する2枚の目盛り定規の
1方を、請求項1の経度定規とし、他方を目盛り基点よ
り下方向に、粗緯度間隔と同じ幅を、等分割にした緯度
定規にして、基点を中心に回動させ、目的位置で固定
し、緯度値、経度値を同時に読みとれる事を特長とした
経緯度定規。
3. One of the two scale rulers rotating at the scale base point is defined as the longitude rule of claim 1, and the other is equally divided into the same width as the coarse latitude interval below the scale base point. A longitude and latitude ruler that can be rotated around a base point, fixed at a target position, and read latitude and longitude values simultaneously.
【請求項4】既知詳細経緯度値を地図上に特定する場
合、請求項3の定規に、既知経度詳細値及び、緯度詳細
値をそれぞれ印しする。次に、この定規印しを地図粗経
度線に重ね合わせた時、定規基点で地図上の位置を特定
する、事を特長とした、既知経緯度値特定方法。
4. When the known detailed longitude / latitude value is specified on a map, a known longitude detailed value and a latitude detailed value are marked on the ruler of claim 3. Next, when the ruler mark is superimposed on the map coarse longitude line, the position on the map is specified by the ruler base point.
【請求項5】透明プレートに、基点で直交する2本の線
を描き、基点より横方向へ、最長粗経緯度間隔を取った
経度目盛りとする。たま、基点より下方向に粗緯度間隔
を取った緯度目盛りとする。次に、基点を中心に粗経度
目盛り幅を半径とした円を描く、そして、予め、緯度違
いに伴う、地域粗経度間隔を算出しておき、各地域毎の
粗経度幅を、定規緯度線から取り、円との交点を求め、
印しを付ける。これらの印しと、基点とを扇状に結び、
緯度値を表示すると共に、全ての線に、基点から数えた
経度詳細目盛りを付したことを特長とした経緯度定規。
5. Two lines perpendicular to the base point are drawn on the transparent plate, and a longitude scale is set in the lateral direction from the base point with a longest coarse / longitudinal interval. Occasionally, a latitude scale with coarse latitude intervals below the base point is used. Next, draw a circle centered on the base point with the coarse longitude scale width as the radius, and calculate in advance the regional coarse longitude intervals due to the difference in latitude, and calculate the coarse longitude width for each area using the ruler latitude line. To find the intersection with the circle,
Mark. Connect these marks and the base point in a fan shape,
A longitude / latitude ruler that displays latitude values and attaches a detailed scale of longitude counted from the base point to all lines.
JP2001208571A 2001-06-05 2001-06-05 Method for setting longitude scale for map of different longitude interval and method for specifying known longitude/latitude coordinate on map and device using the same Pending JP2002366027A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105043269A (en) * 2015-07-08 2015-11-11 上海与德通讯技术有限公司 Method for measuring size of object and electronic apparatus
CN112102430A (en) * 2020-08-18 2020-12-18 国家海洋信息中心 Projection calculation method for single-element change curve to geographic map

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105043269A (en) * 2015-07-08 2015-11-11 上海与德通讯技术有限公司 Method for measuring size of object and electronic apparatus
CN105043269B (en) * 2015-07-08 2017-09-29 上海与德通讯技术有限公司 The measuring method and electronic equipment of a kind of dimension of object
CN112102430A (en) * 2020-08-18 2020-12-18 国家海洋信息中心 Projection calculation method for single-element change curve to geographic map
CN112102430B (en) * 2020-08-18 2023-11-21 国家海洋信息中心 Projection calculation method for single-element change curve to geographic map

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