JPS62282219A - Method for measuring dimension of three-dimensional structure - Google Patents

Method for measuring dimension of three-dimensional structure

Info

Publication number
JPS62282219A
JPS62282219A JP12544586A JP12544586A JPS62282219A JP S62282219 A JPS62282219 A JP S62282219A JP 12544586 A JP12544586 A JP 12544586A JP 12544586 A JP12544586 A JP 12544586A JP S62282219 A JPS62282219 A JP S62282219A
Authority
JP
Japan
Prior art keywords
coordinates
measured
measurement
measuring points
positions
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
JP12544586A
Other languages
Japanese (ja)
Inventor
Yasuo Saito
斉藤 安雄
Yukio Machida
町田 雪夫
Minoru Kudo
工藤 實
Hitoshi Yano
仁 矢野
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.)
JFE Engineering Corp
Original Assignee
NKK Corp
Nippon Kokan 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 NKK Corp, Nippon Kokan Ltd filed Critical NKK Corp
Priority to JP12544586A priority Critical patent/JPS62282219A/en
Publication of JPS62282219A publication Critical patent/JPS62282219A/en
Pending legal-status Critical Current

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  • Length Measuring Devices With Unspecified Measuring Means (AREA)

Abstract

PURPOSE:To measure the dimension of a three-dimensional structure easily, accurately and rapidly, by converting coordinates so that the positional coordinates of respective three positions being measured at first and second arrangement positions coincide with each other. CONSTITUTION:The positional coordinates of three common measuring points 1a-1c and those of, for example, the measuring points 1g, 1h among the remaining measuring points are measured by the range finder-angle gauge 2 of a first arrangement position 3A. Subsequently, the range finder-angle gauge 2 is moved to a second arrangement position 3B and the positional coordinates of three common measuring points 1a-1c and measuring points 1d-1f are measured. Next, one of or both of the positional coordinates of the measuring points 1a-1c, 1g, 1h measured at the position 3B and those of the measuring points 1a-1f measured at the positions 3B are converted so that the positional coordinates of three common measuring points 1a-1c measured at a position A are coincide with those of the common measuring points 1a-1c measured at a position B. The dimension of a hull block 1 can be calculated accurately and easily using the positional coordinates of all measuring points 1a-1h.

Description

【発明の詳細な説明】 3、発明の詳細な説明 〔発明の技術分野〕 この発明は、船体ブロック等の大型な立体構造物の寸法
測定方法に関するものである。
Detailed Description of the Invention 3. Detailed Description of the Invention [Technical Field of the Invention] The present invention relates to a method for measuring the dimensions of a large three-dimensional structure such as a hull block.

〔従来技術とその問題点〕[Prior art and its problems]

船体ブロック等の大型な立体構造物の寸法測定は、一般
にプロンや水盛りを補助として巻尺で行なわれている。
Dimensions of large three-dimensional structures such as ship hull blocks are generally measured using a tape measure with the aid of a prong or water mound.

しかしながら、高い空間の2点間距離や3点間のなす角
度、あるいは各点の位置の座標を、巻尺等で直接正確に
求めることは困難である。このため、床面にプロンを下
ろして立体構造物の正面、側面の形状を写しとったり、
測定器2台による3角測量法を用いるなどして、立体a
7造物の寸法測定をすることも行なわれているが、いず
れ・も立体構造物の寸法を精密且つ迅速に測定すること
は困難であった。
However, it is difficult to directly and accurately determine the distance between two points in high space, the angle between three points, or the coordinates of the position of each point using a tape measure or the like. For this reason, we lowered the prong to the floor and copied the shape of the front and side surfaces of the three-dimensional structure,
By using triangulation method using two measuring instruments, etc., the solid a
Although measurements of the dimensions of three-dimensional structures have also been carried out, it has been difficult to accurately and quickly measure the dimensions of three-dimensional structures.

ところで、最近、立体構造物の測定点までの水平距離、
垂直距離、斜距離、水平振り角、垂直振り角などを・′
−ザ光を用いて直接精密c、= in定し、その測定デ
ータをマイコンで処理することによって、測定点の位置
の座標を迅速且つ精密に求めることができるようにした
、測距測角儀が開発されている。しかしながら、このよ
うな測距測角儀を用いたとしても、測距測角儀の設置位
置を多くして、測定点の位置の座標を測定したのでは、
全測定点の位置の座標を1つの原点に基づく座標とする
処理に、かなり面倒を要する。従って、立体構造物の寸
法を精密且つ迅速に測定するのに、必ずしも容易でない
By the way, recently, the horizontal distance to the measurement point of a three-dimensional structure,
Vertical distance, slope distance, horizontal swing angle, vertical swing angle, etc.
- A rangefinder and goniometer that can quickly and accurately determine the coordinates of the position of a measurement point by directly and accurately determining c,=in using laser light and processing the measurement data with a microcomputer. is being developed. However, even if such a rangefinder and goniometer is used, if the rangefinder is installed in many locations and the coordinates of the measurement point are measured,
The process of converting the coordinates of all measurement points into coordinates based on one origin requires considerable trouble. Therefore, it is not always easy to accurately and quickly measure the dimensions of a three-dimensional structure.

〔発明の目的〕[Purpose of the invention]

この発明は、上述の現状に鑑み、測距測角儀によって立
体構造物の寸法を容易に精密且つ迅速に測定することが
できるようにした、寸法測定方法を提供することを目的
とするものである。
In view of the above-mentioned current situation, it is an object of the present invention to provide a dimension measuring method that allows the dimensions of a three-dimensional structure to be easily, precisely and quickly measured using a rangefinder and goniometer. be.

〔発明の概要〕[Summary of the invention]

この発明の寸法測定方法は、立体構造物の3つの測定点
の位置の座標を共通に測定できる第1および第2の設置
位置に測距測角儀を1項次設置して、前記第1および第
2の設置位置で前記測距測角儀により、前記3つの測定
点を共通測定点として前記立体構造物の全測定点の位置
の座標を測定し、そして前記全測定点のうち前記第1の
設定位置で測定された測定点の位置の座標および前記第
2の設置位置で測定された測定点の位置の座標の1方又
は両方を、前記第1の設置位置で測定された前記3つの
測定点の位置の座標と前記第2の設定位置で測定された
前記3つの測定点の位置の座標とが一致するように座標
変換して、このように1方又は両方が座標変換された全
測定点の位置の座標に基づいて前記立体構造物の寸法を
求めることに特徴を有するものである。
In the dimension measuring method of the present invention, distance measuring goniometers are installed one by one at first and second installation positions where the coordinates of three measurement points of a three-dimensional structure can be commonly measured. At a second installation position, the rangefinder and goniometer measure the coordinates of all measurement points of the three-dimensional structure, using the three measurement points as common measurement points, and One or both of the coordinates of the position of the measurement point measured at the first setting position and the coordinates of the position of the measurement point measured at the second installation position, The coordinates of one or both of the three measurement points measured at the second setting position are transformed so that the coordinates of the three measurement points measured at the second set position match. The present invention is characterized in that the dimensions of the three-dimensional structure are determined based on the coordinates of the positions of all measurement points.

〔発明の構成〕[Structure of the invention]

以下、この発明の寸法測定方法を詳述する。 Hereinafter, the dimension measuring method of the present invention will be explained in detail.

第1図は、この発明の寸法測定方法の1実施蓮様゛を示
す説明図である。
FIG. 1 is an explanatory diagram showing an embodiment of the dimension measuring method of the present invention.

第1図において、1は船体ブロック、2は測距測角儀、
3は船体ブロック1の周囲の土台等の床面、3 A 、
 3 Bはそれぞれ測距測角儀2の床面3上の第1の設
置位置、第2の設置位置である。第1、第2の設置位置
3A 、3Bは、ここに設置した測距測角儀2によって
、船体ブロック1の全測定点1a+1b 、lc 、l
d 、le 、If 、Igおよび1hのうちの3つの
測定点、例えば測定点1a。
In Figure 1, 1 is a hull block, 2 is a rangefinder, and
3 is the floor surface such as the foundation around the hull block 1, 3A,
3B are the first installation position and the second installation position on the floor surface 3 of the rangefinder goniometer 2, respectively. The first and second installation positions 3A and 3B are all measured points 1a+1b, lc, l on the hull block 1 by the rangefinder and angle meter 2 installed here.
Three measuring points of d, le, If, Ig and 1h, for example measuring point 1a.

1 b + l cを3つの共通の測定点として測定で
きる位置である。
This is the position where 1 b + lc can be measured as three common measurement points.

この発明では、このような゛第1の設置位置3Aに測距
測角@2を設置して、ここで測距測角儀2により、3つ
の共通の測定点1a、lbおよびlcと、残りの測定点
のうちの例えば測定点1g、lhの位置の座標を測定す
る。次いで、測距測角儀2を第2の設置位置3Bに移動
設置して、ここで測距測角儀2により、3つの共通の測
定点1a、lbおよび1cと、残りの測定点のうちの測
定点1d。
In this invention, the distance measurement angle measurement @2 is installed at the first installation position 3A, and the distance measurement angle measurement @2 is used to measure the three common measurement points 1a, lb, and lc, and the rest. For example, the coordinates of the positions of measurement points 1g and lh among the measurement points are measured. Next, the rangefinder goniometer 2 is moved to the second installation position 3B, and the rangefinder goniometer 2 is used to measure the three common measurement points 1a, lb, and 1c, and among the remaining measurement points. measurement point 1d.

le、Ifの位置の座標を測定する。Measure the coordinates of the positions le and If.

そして、このようにして3つの測定点1a〜1cを共通
の1tlll定点として、船体ブロック10全泪11定
点1a〜1hの位置の座標を測定したならば、次に、第
1の設置位置で測定された測定点1 a 、1b+1c
+1g+1hの位置の座標および第2の設定位置で測定
された測定点1allblIC11d11e+1fの位
置の座標の1方又は両方を、第1の設定位置での測定に
よる3つの共通の測定点】a〜1cの位置の座標と第2
の設定位置での測定による3つの共通の測定点1a〜1
cの位置の座標とが一致するように、座標変換する。
In this way, once the coordinates of the positions of the hull blocks 10 and 11 fixed points 1a to 1h have been measured using the three measurement points 1a to 1c as a common fixed point, the next step is to measure at the first installation position. Measurement points 1a, 1b+1c
One or both of the coordinates of the position +1g+1h and the coordinates of the measurement point 1allblIC11d11e+1f measured at the second setting position are determined by the measurement at the first setting position, and the three common measurement points] a to 1c positions The coordinates of and the second
Three common measurement points 1a-1 by measurement at set positions of
Coordinates are transformed so that the coordinates of the position c match.

このような座標変換によって、船体ブロック1の全測定
点1a〜1hの位置の座標は、1つの原点に基づいた座
標になる。従って、この全測定点1a〜1hの位置の座
標を用いて、船体ブロック1の寸法を求めれば、寸法が
精密且つ容易に求められる。
Through such coordinate transformation, the coordinates of the positions of all measurement points 1a to 1h of the hull block 1 become coordinates based on one origin. Therefore, if the dimensions of the hull block 1 are determined using the coordinates of the positions of all the measurement points 1a to 1h, the dimensions can be determined precisely and easily.

なお、以上では、船体ブロック10到定点1a〜lh中
に3つの共通の測定点(la〜lc)が得られた場合を
示したが、船体ブロック1の周囲の条件によっては、船
体ブロック1の測定点1a〜lh中に3つの共通の迎I
定点を得るように、測距測角儀2を2つの設置位置に移
動設置できないことがある。このときには、床面3上に
定めた3つの点など船体ブロック1外の3つの点、ある
いは、船体ブロック1の測定点1a〜1h中の1つ又は
2つの点と、船体ブロック1外の2つ又は1つの点とか
らなる3つの点を、3つの共通の測定点としてもよい。
Although the above example shows the case where three common measurement points (la to lc) are obtained among the arrival points 1a to lh of the hull block 10, depending on the conditions around the hull block 1, Three common points I during measurement points 1a-lh
In some cases, it may not be possible to move and install the range finder and goniometer 2 between two installation positions so as to obtain a fixed point. At this time, three points outside the hull block 1, such as three points set on the floor 3, or one or two points among the measurement points 1a to 1h of the hull block 1, and two points outside the hull block 1 are selected. Three points consisting of one or one point may be used as three common measurement points.

〔発明の効果〕〔Effect of the invention〕

この発明は、以上のように構成されるので、立体構造物
の寸法を、容易に精密且つ迅速に測定することができる
Since the present invention is configured as described above, the dimensions of a three-dimensional structure can be easily and accurately and quickly measured.

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

第1図は、この発明の寸法測定方法の1実施態様を示す
説明図である。図面において、1・・・船体ブロック、
   18〜1h・・・測定点、2・・・測距測角儀、
    3・・・床面、3A・・第1の設置位置、3B
・・・第2の設置位置。
FIG. 1 is an explanatory diagram showing one embodiment of the dimension measuring method of the present invention. In the drawings, 1...hull block,
18~1h...Measuring point, 2...Distance and goniometer,
3... Floor surface, 3A... First installation position, 3B
...Second installation position.

Claims (1)

【特許請求の範囲】[Claims] 立体構造物の3つの測定点の位置の座標を共通に測定で
きる第1および第2の設置位置に測距測角儀を順次移動
設置して、前記第1および第2の設置位置で前記測距測
角儀により、前記3つの測定点を共通測定点として前記
立体構造物の全測定点の位置の座標を測定し、そして前
記全測定点のうち前記第1の設定位置で測定された測定
点の位置の座標および前記第2の設定位置で測定された
測定点の座標の1方又は両方を、前記第1の設置位置で
測定された前記3つの測定点の位置の座標と前記第2の
設定位置で測定された前記3つの測定点の位置の座標と
が一致するように座標変換して、このように1方又は両
方が座標変換された全測定点の位置の座標に基づいて前
記立体構造物の寸法を求めることを特徴とする、立体構
造物の寸法測定方法。
The distance measuring goniometer is sequentially moved and installed at first and second installation positions where the coordinates of the three measurement points of the three-dimensional structure can be commonly measured, and the measurement is performed at the first and second installation positions. Measure the coordinates of the positions of all measurement points of the three-dimensional structure using the three measurement points as a common measurement point using a rangefinder, and measure the coordinates of the positions of all measurement points of the three-dimensional structure, and the measurement taken at the first set position among all the measurement points. One or both of the coordinates of the position of the point and the coordinates of the measurement point measured at the second setting position are the coordinates of the position of the three measurement points measured at the first installation position and the coordinates of the measurement point measured at the second setting position. The coordinates are transformed so that the coordinates of the positions of the three measurement points measured at the set positions of A method for measuring the dimensions of a three-dimensional structure, characterized by determining the dimensions of the three-dimensional structure.
JP12544586A 1986-05-30 1986-05-30 Method for measuring dimension of three-dimensional structure Pending JPS62282219A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12544586A JPS62282219A (en) 1986-05-30 1986-05-30 Method for measuring dimension of three-dimensional structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12544586A JPS62282219A (en) 1986-05-30 1986-05-30 Method for measuring dimension of three-dimensional structure

Publications (1)

Publication Number Publication Date
JPS62282219A true JPS62282219A (en) 1987-12-08

Family

ID=14910263

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12544586A Pending JPS62282219A (en) 1986-05-30 1986-05-30 Method for measuring dimension of three-dimensional structure

Country Status (1)

Country Link
JP (1) JPS62282219A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51137443A (en) * 1975-05-24 1976-11-27 Mitsubishi Heavy Ind Ltd Method for measuring dimensions of three-dimensional structures

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51137443A (en) * 1975-05-24 1976-11-27 Mitsubishi Heavy Ind Ltd Method for measuring dimensions of three-dimensional structures

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