JPH1038573A - Target for center coordinate measurement - Google Patents
Target for center coordinate measurementInfo
- Publication number
- JPH1038573A JPH1038573A JP21219096A JP21219096A JPH1038573A JP H1038573 A JPH1038573 A JP H1038573A JP 21219096 A JP21219096 A JP 21219096A JP 21219096 A JP21219096 A JP 21219096A JP H1038573 A JPH1038573 A JP H1038573A
- Authority
- JP
- Japan
- Prior art keywords
- hole
- target
- center
- measuring
- measurement
- 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
Links
Landscapes
- Length Measuring Devices By Optical Means (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、測量用のターゲッ
トに関し、特に橋梁部材の測量において、計測点にター
ゲットを配して、測距測角儀によりターゲット中心の三
次元座標を求める中心座標測定用ターゲットに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a target for surveying, and more particularly to a center coordinate measuring method in which a target is arranged at a measuring point and three-dimensional coordinates of the center of the target are obtained by a distance measuring angle square in surveying a bridge member. For the target.
【0002】[0002]
【従来の技術】一般的に、橋梁を完成させるためには、
まず橋梁を構成する橋梁部材の設計データを作成し、前
記データに基づいて橋梁部材を作成し、この橋梁部材を
巻尺及びノギスにより測定して設計データと測定データ
の異同を決定し、必要に応じて橋梁部材を修正してい
る。2. Description of the Related Art Generally, in order to complete a bridge,
First, design data of a bridge member constituting a bridge is created, a bridge member is created based on the data, the bridge member is measured with a tape measure and calipers, and the difference between the design data and the measurement data is determined. To correct the bridge members.
【0003】橋梁部材を測定するためには、上記のよう
に巻尺及びノギスを使用して作業を行っている。このと
き、図19に示すように、ボルト穴121の中心間距離
lを測定するために、まず全長Lを巻尺を用いて測定
し、次に橋梁端部122からボルト穴121の中心まで
の距離l1,l2をノギスによって測定して、前記全長L
から距離l1及び距離l2を差し引くことによりボルト穴
121中心間における距離lを求めている。[0003] In order to measure a bridge member, work is performed using a tape measure and a caliper as described above. At this time, as shown in FIG. 19, in order to measure the distance l between the centers of the bolt holes 121, first, the total length L is measured using a tape measure, and then the distance from the bridge end 122 to the center of the bolt hole 121 is measured. l 1 and l 2 are measured with a vernier caliper to obtain the total length L.
The distance l between the centers of the bolt holes 121 is obtained by subtracting the distance l 1 and the distance l 2 from.
【0004】以上のようにして得られた測定データと設
計データとの異同を決定し、必要に応じて修正された橋
梁部材を、さらに仮組立することにより不整合な箇所を
特定し、橋梁部材の修正を行っていた。そして一度仮組
立した橋梁部材を解体してから現場に運搬し、実際の組
立作業を行っていた。[0004] The difference between the measurement data and the design data obtained as described above is determined, and the bridge member modified as necessary is further temporarily assembled to specify an inconsistent portion, and the bridge member is identified. Had been modified. The temporarily assembled bridge members were dismantled and then transported to the site for actual assembly work.
【0005】[0005]
【発明が解決しようとする課題】従来のような橋梁部材
における測定作業では、測定に巻尺及びノギスを使用し
ているため、測定精度が悪く、また長い距離を測りにく
いため正確な値を測定することが不可能であった。さら
に測定作業が手作業であるため、効率化が図れないとい
う不都合があった。In a conventional measuring operation of a bridge member, since a tape measure and a caliper are used for the measurement, the measurement accuracy is poor, and it is difficult to measure a long distance, so that an accurate value is measured. It was impossible. Furthermore, since the measuring operation is manual, there is a disadvantage that efficiency cannot be improved.
【0006】また、それぞれの橋梁部材は非常に大きな
部材であるため、これらの橋梁部材で実際の状態の仮組
立を行うには、広い組立てスペースが必要であり、かつ
組立て及び解体は大がかりで時間を要するものになると
いう不都合があった。Further, since each bridge member is a very large member, a large assembling space is required to perform a temporary assembly in an actual state with these bridge members, and the assembling and disassembling are extensive and time consuming. However, there is a disadvantage that it needs to be performed.
【0007】本発明の目的は、橋梁部材の測定におい
て、測定点にターゲットを用い、測距測角儀で視準して
ターゲット中心の三次元座標を求め、この三次元座標よ
り正確な橋梁部材の測定データを得ることができ、橋梁
部材の仮組立する工程を省略して、作業効率を向上する
ことができる、中心座標測定用ターゲットを提供するこ
とにある。SUMMARY OF THE INVENTION It is an object of the present invention to measure a bridge member using a target at a measurement point, collimating the target with a distance measuring angle finder to determine the three-dimensional coordinates of the center of the target, and obtaining a more accurate bridge member from the three-dimensional coordinates. It is an object of the present invention to provide a center coordinate measuring target that can obtain the measurement data of (1) and omitting the step of temporarily assembling the bridge member and improving the working efficiency.
【0008】[0008]
【課題を解決するための手段】本例請求項1の中心座標
測定用ターゲットは、長尺部材の所定位置に設けられた
孔中心間を測定するための測定用ターゲットであって、
該測定用ターゲットは、長尺部材に設けた前記孔と係合
する孔係合部及び前記孔の周縁部に当接する枠部を一体
に形成したターゲット本体と、前記孔中心対応指標を設
けた再帰反射面と、を備え、前記再帰反射面を前記孔係
合部の端面に前記孔周縁と面一となるように配設したこ
とを特徴とする。According to a first aspect of the present invention, there is provided a target for measuring center coordinates, which is a target for measuring a distance between the centers of holes provided at predetermined positions of a long member,
The target for measurement is provided with a target body integrally formed with a hole engaging portion that engages with the hole provided in the long member and a frame portion that comes into contact with a peripheral portion of the hole, and the hole center corresponding index is provided. A retroreflective surface, wherein the retroreflective surface is disposed on an end face of the hole engaging portion so as to be flush with the periphery of the hole.
【0009】本例請求項2の中心座標測定用ターゲット
は、長尺部材の所定位置に設けられた孔中心間を測定す
るための測定用ターゲットであって、該測定用ターゲッ
トは、長尺部材に設けた前記孔と係合する孔係合部及び
前記孔の周縁部に当接する枠部を一体に形成したターゲ
ット本体と、前記孔中心対応指標を設けた再帰反射面
と、を備え、前記再帰反射面を前記孔係合部の端面に前
記孔周縁と所定角度で傾斜するように配設し、前記孔中
心対応指標は孔周縁面の水平線上に位置することを特徴
とする。According to a second aspect of the present invention, the center coordinate measuring target is a measuring target for measuring a distance between the centers of holes provided at predetermined positions of the long member, and the measuring target is a long member. A target body integrally formed with a hole engaging portion that engages with the hole and a frame portion that abuts on a peripheral portion of the hole, and a retroreflective surface provided with the hole center corresponding index, A retroreflective surface is provided on the end face of the hole engaging portion so as to be inclined at a predetermined angle with respect to the periphery of the hole, and the index corresponding to the center of the hole is located on a horizontal line of the periphery of the hole.
【0010】本例請求項3の中心座標測定用ターゲット
は、橋梁部材の設計データの作成工程と、該工程におい
て作成された設計データに基づいて橋梁部材を作成する
工程と、前記作成された橋梁部材の測定データを作成す
る工程と、該橋梁部材の測定データと前記設計データの
異同を決定する工程と、を備えた測定システムに用いら
れるターゲットであって、該ターゲットは作成された橋
梁部材のボルト孔に配置し、測距測角儀で視準し、中心
における三次元座標を求めることを特徴とする。According to a third aspect of the present invention, there is provided a target for measuring center coordinates, comprising: a step of creating bridge member design data; a step of creating a bridge member based on the design data created in the step; A step of creating measurement data of the member, and a step of determining the difference between the measurement data of the bridge member and the design data, wherein the target is a target of the created bridge member. It is arranged in a bolt hole, collimated by a distance measuring angle meter, and three-dimensional coordinates at the center are obtained.
【0011】なお、請求項1、請求項2及び請求項3に
おける再帰反射面は反射プリズムシートからなる。The retroreflective surface in the first, second and third aspects is formed of a reflective prism sheet.
【0012】また、請求項1、請求項2及び請求項3に
おける枠部には永久磁石が少なくとも1つ以上配設され
ると好適である。Preferably, at least one or more permanent magnets are provided in the frame portion according to the first, second, and third aspects.
【0013】[0013]
【発明の実施の形態】本発明に係る中心座標測定用ター
ゲット10は、長尺部材20の所定位置に設けられた孔
21の中心間を測定するための測定用ターゲットであ
る。この測定用ターゲットは、ターゲット本体13と、
孔中心対応指標15を設けた再帰反射面14と、を備え
ている。ターゲット本体13は、長尺部材20に設けた
孔21と係合する孔係合部11と、孔21の周縁部に当
接する枠部12を一体に形成して構成されている。そし
て再帰反射面14を孔係合部11の端面に孔周縁と面一
となるように配設する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A center coordinate measuring target 10 according to the present invention is a measuring target for measuring the distance between the centers of holes 21 provided at predetermined positions of a long member 20. This measurement target is composed of a target body 13 and
A retroreflective surface 14 provided with a hole center correspondence index 15. The target main body 13 is formed by integrally forming a hole engaging portion 11 that engages with a hole 21 provided in the long member 20 and a frame portion 12 that contacts the peripheral portion of the hole 21. Then, the retroreflective surface 14 is disposed on the end face of the hole engaging portion 11 so as to be flush with the periphery of the hole.
【0014】或いは、再帰反射面14を孔係合部11の
端面に孔21の周縁と所定角度で傾斜するように配設
し、孔中心対応指標15は孔21の周縁面の水平線上に
位置する。Alternatively, the retroreflective surface 14 is disposed on the end face of the hole engaging portion 11 so as to be inclined at a predetermined angle with respect to the peripheral edge of the hole 21, and the hole center corresponding index 15 is located on a horizontal line of the peripheral surface of the hole 21. I do.
【0015】橋梁部材の測定において、従来のような巻
尺及びノギスによる手作業に代わって、計測点にターゲ
ットを用い、測距測角儀で視準してターゲット中心の三
次元座標を求め、この三次元座標より正確な橋梁部材の
測定データを得ることができる。In the measurement of bridge members, instead of the conventional manual operation using a tape measure and calipers, a target is used as a measurement point, and a three-dimensional coordinate of the center of the target is obtained by collimating with a distance measuring angle finder. It is possible to obtain more accurate measurement data of bridge members than three-dimensional coordinates.
【0016】以上のようにして得られた、橋梁部材の測
定データと設計段階での設計データとを比べて異同を決
定し、橋梁部材を修正する。このため、橋梁部材を仮組
立して更に橋梁部材の整合性を確認する必要がなくな
り、仮組立工程を省略することができ、作業効率を向上
することができる。The difference is determined by comparing the measurement data of the bridge member obtained as described above with the design data at the design stage, and the bridge member is corrected. For this reason, there is no need to temporarily assemble the bridge member and further check the consistency of the bridge member, and it is possible to omit the temporary assembling step, thereby improving work efficiency.
【0017】[0017]
【実施例】以下、本発明の一実施例を図面に基づいて説
明する。なお、以下に説明する部材,配置等は本発明を
限定するものでなく、本発明の趣旨の範囲内で種々改変
することができるものである。An embodiment of the present invention will be described below with reference to the drawings. The members, arrangements, and the like described below do not limit the present invention, and can be variously modified within the scope of the present invention.
【0018】図1乃至図8は、本発明の一実施例を示す
ものであり、図1は中心座標測定用ターゲットの正面
図、図2は中心座標測定用ターゲットの平面図、図3は
中心座標測定用ターゲットの底面図、図4は中心座標測
定用ターゲットの縦断面図、図5は中心座標測定用ター
ゲットの使用状態を示す説明図、図6及び図8は中心座
標測定用ターゲットの測定方法を示す説明図、図7は図
6のA部拡大図である。FIGS. 1 to 8 show an embodiment of the present invention. FIG. 1 is a front view of a target for central coordinate measurement, FIG. 2 is a plan view of the target for central coordinate measurement, and FIG. 4 is a longitudinal sectional view of the target for central coordinate measurement, FIG. 5 is an explanatory view showing the use state of the target for central coordinate measurement, and FIGS. 6 and 8 are measurements of the target for central coordinate measurement. FIG. 7 is an enlarged view of a part A in FIG.
【0019】本例の中心座標測定用ターゲット10は、
長尺部材20における三次元座標を測定するためのもの
であり、孔係合部11と、この孔係合部と一体に形成さ
れてターゲット本体13を構成する枠部12と、再帰反
射面14と、を主要構成要素とする。The target 10 for measuring the central coordinates of this embodiment is:
This is for measuring three-dimensional coordinates in the elongated member 20, and includes a hole engaging portion 11, a frame portion 12 formed integrally with the hole engaging portion to form the target body 13, and a retroreflective surface 14. And are the main components.
【0020】本例における長尺部材20は、橋梁等を構
成する橋梁部材としてのH綱であり、図6で示すよう
に、端部には組み立て時に必要なボルトを挿入するため
の孔21が設けられている。The long member 20 in this embodiment is an H rope as a bridge member constituting a bridge or the like. As shown in FIG. 6, a hole 21 for inserting a bolt required at the time of assembly is provided at an end. Is provided.
【0021】本例の中心座標測定用ターゲット10の、
孔係合部11は、図1で示すように長尺部材20の孔2
1内に位置させる円柱状ものであり、長尺部材20の孔
21に嵌入可能に形成されている。The center coordinate measuring target 10 of this embodiment
As shown in FIG. 1, the hole engaging portion 11
1 and is formed so as to be able to fit into the hole 21 of the long member 20.
【0022】また、孔係合部11の孔21に嵌入する側
の端部にはテーパ部11bが設けられており、孔係合部
11を孔21に嵌入しやすいように構成されている。Further, a tapered portion 11b is provided at the end of the hole engaging portion 11 on the side fitted to the hole 21, so that the hole engaging portion 11 can be easily fitted into the hole 21.
【0023】そして孔係合部11を孔21に係合させた
ときに、孔内部に入り込む端面とは反対側の端面11a
には、後述する反射シートが貼着されて、孔21の周縁
面と面一になるように形成されている。When the hole engaging portion 11 is engaged with the hole 21, the end surface 11a on the opposite side to the end surface entering the inside of the hole.
Is formed so that a reflective sheet to be described later is adhered thereto and is flush with the peripheral surface of the hole 21.
【0024】本例の中心座標測定用ターゲット10の、
枠部12は、図4で示すように、孔係合部11と一体に
形成されて、ターゲット本体13を構成している。この
枠部12の径は孔係合部11の径より大きめに形成され
ており、この枠部12が長尺部材20における孔21の
周縁部で抜け止まることにより、ターゲット本体13が
長尺部材20の孔周縁部において係合する。The target 10 for measuring the central coordinates of this embodiment
As shown in FIG. 4, the frame portion 12 is formed integrally with the hole engaging portion 11 to form a target body 13. The diameter of the frame portion 12 is formed to be larger than the diameter of the hole engaging portion 11. When the frame portion 12 stops at the periphery of the hole 21 in the long member 20, the target main body 13 becomes long. At the periphery of the 20 hole.
【0025】上記枠部12における枠体12aは、孔係
合部11の端面11aを囲むように構成されており、枠
体12aによって囲まれた内側空間12cは開口12b
へ向かって開口12bが最も広くなるように形成されて
いる。The frame 12a of the frame 12 is formed so as to surround the end face 11a of the hole engaging portion 11, and the inner space 12c surrounded by the frame 12a has an opening 12b.
The opening 12b is formed so as to become widest toward the center.
【0026】また枠部12の上端部には縁部12dが形
成されている。この縁部12dはターゲット本体13を
手で持ったときに作業者の指がかかって滑りにくくし、
ターゲット本体13を孔21へ嵌入しやすくするための
ものである。An edge 12d is formed at the upper end of the frame 12. This edge 12d is hard to slip when the operator's finger is caught when holding the target body 13 by hand,
This is for making the target body 13 easily fit into the hole 21.
【0027】孔係合部11の枠部12の枠体12aに囲
まれた端面11aには、再帰反射面14が形成される。
この再帰反射面14は、図2で示すように円形状の反射
プリズムシートと、この反射プリズムシートに設けられ
た孔中心対応指標15とから構成されている。A retroreflective surface 14 is formed on the end surface 11a of the hole engaging portion 11 surrounded by the frame 12a of the frame portion 12.
The retroreflective surface 14 includes a circular reflective prism sheet as shown in FIG. 2 and a hole center corresponding index 15 provided on the reflective prism sheet.
【0028】前記反射プリズムシートは、マイクロプリ
ズムが密集状態に形成された可撓性の透明な反射体で、
入射した光を入射方向に向けてそのまま反射する性質が
ある。The reflection prism sheet is a flexible transparent reflector in which micro prisms are formed in a dense state,
There is a property that incident light is directly reflected toward the incident direction.
【0029】この反射プリズムシートの平滑な表面には
孔中心対応指標15が設けられており、孔中心対応指標
15は十字線15aと円形15bからなる。そして反射
プリズムシートを孔係合部11の端面11aに貼着する
ことで再帰反射面14を形成する。このとき反射プリズ
ムシートは、反射プリズムシートに付された孔中心対応
指標15の十字線15a中心が、孔係合部11を長尺部
材20の孔21に係合させたときの、孔21の中心に一
致するように貼着される。An index 15 corresponding to the center of the hole is provided on the smooth surface of the reflection prism sheet, and the index 15 corresponding to the center of the hole is composed of a cross line 15a and a circle 15b. Then, the retroreflective surface 14 is formed by attaching the reflective prism sheet to the end surface 11a of the hole engaging portion 11. At this time, the center of the cross line 15 a of the hole center correspondence index 15 attached to the reflection prism sheet is aligned with the hole 21 when the hole engaging portion 11 is engaged with the hole 21 of the elongated member 20. Affixed to match the center.
【0030】そして、前記再帰反射面14は、孔係合部
11を孔21に係合させたときに孔21の周縁面と面一
になるように構成される。The retroreflective surface 14 is configured to be flush with the peripheral surface of the hole 21 when the hole engaging portion 11 is engaged with the hole 21.
【0031】また、枠部12にはマグネット16が設け
られている。このマグネット16は永久磁石であり、枠
部12において、孔周縁部との係合面で周方向等間隔に
なるように配設されて、枠部12から露見して孔21の
周縁部に接着し、ターゲット本体13を固定する。The frame 12 is provided with a magnet 16. The magnet 16 is a permanent magnet, and is disposed on the frame portion 12 so as to be at equal intervals in the circumferential direction on the engagement surface with the hole peripheral portion, and is exposed from the frame portion 12 and adheres to the peripheral portion of the hole 21. Then, the target body 13 is fixed.
【0032】次に本例の中心座標測定用ターゲット10
を用いた長尺部材20の測定方法について説明する。Next, the target 10 for measuring the center coordinates of the present embodiment.
A method for measuring the long member 20 using the method will be described.
【0033】本発明における長尺部材20は、図6で示
すように、測距測角儀30を用いて測定する。本例の測
距測角儀30は、光波を利用して直接に反射光と、参照
光の位相差により距離を測定するものであり、高度角水
平角はエンコーダにより行われている。そして測距測角
儀30にはCPUが内蔵されており、得られた測定値を
気象条件などにより補正して、測定距離をデジタル表示
する。なお、この測距測角儀30は三脚上に載置されて
いる。The long member 20 in the present invention is measured by using a distance measuring angle finder 30 as shown in FIG. The range finder 30 of this example measures a distance directly by using a light wave by a phase difference between reflected light and reference light, and the altitude angle horizontal angle is measured by an encoder. A CPU is built in the distance measuring angle finder 30, and the obtained measured values are corrected according to weather conditions and the like, and the measured distance is digitally displayed. In addition, the distance measuring angle finder 30 is mounted on a tripod.
【0034】まず測距測角儀30を適宜位置に設置す
る。そして中心座標測定用ターゲット10を長尺部材2
0の孔21に係合させて測定器30に対向させる。この
とき中心座標測定用ターゲット10の再帰反射面14が
測距測角儀30側を向くように、中心座標測定用ターゲ
ット10は、長尺部材20において地表に対して垂直に
なる面22に形成された孔21に係合される。そして中
心座標測定用ターゲット10の再帰反射面14からの反
射光を測距測角儀30が受光し中心座標測定用ターゲッ
ト10の三次元座標を測定する。First, the range finder 30 is set at an appropriate position. Then, the target 10 for measuring the central coordinates is moved to the long member 2.
It is made to engage with the hole 21 and to face the measuring instrument 30. At this time, the center coordinate measurement target 10 is formed on the surface 22 of the long member 20 that is perpendicular to the ground surface such that the retroreflective surface 14 of the center coordinate measurement target 10 faces the distance measurement angle finder 30 side. The hole 21 is engaged. Then, the distance measuring goniometer 30 receives the reflected light from the retroreflective surface 14 of the target 10 for central coordinate measurement, and measures the three-dimensional coordinates of the target 10 for central coordinate measurement.
【0035】上記測定は測定すべき中心座標測定用ター
ゲット10をそれぞれ別の孔21に位置させて行なう。
そして、測距測角儀が設置されている所定箇所を基準点
(0,0,0)としたときの、それぞれの中心座標測定
用ターゲット10の三次元座標、即ち孔の中心座標(x
1,y1,z1)及び(x2,y2,z2)を測定し、これら
の三次元座標から孔21の中心間のよりlが次の式によ
って算出できる。The above measurement is carried out with the center coordinate measuring targets 10 to be measured being positioned in different holes 21 respectively.
Then, the three-dimensional coordinates of each target 10 for measuring the central coordinates, that is, the central coordinates of the hole (x
1 , y 1 , z 1 ) and (x 2 , y 2 , z 2 ) are measured, and from these three-dimensional coordinates, the distance l between the centers of the holes 21 can be calculated by the following equation.
【0036】[0036]
【式1】 (Equation 1)
【0037】このように長尺部材20の同一断面内に数
カ所の測点を設置し、それを測距測角儀30で視準する
ことにより図6で示すように視準された測点の位置デー
タを三次元座標系で取り込み、座標計算により測点2間
の距離を求めることができる。As described above, several measuring points are set in the same cross section of the long member 20 and are collimated by the distance measuring and angle measuring angle 30 to obtain the collimated measuring points as shown in FIG. The position data is taken in a three-dimensional coordinate system, and the distance between the measurement points 2 can be obtained by coordinate calculation.
【0038】図9乃至図17は、本発明の他の実施例を
示すものであり、図9は中心座標測定用ターゲットの正
面図、図10は中心座標測定用ターゲットの平面図、図
11は中心座標測定用ターゲットの底面図、図12は中
心座標測定用ターゲットの縦断面図、図13,図15,
図17は中心座標測定用ターゲットの使用状態を示す説
明図、図14は図13におけるC矢視図、図16は図1
5におけるB部拡大図である。本例において前記実施例
と同様部材等には同一符号を付してその説明を省略す
る。9 to 17 show another embodiment of the present invention. FIG. 9 is a front view of a target for central coordinate measurement, FIG. 10 is a plan view of the target for central coordinate measurement, and FIG. FIG. 12 is a bottom view of the target for central coordinate measurement, FIG. 12 is a longitudinal sectional view of the target for central coordinate measurement, and FIGS.
FIG. 17 is an explanatory diagram showing the use state of the target for measuring center coordinates, FIG. 14 is a view as viewed from the direction of the arrow C in FIG. 13, and FIG.
It is a B section enlarged view in 5. In this embodiment, the same members and the like as those in the previous embodiment are denoted by the same reference numerals, and description thereof is omitted.
【0039】前記実施例では孔係合部11の端面11a
に孔中心対応指標15の設けられた反射プリズムシート
を貼着して再帰反射面14を形成し、この再帰反射面1
4は、ターゲット本体13を孔21に係合したときに孔
21の周縁面と面一となる例を示したが、本例において
は、この再帰反射面14に角度θを付けた中心座標測定
用ターゲット10について説明する。In the above embodiment, the end surface 11a of the hole engaging portion 11
A reflective prism sheet provided with a hole center correspondence index 15 is adhered to the retroreflective surface 14 to form the retroreflective surface 1.
4 shows an example in which the target main body 13 is flush with the peripheral surface of the hole 21 when the target body 13 is engaged with the hole 21. In this example, however, the center coordinate measurement in which the retroreflective surface 14 has an angle θ is shown. The target 10 will be described.
【0040】本例の中心座標測定用ターゲット10にお
いても、孔係合部11と、枠部12とでターゲット本体
13を構成している。Also in the center coordinate measuring target 10 of this embodiment, the target main body 13 is constituted by the hole engaging portion 11 and the frame portion 12.
【0041】本例の孔係合部11は、長尺部材20の孔
21と係合する部分は円柱状に形成されて孔21に嵌入
可能に形成されており、枠部12に囲まれた端面11a
は、枠部12に対して所定角度θで傾斜して形成されて
いる。このとき端面11aは、孔係合部11を孔21に
係合したときに、孔21の中心を通る鉛直線と、孔周縁
面を通る水平線とが、端面11a上で交差するように形
成される。In the hole engaging portion 11 of the present embodiment, a portion of the long member 20 that engages with the hole 21 is formed in a cylindrical shape so as to be fittable into the hole 21, and is surrounded by the frame portion 12. End face 11a
Is formed at a predetermined angle θ with respect to the frame portion 12. At this time, the end surface 11a is formed such that when the hole engaging portion 11 is engaged with the hole 21, a vertical line passing through the center of the hole 21 and a horizontal line passing through the hole peripheral surface intersect on the end surface 11a. You.
【0042】そして枠部12の枠体12aは前記実施例
と同様に孔係合部11と一体に形成されており、同一幅
に形成された端部12f,12fが前記端面11aの両
側に位置するような構成となっている。The frame 12a of the frame 12 is formed integrally with the hole engaging portion 11 similarly to the above embodiment, and the ends 12f, 12f formed to have the same width are located on both sides of the end face 11a. The configuration is as follows.
【0043】本例における再帰反射面14は、反射プリ
ズムシートに付された孔中心対応指標15の十字線15
a中心と、孔21の中心とが一致するように、端面11
aに貼着して形成する。In this embodiment, the retroreflective surface 14 is a cross line 15 of the hole center correspondence index 15 attached to the reflective prism sheet.
a so that the center and the center of the hole 21 coincide with each other.
a.
【0044】上記のように構成することにより、本例に
おける中心座標測定用ターゲット10は、再帰反射面1
4が孔周縁面に対し所定角度θで傾斜するとともに、孔
中心対応指標15の十字線15a中心が、孔21の周縁
面の水平線上に位置する。With the above-described configuration, the target 10 for measuring center coordinates in the present example is the retroreflective surface 1.
4 is inclined at a predetermined angle θ with respect to the hole peripheral surface, and the center of the cross line 15 a of the hole center corresponding index 15 is located on the horizontal line of the peripheral surface of the hole 21.
【0045】以上のように、ターゲット本体13の再帰
反射面14が傾斜していることにより、図15に示すよ
うに、中心座標測定用ターゲット10を長尺部材20に
おける地表と水平な面23に位置させても、再帰反射面
14が測距測角儀30へ向いて配置されるため、中心座
標測定用ターゲット10の再帰反射面14から発せられ
る光が測距測角儀30の受光部に入射して測定器30か
ら中心座標測定用ターゲット10までの直線距離が測定
できる。As described above, since the retroreflective surface 14 of the target body 13 is inclined, the target 10 for measuring the center coordinates is placed on the horizontal surface 23 of the long member 20 as shown in FIG. Even if it is positioned, since the retroreflective surface 14 is arranged facing the distance measuring angle horn 30, light emitted from the retroreflective surface 14 of the center coordinate measuring target 10 is received by the light receiving portion of the distance measuring angle horn 30. The linear distance from the measuring device 30 to the target 10 for measuring the central coordinates can be measured.
【0046】図18は、中心座標測定用ターゲット10
を用いて測定を行うときの測定ポイントPを示したもの
である。上記に掲げたそれぞれの実施例のいずれにおい
ても、測定ポイントPは長尺部材20の測定器側の面の
水平線上に位置する。FIG. 18 shows a target 10 for measuring center coordinates.
5 shows a measurement point P when measurement is performed using. In each of the embodiments described above, the measurement point P is located on the horizontal line of the surface of the long member 20 on the measuring device side.
【0047】なお、上記実施例において、枠部12にお
いてマグネット16を3箇所設けた例を示したが、3箇
所に限らず1箇所以上であれば何カ所設けても良い。In the above-described embodiment, an example in which three magnets 16 are provided in the frame portion 12 has been described. However, the number of magnets is not limited to three, but may be any number of one or more.
【0048】また、上記実施例における長尺部材20上
のボルト孔である孔21は、円孔の他、楕円形或いは多
角形等中心座標測定用ターゲット10が嵌入可能な形で
あればどのような形に形成されていても良い。The hole 21 which is a bolt hole on the long member 20 in the above embodiment is not limited to a circular hole, but may be any shape as long as the target 10 for measuring center coordinates, such as an ellipse or a polygon, can be fitted. It may be formed in any shape.
【0049】次に上記実施例によって橋梁部材を測定
し、橋梁を完成するまでの流れについて説明する。Next, the flow from the measurement of the bridge member by the above embodiment to the completion of the bridge will be described.
【0050】まず、橋梁建設のために必要な橋梁部材に
ついての設計データを作成する。そしてこの設計データ
に基づいて橋梁部材を作成する。First, design data on bridge members required for bridge construction is created. Then, a bridge member is created based on the design data.
【0051】次に、橋梁部材のボルト孔にターゲットを
配置させて、測距測角儀によりターゲットを視準し、タ
ーゲットの中心における三次元座標値を求めることによ
り橋梁部材の測定データを作成する。Next, the target is arranged in the bolt hole of the bridge member, the target is collimated by the distance measuring angle finder, and the three-dimensional coordinate value at the center of the target is obtained to generate the measurement data of the bridge member. .
【0052】そして設計データと、測定データとを比較
して、異同を決定する。設計データと測定データが異な
れば、必要に応じて橋梁部材を修正する。なお、測定デ
ータは上記実施例で述べたように、ターゲット中心の三
次元座標を測距測角儀により求めることにより、正確な
測定データを得ることができる。Then, the difference is determined by comparing the design data with the measurement data. If the design data differs from the measurement data, modify the bridge members as necessary. As described in the above embodiment, accurate measurement data can be obtained from the measurement data by obtaining the three-dimensional coordinates of the center of the target using a distance measuring angle square.
【0053】上記正確な測定データを使用して異同を決
定することにより、橋梁部材を仮組立して更に橋梁部材
の整合性を確認する必要がなくなり、仮組立工程を省略
することができる。そして、修正済みの橋梁部材を直接
現場に運搬して、実際の組み立て作業を行うことができ
る。By determining the difference using the accurate measurement data, it is not necessary to temporarily assemble the bridge member and further check the consistency of the bridge member, and the temporary assembling step can be omitted. Then, the corrected bridge member can be directly transported to the site to perform an actual assembling operation.
【0054】[0054]
【発明の効果】以上のように本発明は、橋梁部材の測定
において、基準点にターゲットを用い、測距測角儀で視
準してターゲット中心の三次元座標を求め、この三次元
座標より正確な橋梁部材の測定データを得ることがで
き、橋梁部材を仮組立する工程を省略して、作業効率を
向上することができる。As described above, according to the present invention, in measuring a bridge member, a target is used as a reference point, and a three-dimensional coordinate of the center of the target is obtained by collimating with a distance measuring goniometer. Accurate measurement data of a bridge member can be obtained, and a step of temporarily assembling the bridge member can be omitted, thereby improving work efficiency.
【0055】また、いつでも測定が可能であり、測点は
必要に応じて適宜取り外しかつ再度同じ位置に復元する
ことも容易に行うことができる。Further, the measurement can be performed at any time, and the measuring point can be easily removed as needed and restored to the same position again easily.
【図1】本発明に係る中心座標測定用ターゲットの正面
図である。FIG. 1 is a front view of a target for central coordinate measurement according to the present invention.
【図2】本発明に係る中心座標測定用ターゲットの平面
図である。FIG. 2 is a plan view of a center coordinate measuring target according to the present invention.
【図3】本発明に係る中心座標測定用ターゲットの底面
図である。FIG. 3 is a bottom view of a target for central coordinate measurement according to the present invention.
【図4】本発明に係る中心座標測定用ターゲットの縦断
面図である。FIG. 4 is a longitudinal sectional view of a target for central coordinate measurement according to the present invention.
【図5】本発明に係る中心座標測定用ターゲットの使用
状態を示す説明図である。FIG. 5 is an explanatory diagram showing a use state of a center coordinate measuring target according to the present invention.
【図6】本発明に係る中心座標測定用ターゲットを用い
た測定方法を示す説明図である。FIG. 6 is an explanatory diagram showing a measurement method using the target for central coordinate measurement according to the present invention.
【図7】図6のA部拡大図である。FIG. 7 is an enlarged view of a portion A in FIG. 6;
【図8】本発明に係る中心座標測定用ターゲットを用い
た測定方法を示す説明図である。FIG. 8 is an explanatory diagram showing a measuring method using the target for measuring center coordinates according to the present invention.
【図9】本発明の他の実施例における中心座標測定用タ
ーゲットの正面図である。FIG. 9 is a front view of a target for measuring center coordinates according to another embodiment of the present invention.
【図10】本発明の他の実施例における中心座標測定用
ターゲットの平面図である。FIG. 10 is a plan view of a center coordinate measuring target according to another embodiment of the present invention.
【図11】本発明の他の実施例における中心座標測定用
ターゲットの底面図である。FIG. 11 is a bottom view of a center coordinate measuring target according to another embodiment of the present invention.
【図12】本発明の他の実施例における中心座標測定用
ターゲットの縦断面図である。FIG. 12 is a longitudinal sectional view of a center coordinate measuring target according to another embodiment of the present invention.
【図13】本発明の他の実施例における中心座標測定用
ターゲットの使用状態を示す説明図である。FIG. 13 is an explanatory diagram showing a use state of a center coordinate measuring target according to another embodiment of the present invention.
【図14】図11におけるC矢視図である。FIG. 14 is a view taken in the direction of the arrow C in FIG. 11;
【図15】本発明の他の実施例における中心座標測定用
ターゲットを用いた測定方法を示す説明図である。FIG. 15 is an explanatory view showing a measuring method using a target for measuring center coordinates in another embodiment of the present invention.
【図16】図16におけるB部拡大図である。FIG. 16 is an enlarged view of a portion B in FIG.
【図17】本発明の他の実施例における中心座標測定用
ターゲットを用いた測定方法を示す説明図である。FIG. 17 is an explanatory diagram showing a measuring method using a target for measuring center coordinates in another embodiment of the present invention.
【図18】中心座標測定用ターゲットを用いた測定にお
ける測定ポイントを示す説明図である。FIG. 18 is an explanatory diagram showing measurement points in measurement using a target for central coordinate measurement.
【図19】従来例を示す説明図である。FIG. 19 is an explanatory diagram showing a conventional example.
10 中心座標測定用ターゲット 11 孔係合部 11a 端面 12 枠部 12a 枠体 12b 開口 12c 内側空間 12d 縁部 12f 端部 13 ターゲット本体 14 再帰反射面 15 孔中心対応座標 15a 十字線 15b 円形 16 マグネット 20 長尺部材 21 孔 30 測量機 θ 角度 P 測定ポイント DESCRIPTION OF SYMBOLS 10 Target for central coordinate measurement 11 Hole engaging part 11a End face 12 Frame part 12a Frame body 12b Opening 12c Inner space 12d Edge part 12f End part 13 Target main body 14 Retroreflective surface 15 Hole center corresponding coordinate 15a Cross line 15b Round 16 Magnet 20 Long member 21 Hole 30 Surveying instrument θ Angle P Measurement point
Claims (5)
間を測定するための測定用ターゲットであって、該測定
用ターゲットは、長尺部材に設けた前記孔と係合する孔
係合部及び前記孔の周縁部に当接する枠部を一体に形成
したターゲット本体と、前記孔中心対応指標を設けた再
帰反射面と、を備え、前記再帰反射面を前記孔係合部の
端面に前記孔周縁と面一となるように配設したことを特
徴とする中心座標測定用ターゲット。1. A measurement target for measuring a distance between the centers of holes provided at predetermined positions of a long member, wherein the measurement target is a hole target engaged with the holes provided on the long member. A target body integrally formed with a joint portion and a frame portion that abuts on a peripheral portion of the hole, and a retroreflective surface provided with the hole center correspondence index, and the retroreflective surface is an end surface of the hole engaging portion. A center coordinate measuring target disposed so as to be flush with the periphery of the hole.
間を測定するための測定用ターゲットであって、該測定
用ターゲットは、長尺部材に設けた前記孔と係合する孔
係合部及び前記孔の周縁部に当接する枠部を一体に形成
したターゲット本体と、前記孔中心対応指標を設けた再
帰反射面と、を備え、前記再帰反射面を前記孔係合部の
端面に前記孔周縁と所定角度で傾斜するように配設し、
前記孔中心対応指標は孔周縁面の水平線上に位置するこ
とを特徴とする中心座標測定用ターゲット。2. A measurement target for measuring a distance between the centers of holes provided at predetermined positions of a long member, wherein the measurement target is a hole engagement member that engages with the hole provided on the long member. A target body integrally formed with a joint portion and a frame portion that abuts on a peripheral portion of the hole, and a retroreflective surface provided with the hole center correspondence index, and the retroreflective surface is an end surface of the hole engaging portion. Disposed so as to be inclined at a predetermined angle with the periphery of the hole,
The center coordinate measuring target, wherein the hole center correspondence index is located on a horizontal line of a hole peripheral surface.
工程において作成された設計データに基づいて橋梁部材
を作成する工程と、前記作成された橋梁部材の測定デー
タを作成する工程と、該橋梁部材の測定データと前記設
計データの異同を決定する工程と、を備えた測定システ
ムに用いられるターゲットであって、該ターゲットは作
成された橋梁部材のボルト孔に配置し、測距測角儀で視
準し、中心における三次元座標を求めることを特徴とす
る橋梁部材を測定するための中心座標測定用ターゲッ
ト。A step of creating design data of the bridge member, a step of creating a bridge member based on the design data created in the step, a step of creating measurement data of the created bridge member, A step of determining the difference between the measured data of the bridge member and the design data, the target being arranged in a bolt hole of the created bridge member, A center coordinate measuring target for measuring a bridge member, wherein the target is three-dimensional coordinates at the center.
らなることを特徴とする請求項1,2,3いずれか記載
の中心座標測定用ターゲット。4. The center coordinate measuring target according to claim 1, wherein said retroreflective surface is formed of a reflective prism sheet.
以上配設された請求項1,2,3記載の中心座標測定用
ターゲット。5. The center coordinate measuring target according to claim 1, wherein at least one permanent magnet is provided in said frame portion.
Priority Applications (1)
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---|---|---|---|
JP21219096A JP3862324B2 (en) | 1996-07-24 | 1996-07-24 | Center coordinate measurement target and bridge member measurement method using center coordinate measurement target |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21219096A JP3862324B2 (en) | 1996-07-24 | 1996-07-24 | Center coordinate measurement target and bridge member measurement method using center coordinate measurement target |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH1038573A true JPH1038573A (en) | 1998-02-13 |
JP3862324B2 JP3862324B2 (en) | 2006-12-27 |
Family
ID=16618422
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