JP2909808B2 - Automatic measuring device for long structures such as bridge box girder - Google Patents
Automatic measuring device for long structures such as bridge box girderInfo
- Publication number
- JP2909808B2 JP2909808B2 JP14672696A JP14672696A JP2909808B2 JP 2909808 B2 JP2909808 B2 JP 2909808B2 JP 14672696 A JP14672696 A JP 14672696A JP 14672696 A JP14672696 A JP 14672696A JP 2909808 B2 JP2909808 B2 JP 2909808B2
- Authority
- JP
- Japan
- Prior art keywords
- measurement
- measured
- target
- box girder
- measuring device
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Measurement Of Optical Distance (AREA)
- Length Measuring Devices By Optical Means (AREA)
Description
【0001】[0001]
【発明の属する技術分野】 本発明は、例えば橋梁を構
成する長尺箱桁,鈑桁の所要計測部位の三次元座標を自
動計測する装置の技術分野に属するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention belongs to the technical field of an apparatus for automatically measuring three-dimensional coordinates of a required measuring portion of a long box girder or a sheet girder constituting a bridge, for example.
【0002】[0002]
【従来の技術】 従来、この種の計測装置としては、
「第4回ロボットシンポジウム論文集の三次元空間自動
測量システムの開発」に記載されているように、三脚を
備えた整準台上に、ズームレンズ付き画像取り込み用C
CDカメラ,赤外線パルスディスプレイ方式の光波測距
計、水平・高度角駆動用サーボモータ、計測ターゲット
探照用ライト、フレームの傾斜検出センサー、電源,制
御・通信ケーブルを備えた計測機本体と、コマンド入
力、座標入力、機器制御、データ表示、記録を行う全体
制御用パソコン、自動視準用の画像処理装置、手動操作
用のローカルコントローラ、電線・通信ケーブルを備え
たコントロールユニットとを搭載したものによって構成
されている。2. Description of the Related Art Conventionally, as this type of measuring device,
As described in "Development of an Automatic Surveying System for 3D Space in the 4th Robot Symposium," a C / C for capturing images with a zoom lens on a leveling table equipped with a tripod
A measuring instrument equipped with a CD camera, an infrared pulse display-type lightwave range finder, a servomotor for driving the horizontal and altitude angles, a light for searching the target to be measured, a frame tilt detection sensor, a power supply, a control / communication cable, Consists of a personal computer for overall control of input, coordinate input, device control, data display, and recording, an image processing device for automatic collimation, a local controller for manual operation, and a control unit equipped with electric wires and communication cables. Have been.
【0003】この装置による自動視準原理について説明
すると、CCDカメラによってライトがオンの状態で標
的を含む一般画像Aを、同じくオフの状態で一般画像B
を輝度レベル8階調で画像処理装置に取り込むと、画像
処理1.により画像間A−Bの試算、ラベリング、図形
の選別、図心計算処理をして標的の選別を行い、画像C
のように標的だけを抽出する。つぎに標的図心と光軸を
一致させるよう水平角・高度角用サーボモータにフィー
ドバックがかけられる。そして、画像をズームインし、
ズーム、アイリス、フォーカスの自動調節後、画像処理
2.によって標的心の“ずれ量”△x,△yの検定を行
なう。検定結果Δx、Δyが1ドット以下の場合は、測
距・測角を行い、1ドットを越える場合は最初の“画像
取り込みA”に戻って再処理する。The principle of automatic collimation by this device will be described. A general image A including a target is turned on by a CCD camera and a general image B is turned off by a CCD camera.
Is input to the image processing apparatus at a luminance level of 8 gradations, the image processing 1. The target C is selected by performing a trial calculation, labeling, figure selection, and centroid calculation processing between images AB according to
Extract only the target as in Next, feedback is applied to the horizontal angle / altitude angle servomotor so that the target centroid and the optical axis coincide. Then zoom in on the image,
1. Image processing after automatic adjustment of zoom, iris and focus. The test of the "shift amount" △ x, △ y of the target heart is performed. If the test results Δx and Δy are 1 dot or less, distance measurement and angle measurement are performed. If the test results exceed 1 dot, the process returns to the first “image capture A” and is processed again.
【0004】測量方法としては、最初に初期設定として
標的位置を作業者が入力する必要がある。これにはイン
プット法とティーチング法の2通りの方法がある。イン
プット法は、標的位置が既知の場合に用い、測点位置座
標および計測順序、測定間隔、測定回数をあらかじめ全
体統括用パソコンに入力する。また、ティーチング法
は、標的位置が未知の場合に用い、ローカルコントロー
ラを用いて電動ズームレンズ付きCCDカメラを標的に
向け、表示モニタ内に入れ、測点No.、測定間隔およ
び測定回数を入力し、計測点の数だけ同様の手順を繰り
返す。これらの初期設定終了後、自動モード計測にする
と計測順序に従って、各測点を前述の方法で計測し、記
録するようにしたものである。(例えば、1994年7
月19〜20日に行われた「第4回ロボットシンポジウ
ム論文集」中「三次元空間自動測量システムの開発」、
特開平4−13919号公報、特公平2−228517
号公報参照)As a surveying method, an operator must first input a target position as an initial setting. There are two methods, input method and teaching method. The input method is used when the target position is known, and inputs the coordinates of the measurement point position, the measurement order, the measurement interval, and the number of measurements in advance to the personal computer for overall control. The teaching method is used when the target position is unknown. The CCD camera with the electric zoom lens is directed to the target using a local controller, and is placed in a display monitor. , The measurement interval and the number of measurements are input, and the same procedure is repeated for the number of measurement points. After the initial setting, when the automatic mode measurement is performed, each measurement point is measured and recorded according to the above-described method according to the measurement order. (For example, July 1994
"Development of 3D Spatial Automatic Surveying System" in "4th Robot Symposium Proceedings" held on March 19-20,
JP-A-4-13919, JP-B-2-228517
No.)
【0005】[0005]
【発明が解決しようとする課題】 このようなシステム
および装置によれば、建設現場で施工される構造躯体や
建築現場で組み立てられる型枠などの表面の精度を測定
するための建設現場における通り精度の測定は可能であ
るが、計測機本体を三脚を用いて自動視準部位に固定し
て行うため、例えば、橋梁を構成する長尺の鈑桁の左右
側面の所要計測個所に計測ターゲットを付設し、この計
測ターゲットを視準測定して精度を測定する場合には、
計測機本体を鈑桁の左右に動かし、その都度、手動操作
用のローカルコントローラを用いて計測機本体の位置制
御を行う必要があり、このことは多くの計測時間と労力
を要するなどの不都合がある。また、画像処理において
は、望遠鏡のズーム操作、ライトのオン、オフや演算処
理に時間がかかり計測時間短縮の障害となっている。According to such a system and apparatus, the accuracy of the construction site is measured for measuring the accuracy of the surface of a structural frame constructed at the construction site or a formwork assembled at the construction site. Measurement is possible, but since the measuring instrument body is fixed to the auto-collimation site using a tripod, for example, measurement targets are attached to required measurement locations on the left and right sides of a long sheet girder that constitutes a bridge. If you want to measure the accuracy by collimating this measurement target,
It is necessary to move the measuring machine body to the left and right of the sheet girder, and each time, it is necessary to control the position of the measuring machine body using a local controller for manual operation, which has the disadvantage of requiring a lot of measurement time and labor. . Further, in the image processing, the zoom operation of the telescope, the turning on / off of the light, and the calculation process take time, which is an obstacle to shortening the measurement time.
【0006】本発明の目的は、長尺被計測部材の前後端
面及び/又は左右両面の所要計測部位に付設した計測タ
ーゲットを、NC制御により自動、かつ連続的に計測し
被計測部材寸法の良否を判定しうる装置を提供すること
にある。An object of the present invention is to automatically and continuously measure a measurement target attached to a required measurement site on the front and rear end surfaces and / or both left and right surfaces of a long measuring member by NC control.
It is an object of the present invention to provide a device capable of determining the quality of a measured member .
【0007】[0007]
【課題を解決するための手段】 上記目的は、平滑な基
礎床版上に、両端面及び/又は左右側の所要計測部位に
計測ターゲットを着脱可能に付設した長尺橋梁箱桁など
の被計測部材を所定の位置に乗載セットする基準架台
と、該基準架台の前後に配置され、この基準架台の中心
軸線と直交する中心軸線をもつ2台の案内架台と、この
両案内架台に移動可能に設けられ、当該被計測部材の設
計値データを入力した制御盤によりNC制御されるとと
もに、被計測部材に付設した前記計測ターゲットを被計
測部材の一側方向より各別に視準計測して予め入力した
NCデータにより視準して各計測ターゲットに対する三
次元(X,Y,Z)座標を計算し制御盤に保管したの
ち、被計測部材の他側に移動し、上記同様に各計測ター
ゲットを被計測部材の他側方向より計測して三次元座標
を制御盤に保管しうるようにし、案内架台に設定せる2
位置計測点で停止しうるようにした移動可能な三次元自
動計測装置と、三次元自動計測装置が各計測ターゲット
を視準し、画像処理して得られた全ての三次元計測デー
タと、当該被計測部材がもつ予め入力された設計値デー
タとを比較演算し、被計測部材寸法の良否を判定すると
ともに、各三次元自動計測装置毎に設けられた制御盤と
からなることにより達成される。The object of the present invention is to measure a long bridge box girder or the like in which a measurement target is detachably attached to a required measurement site on both end faces and / or right and left sides on a smooth foundation slab. a reference frame which nono set member in position, is arranged before and after the reference frame, and two guide stand of having a central axis perpendicular to the center axis of the reference frame, movable in the two guide frame provided, the conjunction is NC controlled by a control panel which inputs a design value data of the measurement member, the total of the measurement target which is attached to the measuring member
The collimation was separately measured from one side of the measuring member and input in advance.
Collimated by NC data, three for each measurement target
Dimension (X, Y, Z) coordinates were calculated and stored in the control panel
Then, move to the other side of the member to be measured, and
Measure the get from the other side of the member to be measured and obtain 3D coordinates
Can be stored in the control panel and set on the guide stand 2
A movable three-dimensional automatic measurement device capable of stopping at a position measurement point, and the three-dimensional automatic measurement device collimates each measurement target, and all three-dimensional measurement data obtained by image processing, When a comparison operation is performed with design value data input in advance of the measured member to determine whether or not the measured member size is good or not.
Both control panels provided for each 3D automatic measurement device
Is achieved by consisting of
【0008】[0008]
【発明の実施の形態】 図面について本発明実施の形態
の詳細を説明する。図1は箱桁を自動計測する本発明装
置の実施例を示す斜視図、図2は図1の平面図、図3は
図2の側面図、図4は鈑桁を自動計測する他の実施例を
示す装置の平面図、図5は図4の側面図、図6は図4の
正面図である。Embodiments of the present invention will be described in detail with reference to the drawings. 1 is a perspective view showing an embodiment of the present invention device for automatically measuring a box girder, FIG. 2 is a plan view of FIG. 1, FIG. 3 is a side view of FIG. 2, and FIG. 5 is a side view of FIG. 4, and FIG. 6 is a front view of FIG.
【0009】図1〜図3について本発明の自動計測装置
の構成について説明する。1は、平滑な基礎床版2上に
適当な間隔を介して配置された基準架台で、該基準架台
1の所定の位置には、この基準架台1の中心軸線a−a
に沿うように、被計測対象物である橋梁構成用の長尺箱
桁3が乗載セットされる。前記基準架台1の中心軸線a
−aと直交する中心軸線b−bを持つ案内架台4が床版
2に配設設置され、この案内架台4に、当該箱桁3の設
計値データを予め入力した制御盤5によりNC制御され
るとともに、前記箱桁3の両側フランジ外面,仕口及び
箱桁3の両端部内面に設けた縦リブの外側端面の所要計
測個所に付設した計測ターゲット6、7、8を、各別に
三次元(X,Y,Z)座標を夫々視準計測し、かつ2位
置計測点c,dで停止しうるようにした三次元自動計測
装置9を移動可能に搭載する。The configuration of the automatic measuring device of the present invention will be described with reference to FIGS. Reference numeral 1 denotes a reference gantry arranged on a smooth foundation slab 2 at appropriate intervals, and at a predetermined position of the reference gantry 1, a center axis aa of the reference gantry 1
, The long box girder 3 for the bridge configuration, which is the object to be measured, is mounted and set. Center axis a of the reference base 1
A guide base 4 having a central axis bb perpendicular to -a is disposed and installed on the floor slab 2, and the guide base 4 is NC-controlled by a control panel 5 to which design value data of the box girder 3 is input in advance. At the same time, the measurement targets 6, 7, and 8 attached to required measurement locations on the outer surfaces of the flanges on both sides of the box girder, the outer ends of the connections and the inner ends of the longitudinal ends of the box girder at the both ends are separately three-dimensionally. A three-dimensional automatic measurement device 9 that collimates and measures (X, Y, Z) coordinates and can stop at two position measurement points c and d is movably mounted.
【0010】前記三次元自動計測装置9は、カラー画像
取り込み用CCDカメラ10)光波測距計11、水平軸
(NC駆動)12a、高度軸(NC駆動)12b、計測
ターゲット探照用ライト12c、制御・通信ケーブル
(図示略)などにより構成されるとともに、前記案内架
台4に対してスライド可能に搭載した角筒構造の架台1
3に対して昇降可能に設けられている。尚、前記架台1
3の下にはサーボモータ(図示略)により正・逆移動す
るスクリュウ軸(図示略)が設置されており、案内架台
4に対して前記制御盤5に予め入力された当該箱桁3の
設計値データに基づくNC制御によりスライド移動し、
前記2位置の計測点c,dで確実に停止するように構成
されている。The three-dimensional automatic measuring device 9 includes a CCD camera 10 for capturing a color image 10) a light wave range finder 11, a horizontal axis (NC drive) 12a, an altitude axis (NC drive) 12b, a light 12c for searching a measurement target, A gantry 1 having a rectangular tube structure, which is constituted by a control / communication cable (not shown) and slidably mounted on the guide gantry 4.
3 is provided so as to be able to move up and down. The gantry 1
A screw shaft (not shown) which is moved forward and backward by a servomotor (not shown) is installed under 3, and a design of the box girder 3 previously input to the control panel 5 with respect to the guide base 4. Sliding movement by NC control based on value data,
It is configured to stop reliably at the two measurement points c and d.
【0011】前記計測ターゲット6は、箱桁3を構成す
る左右ウェブ3aの外側両端上下の任意の測定個所に着
脱自在にとりつけられる。この取付手段としては図1に
示されているように、合い隣れる箱桁3をスプライスに
より連結するために設けられている連結用孔3bを利用
するか、或は図示してないが、計測用ターゲット6をマ
グネットを埋設した吸着体(図示略)にとりつけ、この
吸着体をウェブ3aの任意個所に吸着させる。又前記計
測ターゲット6は図1に示すように、箱桁3を構成する
上下のフランジ3cの両端部外側端にもとりつける。又
特に図示してないが、前記計測ターゲット6,7,8
は、正方形状の基板の表面に、カラー画像取り込み用の
赤色図形表示部の内側に、正方形状の再帰性反射板部を
設けたシール構造の白色表示板を貼着したもので、吸着
体に白色表面板と一致するけ書線を刻設し、このけ書線
をウェブ3aに設けたけ書線と一致させ、計測ターゲッ
トの取付け位置決めをするものであり、このことは本件
特許出願人の出願に係る特願平7−39198号に示す
ものと同一構成であるので、その作用効果についての詳
細な説明は省略する。The measuring target 6 is detachably attached to arbitrary measuring points on the upper and lower outer ends of the left and right webs 3a constituting the box girder 3. As shown in FIG. 1, the attachment means may use a connection hole 3b provided for connecting adjacent box girders 3 by a splice, or a measurement hole (not shown). The target 6 is attached to an adsorbent (not shown) in which a magnet is embedded, and the adsorbent is adsorbed to an arbitrary portion of the web 3a. As shown in FIG. 1, the measurement target 6 is also attached to the outer ends of both ends of the upper and lower flanges 3c constituting the box girder 3. Although not particularly shown, the measurement targets 6, 7, 8
Is a sticker with a white display plate with a seal structure with a square retroreflective plate inside the red figure display for color image capture on the surface of a square substrate. A marking line corresponding to the white surface plate is engraved, the marking line is matched with the marking line provided on the web 3a, and the measurement target is mounted and positioned. Since the configuration is the same as that shown in Japanese Patent Application No. 7-39198, detailed description of its operation and effect is omitted.
【0012】計測ターゲット7は、前記箱桁3を構成す
るウェブ3aの左右外側所要個所に設けた仕口3dのフ
ランジ3eに着脱自在にとりつけられる。即ち、フラン
ジ3eの外側縁部に設けられた連結用孔3fに前述と同
様な手段で装着される。The measurement target 7 is detachably attached to a flange 3e of a connection 3d provided at required locations on the left and right sides of the web 3a constituting the box girder 3. That is, the flange 3e is attached to the connection hole 3f provided on the outer edge portion by the same means as described above.
【0013】計測ターゲット8は、箱桁3を構成する前
記フランジ3cの両端部内面に設けた縦リブ3gの外側
端面に着脱自在にとりつけられる。The measurement target 8 is detachably attached to the outer end surface of a vertical rib 3g provided on the inner surface of both ends of the flange 3c constituting the box girder 3.
【0014】図4〜図6は、前述の箱桁3に代えて鈑桁
21を自動連続的に計測する状態を示しており、前記基
準架台1上の所定位置に鈑桁21が乗載セットされる。
当該鈑桁21の両側面の所要計測個所に付設した計測タ
ーゲット22,23,24を、前記三次元自動計測装置
9により各別に三次X,Y,Z座標を視準計測するもの
である。FIGS. 4 to 6 show a state in which the sheet girder 21 is automatically and continuously measured in place of the box girder 3 described above. The plate girder 21 is mounted on a predetermined position on the reference stand 1. .
The three-dimensional automatic measuring device 9 collimates and measures tertiary X, Y, and Z coordinates of measurement targets 22, 23, and 24 attached to required measurement locations on both side surfaces of the sheet girder 21.
【0015】計測ターゲット22は、鈑桁21を構成す
る上下フランジ21aの前後端左右及びスティフナー2
1bの取り付け位置に対応するフランジ21a部に着脱
自在に配設される。計測ターゲット23は、鈑桁21を
構成するフランジ21a,ウェブ21cの前後端部に設
けた連結用孔(図示略)に着脱可能に付設される。又計
測ターゲット24は、鈑桁21を構成するスティフナー
21bに形成した対傾構取り付け孔(図示略)に着脱可
能に付設される。尚、この計測ターゲット22,23,
24は、前述した箱桁3の計測ターゲット6,7,8と
同様構成であるので、詳細な説明は省略する。The measuring target 22 includes front and rear ends of the upper and lower flanges 21a constituting the sheet girder 21 and the stiffener 2.
1b is detachably provided on the flange 21a corresponding to the mounting position of 1b. The measurement target 23 is detachably attached to a connection hole (not shown) provided at the front and rear ends of the flange 21 a and the web 21 c constituting the sheet girder 21. The measurement target 24 is removably attached to a pair of inclined mounting holes (not shown) formed in the stiffener 21b of the sheet girder 21. The measurement targets 22, 23,
24 has the same configuration as the measurement targets 6, 7, and 8 of the box girder 3 described above, and a detailed description thereof will be omitted.
【0016】[0016]
【計測作用の説明】 次に、図1〜図3に示した実施例
に基いて計測方法を説明する。平行した両案内架台4間
に設けた基準架台1上の所定位置に、これの中心軸線a
−aに沿うように両側面の所定計測部位、詳しくは、箱
桁3の各端部,箱桁3を構成するフランジ3cの前後端
に夫々計測ターゲット6、7、8を着脱自在に付設した
箱桁3を乗載セットする第1工程、夫々の制御盤5に予
め入力された当該箱桁3の設計値データに基くNC制御
により、前記基準架台1の中心軸線a−aと直交する方
向、即ち、前記両案内架台4に沿って三次元自動計測装
置9を全ての計測ターゲット6、7、8が視準しうる位
置、つまり計測点cまで夫々移動し停止させる第2工
程、計測点cで停止された両三次元自動計測装置9によ
り箱桁3の計測位置の読み込みを行ったのち、箱桁3に
設定されたNo.1計測ターゲット6を視準画像処理
し、自動計測フローチャートに従って箱桁3のNo.1
計測点を測定し、更に続いてNo.2〜No.nの計測
ターゲット6、7、8を視準計測し、箱桁3の片側及び
両端部に設定した全ての計測部位データを保管する第3
工程、制御盤5に入力された当該箱桁3の設計値データ
に基づくNC制御により、両三次元自動計測装置9を箱
桁3の反対側に付設した全ての計測ターゲット6、7、
8が視準しうる位置、つまり計測点dまで移動し停止さ
る第4工程計測点dで停止された両三次元自動計測装置
9により箱桁3の計測位置の読み込みを行ったのち、第
3工程と同様の操作で計測ターゲット6、7、8を定め
られた順序で順次視準計測し、全ての計測データを保管
する第5行程、制御盤5に予め入力されている当該箱桁
3の設計値データと、実際の計測データとを比較演算
し、各計測部位の夫々のデータの誤差が許容範囲にあれ
ば良と判定し、それ以外の場合は、警報を発する第6行
程、とからなるものである。尚、自動計測フローチャー
トに沿ってカラー画像処理装置による自動計測方法は、
先願である特願平7−39198号と同様であるので、
詳細な説明は省略する。[Explanation of Measurement Operation] Next, a measurement method will be described based on the embodiment shown in FIGS. At a predetermined position on the reference gantry 1 provided between the two parallel guide gantry 4, its center axis a
Measurement targets 6, 7, 8 are removably attached to predetermined measurement sites on both sides, specifically, at each end of the box girder 3 and the front and rear ends of the flange 3c constituting the box girder 3 so as to follow -a. The first step of loading and setting the box girder 3, a direction orthogonal to the central axis a-a of the reference base 1 by NC control based on design value data of the box girder 3 previously input to each control panel 5. That is, the second step of moving and stopping the three-dimensional automatic measuring device 9 to the position where all the measurement targets 6, 7, 8 can collimate along the two guide frames 4, that is, the measurement point c. After the measurement positions of the box girder 3 are read by both the three-dimensional automatic measuring devices 9 stopped at c, the No. set for the box girder 3 is read. 1 collimation image processing of the measurement target 6 and the box girder No. 3 according to the automatic measurement flowchart. 1
The measurement points were measured. 2-No. n collimating measurement of the measurement targets 6, 7, and 8 and storing all measurement site data set on one side and both ends of the box girder 3;
By the NC control based on the process and the design value data of the box girder 3 input to the control panel 5, all the measurement targets 6, 7, 7, and 6 with both the three-dimensional automatic measuring devices 9 attached to the opposite side of the box girder 3
After the reading of the measurement position of the box girder 3 by the two three-dimensional automatic measuring devices 9 stopped at the position where the collimator 8 can collimate, that is, at the fourth process measurement point d which moves to the measurement point d and then stops, In the same operation as the process, the measurement targets 6, 7, 8 are sequentially collimated and measured in a predetermined order, and a fifth step of storing all the measurement data is performed. The comparison between the design value data and the actual measurement data is performed. If the error of each data of each measurement part is within the allowable range, it is determined to be good. Otherwise, the sixth step of issuing an alarm is performed. It becomes. The automatic measurement method by the color image processing device according to the automatic measurement flowchart is as follows.
Since it is the same as Japanese Patent Application No. 7-39198, which is the earlier application,
Detailed description is omitted.
【0017】図4〜図6に示す鈑桁21の計測方法は、
前述した箱桁3の計測方法と略同一であるので、詳細な
説明は省略する。尚、この鈑桁21の計測は、2個の案
内架台4に設置されている三次元自動計測装置9の何れ
か一方を使用すればよいが、双方の使用により更に計測
精度の向上が図れる。The method of measuring the sheet girder 21 shown in FIGS.
Since it is substantially the same as the measuring method of the box girder 3 described above, detailed description is omitted. The measurement of the sheet girder 21 may be performed by using any one of the three-dimensional automatic measuring devices 9 installed on the two guide stands 4, but the measurement accuracy can be further improved by using both.
【0018】[0018]
【発明の効果】 上述のように本発明の構成によれば、
次のような効果が得られる。 (a)平滑な基礎床版上に、橋架を構成する長尺箱桁,
鈑桁のような被計測部材を中心軸線にそうように乗載セ
ットする基準架台と、この基準架台の中心軸線と直交す
る中心軸線を持つ案内架台を、基準架台を挟むように前
後に配設し、この両案内架台に被計測部材の設計値デー
タを入力した制御盤によりNC制御されるとともに、被
計測部材の両面所要個所に付設した計測ターゲットを各
別に視準計測する2位置計測点で停止しうる三次元自動
計測装置を夫々搭載したことにより、自動連続的に前記
計測ターゲット、即ち、被計測部材の所要個所の測距計
測がなし得られるとともに、制御盤に予め入力された当
該被計測部材の設計値データと実際の計測データとを比
較演算し、被計測部材の良否の判定が自動的に行え、こ
の集積された計測データを、従来工場で行われていた橋
梁の仮組立作業に代行させることができる。 (b)基準架台の前後に三次元自動計測装置を搭載した
案内架台が配設されているので、箱桁の両端面スティフ
ナー部に付設されている計測ターゲットの視準計測が適
確になし得られる。(c)鈑桁の計測に当たっては、何
れか一方の三次元自動計測装置を使用すれば足りるし、
又双方の使用により更に一層計測精度の向上が図れる。According to the configuration of the present invention as described above,
The following effects can be obtained. (A) A long box girder forming a bridge on a smooth foundation slab,
A reference pedestal on which a member to be measured such as a sheet girder is mounted so as to be mounted on the central axis, and a guide pedestal having a central axis orthogonal to the central axis of the reference pedestal are arranged in front and rear so as to sandwich the reference pedestal. NC control is performed by a control panel that inputs design value data of the member to be measured to both guide frames, and stops at two position measurement points for collimating measurement of measurement targets attached to required portions on both sides of the member to be measured. Each of the three-dimensional automatic measuring devices capable of performing the measurement, the measurement target, that is, the distance measurement of a required portion of the measured member can be continuously performed, and the measurement target previously input to the control panel is measured. Comparing the design value data of the members with the actual measurement data, it can automatically judge the quality of the member to be measured, and this integrated measurement data can be used for the temporary assembly work of the bridge previously performed at the factory. It is possible to row. (B) Since the guide stand equipped with the three-dimensional automatic measuring device is provided before and after the reference stand, collimation measurement of the measurement targets attached to the stiffeners on both end faces of the box girder can be accurately performed. Can be (C) When measuring the sheet girder, it is sufficient to use one of the three-dimensional automatic measuring devices.
Further, the use of both can further improve the measurement accuracy.
【図1】 箱桁を自動計測する本発明装置の実施例を示
す斜視図である。FIG. 1 is a perspective view showing an embodiment of an apparatus of the present invention for automatically measuring a box girder.
【図2】 図1の平面図である。FIG. 2 is a plan view of FIG.
【図3】 図2の側面図である。FIG. 3 is a side view of FIG. 2;
【図4】 鈑桁を自動計測する他の実施例を示す装置の
平面図である。FIG. 4 is a plan view of an apparatus for automatically measuring a sheet girder according to another embodiment.
【図5】 図4の側面図である。FIG. 5 is a side view of FIG. 4;
【図6】 図4の正面図である。FIG. 6 is a front view of FIG. 4;
1 基準架台 2 基礎床版 3 箱桁 3a ウェブ 3b 連結用孔 3c フランジ 3d 仕口フランジ 3e 仕口フランジ 3f 連結用孔 3g 縦リブ 4 案内架台 5 制御盤 6 計測ターゲット 7 計測ターゲット 8 計測ターゲット 9 三次元自動計測装置 10 CCDカメラ 11 光波測距計 12a 水平軸(NC駆動) 12b 高度軸(NC駆動) 12c 計測用ターゲット探照用ライト 13 基台 21 鈑桁 21a フランジ 21b スティフナー 21c ウェブ 22 計測ターゲット 23 計測ターゲット 24 計測ターゲット DESCRIPTION OF SYMBOLS 1 Reference stand 2 Base floor slab 3 Box girder 3a Web 3b Connection hole 3c Flange 3d Connection flange 3e Connection flange 3f Connection hole 3g Vertical rib 4 Guide base 5 Control panel 6 Measurement target 7 Measurement target 8 Measurement target 9 Tertiary Original automatic measuring device 10 CCD camera 11 Lightwave range finder 12a Horizontal axis (NC drive) 12b Altitude axis (NC drive) 12c Target search light for measurement 13 Base 21 Sheet girder 21a Flange 21b Stiffener 21c Web 22 Measurement target 23 Measurement Target 24 Measurement target
───────────────────────────────────────────────────── フロントページの続き (72)発明者 磯久 和之 千葉県野田市二ツ塚118番地 川崎重工 業株式会社野田工場内 (56)参考文献 特開 平3−31715(JP,A) 特開 平3−170812(JP,A) (58)調査した分野(Int.Cl.6,DB名) G01C 15/00 - 15/14 G01B 11/00 - 11/30 102 G01C 3/06 ──────────────────────────────────────────────────続 き Continuation of the front page (72) Inventor Kazuyuki Isohisa 118, Futatsuka, Noda-shi, Chiba Pref. Noda Plant, Kawasaki Heavy Industries, Ltd. (56) References JP-A-3-31715 (JP, A) JP-A Heisei 3-170812 (JP, A) (58) Fields investigated (Int. Cl. 6 , DB name) G01C 15/00-15/14 G01B 11/00-11/30 102 G01C 3/06
Claims (1)
左右側の所要計測部位に計測ターゲットを着脱可能に付
設した長尺橋梁箱桁などの被計測部材を所定の位置に乗
載セットする基準架台と、 該基準架台の前後に配置され、この基準架台の中心軸線
と直交する中心軸線をもつ2台の案内架台と、 この両案内架台に移動可能に設けられ、当該被計測部材
の設計値データを入力した制御盤によりNC制御される
とともに、被計測部材に付設した前記計測ターゲットを
被計測部材の一側方向より各別に視準計測して予め入力
したNCデータにより視準して各計測ターゲットに対す
る三次元(X,Y,Z)座標を計算し制御盤に保管した
のち、被計測部材の他側に移動し、上記同様に各計測タ
ーゲットを被計測部材の他側方向より計測して三次元座
標を制御盤に保管しうるようにし、案内架台に設定せる
2位置計測点で停止しうるようにした移動可能な三次元
自動計測装置と、 三次元自動計測装置が各計測ターゲットを視準し、画像
処理して得られた全ての三次元計測データと、当該被計
測部材がもつ予め入力された設計値データとを比較演算
し、被計測部材寸法の良否を判定するとともに、各三次
元自動計測装置毎に設けられた制御盤とからなることを
特徴とする橋梁箱桁など長尺構造物の自動計測装置。1. A member to be measured such as a long bridge box girder having a measurement target detachably attached to a required measurement site on both end surfaces and / or left and right sides on a smooth foundation slab is mounted on a predetermined position. a reference frame which set to, disposed before and after the reference frame, and two guide stand of having a central axis perpendicular to the center axis of the reference frame, movable in the two guide frame, the object to be measured member NC control is performed by the control panel that inputs the design value data of
Collimated measurement separately from one side of the member to be measured and input in advance
For each measurement target collimated by the NC data
3D (X, Y, Z) coordinates calculated and stored in the control panel
Then, move to the other side of the member to be measured, and
The target is measured from the other side of the member to be measured.
A movable three-dimensional automatic measuring device that can store the target in the control panel and can stop at the two-position measuring point set on the guide stand, and the three-dimensional automatic measuring device collimates each measurement target. Comparing all three-dimensional measurement data obtained by image processing with pre-input design value data of the member to be measured
An automatic measuring device for a long structure such as a bridge box girder , which determines whether the dimensions of a member to be measured are good or not and comprises a control panel provided for each three-dimensional automatic measuring device.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14672696A JP2909808B2 (en) | 1996-05-15 | 1996-05-15 | Automatic measuring device for long structures such as bridge box girder |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14672696A JP2909808B2 (en) | 1996-05-15 | 1996-05-15 | Automatic measuring device for long structures such as bridge box girder |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH09304069A JPH09304069A (en) | 1997-11-28 |
JP2909808B2 true JP2909808B2 (en) | 1999-06-23 |
Family
ID=15414189
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14672696A Expired - Fee Related JP2909808B2 (en) | 1996-05-15 | 1996-05-15 | Automatic measuring device for long structures such as bridge box girder |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2909808B2 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6717113B2 (en) * | 2016-08-22 | 2020-07-01 | 株式会社Ihi | Observation device and observation method |
CN106839982A (en) * | 2017-03-02 | 2017-06-13 | 北京天恒长鹰科技股份有限公司 | A kind of truss positioner and localization method based on flexible frock |
CN115183673B (en) * | 2022-07-07 | 2024-06-21 | 湖南联智科技股份有限公司 | Method for detecting structural dimension of box girder end |
CN117268271B (en) * | 2023-11-23 | 2024-02-02 | 中交(长沙)建设有限公司 | Box girder measuring equipment and multifunctional box girder swivel device |
-
1996
- 1996-05-15 JP JP14672696A patent/JP2909808B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH09304069A (en) | 1997-11-28 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5528505A (en) | Position-marking method for a machine that measures in three dimensions, and apparatus for implementing the method | |
EP2972085B1 (en) | Method and apparatus for projection of bim information | |
US9057610B2 (en) | Robotic laser pointer apparatus and methods | |
US10365090B2 (en) | Imaging device and imaging method | |
US20020171821A1 (en) | Traversing laser locating system | |
EP0481278A1 (en) | Method and measuring device for locating points in space | |
CN112476395A (en) | Industrial robot-oriented three-dimensional vision scribing equipment and method | |
JP2002090144A (en) | Secular change monitoring system using automatic tracking total station and storage medium | |
JP2909808B2 (en) | Automatic measuring device for long structures such as bridge box girder | |
JP2983941B2 (en) | Measurement error correction method for 3D automatic measurement device | |
JP3498250B2 (en) | Automatic measuring device and method for long structures such as bridge girder | |
JP3480192B2 (en) | XY stage positioning device | |
JP2869740B2 (en) | Viaduct inspection device | |
US20130021618A1 (en) | Apparatus and method to indicate a specified position using two or more intersecting lasers lines | |
JPH08254409A (en) | Three-dimensional shape measuring and analyzing method | |
JPH11287651A (en) | Indoor positioning device | |
JPH1089957A (en) | Three-dimensional measuring method for structure member | |
JPH0694416A (en) | Rail displacement measuring device | |
JP2980509B2 (en) | Straightness measuring device | |
JP3319348B2 (en) | Distance measuring method and device | |
JPH09101151A (en) | Horizontal reference line measurement device for construction work, horizontal laser oscillation device and horizontal laser receiving device constituting the measurement device and intermediate marking device | |
JP2921938B2 (en) | Microscope apparatus and measuring method using this apparatus | |
JP2738964B2 (en) | Dimension measurement device for structural members | |
US20220155068A1 (en) | Tilt analysis system, tilt analysis method, storage medium storing tilt analysis program, and survey target device | |
JPH0372209A (en) | Measuring apparatus of displacement of rail |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |