JP2946186B2 - Horizontal member joining system and joining method - Google Patents
Horizontal member joining system and joining methodInfo
- Publication number
- JP2946186B2 JP2946186B2 JP14403095A JP14403095A JP2946186B2 JP 2946186 B2 JP2946186 B2 JP 2946186B2 JP 14403095 A JP14403095 A JP 14403095A JP 14403095 A JP14403095 A JP 14403095A JP 2946186 B2 JP2946186 B2 JP 2946186B2
- Authority
- JP
- Japan
- Prior art keywords
- members
- joining
- laser
- horizontal
- distance
- 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
- Bridges Or Land Bridges (AREA)
- Length Measuring Devices By Optical Means (AREA)
Description
【０００１】[0001]
【産業上の利用分野】本発明は、ほぼ水平に配された二
つの部材を接近させ、両部材の相対向する端部の接合を
する水平部材の接合システムおよび接合方法に関するも
のである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a horizontal member joining system and a joining method for bringing two members arranged substantially horizontally close to each other and joining opposite ends of both members.
【０００２】[0002]
【従来の技術】橋などの架設において、二つ橋桁を吊り
上げて空中で接合し、それらを接合した状態で橋脚上端
に横架させる場合がある。吊り上げた橋桁を接合作業
は、橋桁の橋軸方向とそれと直交する方向にトランシッ
トを配備し、橋桁の位置を測量しながら行われていた。2. Description of the Related Art In the construction of a bridge or the like, there is a case where two bridge girders are lifted up and joined in the air, and the two bridge girders are laid on the upper end of a pier in a joined state. The work of joining the suspended bridge girders was carried out while measuring the position of the bridge girders by deploying transits in the direction of the bridge axis of the bridge girder and in a direction perpendicular to the bridge girder.
【０００３】[0003]
【発明が解決しようとする問題点】前記した接合技術に
あっては、次のような問題点がある。 ＜イ＞ 橋桁の測量に時間がかかるため、橋桁の架設を
完了するまでに多大な時間を要する。 ＜ロ＞ 作業現場に風が吹いていると橋桁が揺れ動いて
しまう。この場合、トランシットの測量ではリアルタイ
ムで橋桁の位置を把握できないので、橋桁の接合作業が
非常に困難である。Problems to be Solved by the Invention There are the following problems in the above-mentioned joining technology. <B> Since it takes time to measure the bridge girder, it takes a lot of time to complete the installation of the bridge girder. <B> The bridge girder swings when wind is blowing at the work site. In this case, since the position of the bridge girder cannot be grasped in real time by transit surveying, the joining work of the bridge girder is very difficult.
【０００４】[0004]
【本発明の目的】本発明は以上の問題を解決するために
成されたもので、その目的とするところは、接合する部
材の状態を把握でき、接合作業が容易に行える水平部材
の接合システムおよび接合方法を提供することにある。SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and an object of the present invention is to make it possible to grasp the state of members to be joined and to easily join a horizontal member. And a joining method.
【０００５】[0005]
【問題点を解決するための手段】上記問題点を解決する
ための手段として本発明は、ほぼ水平に配された二つの
部材を接近させ、両部材の相対向する端部の接合を行う
接合システムであって、両部材に取り付けられ各部材の
傾度を検出する手段と、両部材間の距離を検出する手段
と、両部材間の水平軸の軸ずれ量を検出する手段と、前
記各手段から得られた検信号を入力して信号処理し、各
部材の傾度、両部材間の距離、両部材間の軸ズレ量を表
示する信号処理手段とにより構成する、水平部材の接合
システムである。また本発明は、ほぼ水平に配された二
つの部材を接近させ、両部材の相対向する端部の接合を
行う接合システムであって、両部材に取り付けられ各部
材の傾度を検出する傾斜計と、一方の部材に取り付けら
れたレーザスクリーンと、その他方の部材に取り付けら
れ前記レーザスクリーンへ向けてレーザを発射するレー
ザ発信機と、両部材間の距離を検出する距離計と、前記
レーザスクリーンへ照射されるレーザの照射状態を検出
するカメラと、前記傾斜計、距離計、およびカメラの検
出信号を入力して信号処理し、各部材の傾度、両部材間
の距離、両部材間の軸ズレ量を表示する信号処理装置と
により構成する、水平部材の接合システムである。また
本発明は、ほぼ水平に配された二つの部材を接近させ、
両部材の相対向する端部の接合を行う接合システムであ
って、各部材に少なくとも二つずつ取り付けられ、各部
材が接合された際に同一直線上に並ぶプリズムＡ群と、
各部材に少なくとも一つずつ取り付けられ、前記プリズ
ムＡ群の直線上より外れた位置に配置されるプリズムＢ
群と、各部材の外部に設置され前記プリズムのうち任意
のものとの距離を計測してプリズムの位置を三次元的に
測定可能なト−タルステ−ションとを具備し、前記測定
したデ−タよりプリズムＡ群が同一直線上に並ぶよう各
部材を移動させて行う、水平部材の接合システムであ
る。また本発明は、ほぼ水平に配された二つの部材を接
近させ、両部材の相対向する端部の接合を行う接合シス
テムであって、少なくともいずれか一方の部材の端部に
取り付けられ、その端部の上方、下方および両側方を映
すカメラを具備し、そのカメラの映像を確認しながら各
部材を移動させて行う、水平部材の接合システムであ
る。また本発明は、前記記載の水平部材の接合システム
において、前記接合システムの接合対象物は、ほぼ水平
に吊り下げられた二つの部材であることを特徴とする、
水平部材の接合システムである。また本発明は、前記記
載の水平部材の接合システムにおいて、前記接合対象と
なる部材は、長尺状の構造物であることを特徴とする、
水平部材の接合システムである。また本発明は、前記記
載の水平部材の接合システムにおいて、前記接合対象と
なる部材は、橋桁であることを特徴とする、水平部材の
接合システムである。また本発明は、ほぼ水平に配され
た二つの部材を接近させ、両部材の相対向する端部の接
合をする接合方法であって、一方の部材の端面を他方の
部材へ向けた鉛直面と平行とする第一工程と、他方の部
材を前記一方の部材へ接近させる第二工程と、他方の部
材の端面を前記一方の部材の端面と平行とする第三工程
と、両部材の軸線を合わせる第四工程とにより構成す
る、水平部材の接合方法である。また本発明は、ほぼ水
平に配された二つの部材を接近させ、両部材の相対向す
る端部の接合をする接合方法であって、両部材に各部材
の傾度を検出する傾斜計を取り付け、一方の部材にレー
ザスクリーンを取り付けると共に他方の部材にそのレー
ザスクリーンへ向けてレーザを発射するレーザ発信機を
取り付け、一方の部材に反射面を設ける共に他方の部材
にその反射面へ超音波を発し両部材間の距離を検出する
超音波距離計とその反射面へレーザを発し両部材間の距
離を検出するレーザ距離計を取り付け、前記レーザスク
リーンへ照射されるレーザの照射状態を検出するカメラ
を設置しておき、前記傾斜計の検出信号を確認しながら
一方の部材の端面を他方の部材へ向けた鉛直面と平行と
する第一工程と、前記超音波距離計およびレーザ距離計
の検出信号を確認しながら他方の部材を前記一方の部材
へ接近させる第二工程と、前記傾斜計の検出信号を確認
しながら他方の部材の端面を前記一方の部材の端面と平
行とする第三工程とし、前記カメラの検出信号を確認し
ながら両部材の軸線を合わせる第四工程とにより構成す
る、水平部材の接合方法である。また本発明は、前記記
載の水平部材の接合方法において、前記第一工程から第
四工程までを必要に応じて繰り返し行うことを特徴とす
る、水平部材の接合方法である。また本発明は、前記記
載の水平部材の接合方法において、前記第四工程終了
後、必要に応じて任意の工程を再度行うことを特徴とす
る、水平部材の接合方法である。また本発明は、ほぼ水
平に配された二つの部材を接近させ、両部材の相対向す
る端部の接合をする接合方法であって、各部材に少なく
とも二つずつ取り付けられ、各部材が接合された際に同
一直線上に並ぶプリズムＡ群と、各部材に少なくとも一
つずつ取り付けられ、前記プリズムＡ群の直線上より外
れた位置に配置されるプリズムＢ群と、各部材の外部に
設置され前記プリズムのうち任意のものとの距離を計測
してプリズムの位置を三次元的に測定可能なト−タルス
テ−ションとを具備し、両部材を接合する際、ト−タル
ステ−ションにより前記各プリズムへレ−ザを発射し、
そのレ−ザを反射させてプリズムの位置を三次元的に測
定し、前記測定したデ−タよりプリズムＡ群が同一直線
上に並ぶよう各部材を移動させて行う、水平部材の接合
方法である。また本発明は、ほぼ水平に配された二つの
部材を接近させ、両部材の相対向する端部の接合をする
接合方法であって、少なくとも一方の部材の端部に、そ
の下方、上方および両側方を映すカメラを設置し、接合
する際、それらのカメラの映像を確認しながら部材を移
動して行う、水平部材の接合方法である。また本発明
は、前記記載の水平部材の接合方法において、前記接合
対象となる部材はほぼ水平に吊り下げられた二つの部材
であることを特徴とする、水平部材の接合方法である。
また本発明は、前記記載の水平部材の接合方法におい
て、前記接合対象となる部材は長尺状の構造物であるこ
とを特徴とする、水平部材の接合方法である。更に本発
明は、前記記載の水平部材の接合方法において、前記接
合対象となる部材は橋桁であることを特徴とする、水平
部材の接合方法である。SUMMARY OF THE INVENTION As a means for solving the above-mentioned problems, the present invention relates to a joining method in which two substantially horizontally arranged members are brought close to each other, and the opposite ends of both members are joined. A system for detecting the inclination of each member attached to both members, a unit for detecting a distance between the two members, a unit for detecting an amount of deviation of a horizontal axis between the two members, and each of the units A horizontal member joining system comprising signal processing means for inputting a detection signal obtained from the above and processing the signals, and displaying the inclination of each member, the distance between the two members, and the amount of axial misalignment between the two members. . The present invention also relates to a joining system for bringing two members arranged substantially horizontally close to each other and joining opposing ends of the two members, the inclinometer being attached to the two members and detecting the inclination of each member. A laser screen attached to one member, a laser transmitter attached to the other member and emitting a laser toward the laser screen, a distance meter for detecting a distance between both members, and the laser screen A camera that detects the irradiation state of the laser irradiated to the camera, the inclinometer, a distance meter, and a detection signal of the camera are input and subjected to signal processing, the inclination of each member, the distance between both members, the axis between both members. This is a horizontal member joining system constituted by a signal processing device for displaying a displacement amount. Also, the present invention brings two members arranged substantially horizontally close together,
A joining system for joining opposing ends of both members, wherein at least two members are attached to each member, and a prism A group arranged on the same straight line when each member is joined,
Prism B attached to each member at least one by one and arranged at a position off the straight line of the group of prisms A
A group and a total station installed outside each member and capable of three-dimensionally measuring the position of the prism by measuring the distance between the prism and any one of the prisms. This is a horizontal member joining system in which each member is moved so that the prism A group is aligned on the same straight line. Further, the present invention is a joining system for bringing two members arranged substantially horizontally close to each other and joining opposite ends of both members, and is attached to an end of at least one of the members. This is a horizontal member joining system that includes a camera that projects the upper, lower, and both sides of the end, and moves each member while checking the image of the camera. Further, in the horizontal member joining system according to the present invention, the joining object of the joining system is two members suspended substantially horizontally,
It is a joining system of a horizontal member. Further, in the horizontal member joining system according to the present invention, the member to be joined is a long structure.
It is a joining system of a horizontal member. Further, the present invention is the horizontal member joining system, wherein in the horizontal member joining system described above, the member to be joined is a bridge girder. Further, the present invention is a joining method for joining two members arranged substantially horizontally to join opposite ends of both members, wherein a vertical surface in which the end surface of one member faces the other member. A first step of making the other member closer to the one member, a third step of making the end surface of the other member parallel to the end surface of the one member, and an axis of both members. And a fourth step of joining the horizontal members. The present invention is also a joining method for joining two members arranged substantially horizontally and joining opposing ends of both members, wherein an inclinometer for detecting the inclination of each member is attached to both members. Attach a laser screen to one member and attach a laser transmitter that emits laser toward the laser screen to the other member, provide a reflection surface on one member, and apply ultrasonic waves to the reflection surface on the other member. An ultrasonic range finder for detecting the distance between the two members and a laser range finder for detecting the distance between the two members by emitting a laser to a reflecting surface thereof, and a camera for detecting an irradiation state of the laser irradiated on the laser screen. A first step of checking the detection signal of the inclinometer and making the end face of one member parallel to the vertical surface facing the other member, and the ultrasonic range finder and the laser range finder. A second step of bringing the other member closer to the one member while checking the detection signal of the meter, and making the end surface of the other member parallel to the end surface of the one member while checking the detection signal of the inclinometer. The third step is a method of joining horizontal members, comprising the fourth step of adjusting the axes of both members while checking the detection signal of the camera. Further, the present invention is the method for joining horizontal members, wherein the first to fourth steps are repeated as necessary in the method for joining horizontal members described above. Further, the present invention is the method for joining horizontal members according to the above-described method, wherein after the fourth step, an optional step is performed again as needed. Further, the present invention is a joining method of joining two members arranged substantially horizontally and joining opposing ends of both members, wherein at least two members are attached to each member, and each member is joined. A group of prisms A that are aligned on the same straight line when they are performed, a group of prisms B that are attached to each member at least one by one, and are arranged at positions off the straight line of the group of prisms A, and installed outside each member. A total station for measuring the distance to any of the prisms to measure the position of the prism three-dimensionally, and when joining both members, the total station Launch a laser into each prism,
The horizontal member joining method is performed by reflecting the laser, measuring the position of the prism three-dimensionally, and moving each member so that the prism A group is aligned on the same straight line based on the measured data. is there. Further, the present invention is a joining method of joining two members arranged substantially horizontally and joining opposite ends of both members, wherein at least one of the ends has a lower part, an upper part, and a lower part. This is a method of joining horizontal members, in which, when cameras that project both sides are installed and joined, the members are moved while checking the images of those cameras. Further, the present invention is the method for joining horizontal members, wherein in the method for joining horizontal members described above, the members to be joined are two members suspended substantially horizontally.
Further, the present invention is the method for joining horizontal members, wherein the member to be joined is a long structure in the method for joining horizontal members described above. Further, the present invention is the method for joining horizontal members, wherein the member to be joined is a bridge girder.
【０００６】[0006]
【実施例１】以下、図面を参照しながら本発明の一実施
例について説明する。Embodiment 1 Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
【０００７】＜イ＞接合対象物（図１） 接合する対象物は、橋を構成する二つの橋桁１０、２０
である。この橋桁１０はクレーン３１により、橋桁２０
はクレーン３２によりそれぞれつ吊り下げられた状態で
あって、その吊り下げ状態で橋桁１０の端面１１と橋桁
２０の端面２１の接合が行われる。<A> Objects to be joined (FIG. 1) The objects to be joined are two bridge girders 10 and 20 constituting a bridge.
It is. The bridge girder 10 is connected to the bridge girder 20 by a crane 31.
Are suspended from each other by the crane 32, and the end surface 11 of the bridge girder 10 and the end surface 21 of the bridge girder 20 are joined in the suspended state.
【０００８】＜ロ＞橋桁の移動手段（図１） クレーン３１は、橋桁１０の移動手段であって、橋桁１
０の上下移動、水平移動および傾き姿勢の調整を任意に
行えるものを用いる。例えば、アーム３１１先端からロ
ープ３１２を介してほぼ水平で橋桁１０とほぼ平行に配
した吊天杆３１３を吊り下げ、その吊天杆３１３から四
本のロープ材３１４を介して橋桁を吊り下げて、アーム
３１１の伸縮、俯仰または旋回を任意に行え、ロープ材
３１４を伸縮自在な構造のものを用いる。アーム３１１
の伸縮、俯仰または旋回により橋桁１０を上下移動また
は水平移動させることができ、ロープ材３１４の長さを
調節することにより橋桁１０の傾き姿勢を調整できる。
クレーン３２も、クレーン３１同様に、橋桁２０の橋桁
１０の上下移動、水平移動および傾き姿勢の調整を任意
に行えるものを用いる。尚、橋桁１０、２０の移動手段
は前記クレーン３１、３２に限られるものではなく、橋
桁１０、２０の上下移動、水平移動および傾き姿勢の調
整を任意に行えるものであれば他のものを用いてもよ
い。<B> Means for moving bridge girder (FIG. 1) The crane 31 is a means for moving the bridge girder 10,
A device capable of arbitrarily adjusting the vertical movement, horizontal movement, and tilt posture of 0 is used. For example, a suspension girder 313 arranged substantially horizontally and substantially in parallel with the bridge girder 10 from the tip of the arm 311 via a rope 312 is hung, and the bridge girder is hung from the suspension girder 313 via four rope members 314. The arm 311 can be arbitrarily extended, retracted, raised, or swung, and the rope member 314 has a structure capable of being extended and retracted. Arm 311
The bridge girder 10 can be moved up and down or horizontally by expanding, contracting, raising or turning, and the inclination posture of the bridge girder 10 can be adjusted by adjusting the length of the rope material 314.
Like the crane 31, a crane 32 that can arbitrarily adjust the vertical movement, the horizontal movement, and the inclination posture of the bridge girder 10 of the bridge girder 20 is used. The means for moving the bridge girders 10 and 20 is not limited to the cranes 31 and 32, and any other means may be used as long as the bridge girders 10 and 20 can be arbitrarily moved up and down, horizontally moved, and adjusted in a tilted posture. You may.
【０００９】＜ハ＞接合システム（図２、図３） 接合システムは、ほぼ水平に配された二つの橋桁１０、
２０を接近させ、両橋桁１０、２０の相対向する端部の
接合を行うシステムであって、図２または図３に示すよ
うに、傾斜計４１、４２、レーザスクリーン４３ａ、４
３ｂ、レーザ発信機４４ａ、４４ｂ、カメラ４５ａ、４
５ｂ、反射板４６、超音波距離計４７、レーザ距離計４
８、信号処理装置４９により構成されている。以下、各
部について詳述する。<C> Joining system (FIGS. 2 and 3) The joining system is composed of two bridge girders 10 arranged substantially horizontally.
20 is a system for joining the opposite ends of both bridge girders 10 and 20 by approaching the inclinometers 41 and 42 and the laser screens 43a and 43a as shown in FIG. 2 or FIG.
3b, laser transmitters 44a, 44b, cameras 45a, 4
5b, reflector 46, ultrasonic distance meter 47, laser distance meter 4
8. It is composed of a signal processing device 49. Hereinafter, each part will be described in detail.
【００１０】（１）傾斜計（図２） 傾斜計４１、４２は、橋桁１０、２０の橋軸方向をＸ方
向、Ｘ方向と直交し水平となる方向をＹ方向、Ｘ方向と
直交し鉛直となる方向をＺ方向とすると、橋桁１０、２
０の端面１１、２１とＹ方向およびＺ方向と平行する面
（Ｙ−Ｚ面）とのなす角度（以下、傾度という）を計測
する計器である。その傾度がゼロであれば橋桁１０、２
０が水平であるということであり、その傾度を検出する
ことにより、橋桁１０、２０のＸ方向に直交する鉛直面
（Ｙ−Ｚ面）との角度のズレ、すなわち橋桁１０、２０
の傾度を把握することができる。傾斜計４１は橋桁１０
に取り付けられ、橋桁２０と対向する橋桁１０の端面１
１における傾度を計測できるようになっている。また、
傾斜計４２は橋桁２０に取り付けられ、橋桁１０と対向
する橋桁２０の端面２１における傾度を計測できるよう
になっている。(1) Inclinometers (FIG. 2) The inclinometers 41 and 42 are arranged so that the bridge axis direction of the bridge girders 10 and 20 is perpendicular to the X direction, the horizontal direction is horizontal to the Y direction, and the horizontal direction is perpendicular to the X direction. Is the Z direction, the bridge girders 10, 2
This is an instrument for measuring an angle (hereinafter, referred to as a gradient) between the 0 end faces 11, 21 and a plane (YZ plane) parallel to the Y direction and the Z direction. If the inclination is zero, the bridge girder 10, 2
0 means horizontal, and by detecting the inclination, the deviation of the angle between the bridge girders 10 and 20 and the vertical plane (YZ plane) orthogonal to the X direction, that is, the bridge girders 10 and 20.
Can be grasped. The inclinometer 41 is the bridge girder 10
And the end face 1 of the bridge girder 10 facing the bridge girder 20
1 can be measured. Also,
The inclinometer 42 is attached to the bridge girder 20 so that the inclination of the end face 21 of the bridge girder 20 facing the bridge girder 10 can be measured.
【００１１】（２）レーザ発信機・レーザスクリーン・
カメラ（図２、図３） 橋桁２０には、Ｘ方向と直交する方向に板状のレーザス
クリーン４３ａ、４３ｂがＸ方向に距離Ｌ隔てＹ方向に
距離Ｄ隔ててそれぞれ取り付けられ、またレーザスクリ
ーン４３ａ、４３ｂを撮像するカメラ４５ａ、４５ｂが
取り付けられている。一方、橋桁１０には、前記レーザ
スクリーン４３ａ、４３ｂへ向けてそれぞれレーザを平
行に発射するレーザ発信機４４ａ、４４ｂが取り付けら
れている。レーザスクリーン４３ａ、４３ｂとレーザ発
信機４４ａ、４４ｂの取付位置は、橋桁１０、２０の橋
軸が一直線上となったとき、レーザ発信機４４ａ、４４
ｂの発するレーザがレーザスクリーン４３ａ、４３ｂの
中心を照射する位置とする。 レーザスクリーン４３
ａ、４３ｂのレーザ照射位置をカメラ４５ａ、４５ｂで
検出することにより、橋桁１０、２０の橋軸同士が平行
であるときの橋軸距離のズレが把握することができる。
また、レーザスクリーン４３ａ、４３ｂのレーザ照射位
置のズレと距離Ｌとにより橋桁１０、２０の橋軸方向の
傾きズレも検出できる。即ち、図３に示すように、レー
ザスクリーン４３ａのレーザ照射位置をＰ1 （ｚ1 、ｙ
1 ）、レーザスクリーン４３ｂのレーザ照射位置をＰ2
（ｚ2 、ｙ2 ）とすると、次の二式により，Ｚ方向（上
方向）への傾きズレθz ，Ｙ方向（横方向）への傾きズ
レθy が算出できる。(2) Laser transmitter, laser screen,
Cameras (FIGS. 2 and 3) Plate-shaped laser screens 43a and 43b are attached to the bridge girder 20 in a direction orthogonal to the X direction at a distance L in the X direction and at a distance D in the Y direction. , 43b are attached. On the other hand, the bridge girders 10 are provided with laser transmitters 44a and 44b for emitting laser beams in parallel to the laser screens 43a and 43b, respectively. The mounting positions of the laser screens 43a and 43b and the laser transmitters 44a and 44b are such that when the bridge axes of the bridge girders 10 and 20 are on a straight line, the laser transmitters 44a and 44b
The position where the laser emitted from b irradiates the center of the laser screens 43a and 43b. Laser screen 43
By detecting the laser irradiation positions of a and 43b with the cameras 45a and 45b, the deviation of the bridge axis distance when the bridge axes of the bridge girders 10 and 20 are parallel can be grasped.
In addition, the deviation of the bridge girders 10 and 20 in the bridge axis direction can be detected from the deviation of the laser irradiation positions of the laser screens 43a and 43b and the distance L. That is, as shown in FIG. 3, the laser irradiation position of the laser screen 43a is set to P 1 (z 1 , y
1 ) The laser irradiation position of the laser screen 43b is set to P 2
Assuming that (z 2 , y 2 ), a tilt shift θz in the Z direction (upward) and a tilt shift θy in the Y direction (lateral direction) can be calculated by the following two equations.
【００１２】 [0012]
【００１３】尚、レーザスクリーン４３ａ、４３ｂおよ
びカメラ４５ａ、４５ｂを橋桁１０側に取り付け、レー
ザ発信機４４ａ、４４ｂを橋桁２０側に取り付ける場合
もある。更に、レーザスクリーン４３ａ、カメラ４５ａ
およびレーザ発信機４４ａ、若しくはレーザスクリーン
４３ｂ、カメラ４５ｂおよびレーザ発信機４４ｂのいず
れか一方のみを橋桁１０、２０に取り付けて、橋軸距離
を検出する場合もある。The laser screens 43a and 43b and the cameras 45a and 45b may be mounted on the bridge girder 10 and the laser transmitters 44a and 44b may be mounted on the bridge girder 20. Further, a laser screen 43a, a camera 45a
In some cases, only one of the laser transmitter 44a or the laser screen 43b, the camera 45b, and the laser transmitter 44b is attached to the bridge girders 10 and 20 to detect the bridge axis distance.
【００１４】（３）反射板・超音波距離計・レーザ距離
計（図２） 橋桁１０の端部付近には、端面１１にほぼ平行する反射
面を有する反射板４６が取り付けられている。橋桁２０
には、反射板４６へ超音波を発しその反射波を受けて橋
桁１０、２０間の距離を検出する超音波距離計４７が取
り付けられている。橋桁２０には、反射板４６へレーザ
を発しその反射光を受けて橋桁１０、２０間の距離を検
出するレーザ距離計４８が取り付けられている。超音波
の指向性はあまり鋭くないことから、超音波距離計４７
により橋桁１０、２０の橋軸が多少ずれていても、橋桁
１０、２０間の距離を検出することができる。また、レ
ーザは気温の違いなどにより進行速度が変化しないか
ら、レーザ距離計により橋桁１０、２０間の距離を精密
に検出することができる。尚、反射板４６を橋桁２０側
に取り付け、超音波距離計４７およびレーザ距離計４８
を橋桁１０側に取り付ける場合もある。(3) Reflector / Ultrasonic Rangefinder / Laser Rangefinder (FIG. 2) A reflector 46 having a reflective surface substantially parallel to the end face 11 is attached near the end of the bridge girder 10. Bridge girder 20
Is mounted with an ultrasonic range finder 47 which emits ultrasonic waves to the reflector 46 and receives the reflected waves to detect the distance between the bridge girders 10 and 20. The bridge girder 20 is provided with a laser distance meter 48 that emits a laser beam to the reflector 46 and receives the reflected light to detect the distance between the bridge girder 10 and 20. Since the directivity of the ultrasonic wave is not so sharp, the ultrasonic distance meter 47
Thus, even if the bridge axes of the bridge girders 10 and 20 are slightly shifted, the distance between the bridge girders 10 and 20 can be detected. In addition, since the traveling speed of the laser does not change due to a difference in temperature or the like, the distance between the bridge girders 10 and 20 can be accurately detected by the laser distance meter. The reflecting plate 46 is attached to the bridge girder 20 side, and the ultrasonic distance meter 47 and the laser distance meter 48 are used.
May be attached to the bridge girder 10 side.
【００１５】（４）信号処理装置（図４） 信号処理装置４９は、図４に示すように、傾斜計４１、
４２、超音波距離計４７、レーザ距離計４８およびカメ
ラ４５ａ、４５ｂの各検出信号を入力して信号処理し、
各橋桁１０、２０の傾度、橋桁１０、２０間の距離、橋
桁１０、２０間の軸ズレ量を表示する装置であり、例え
ば、ＣＰＵ４９１、画像処理機４９２、パソコン４９３
を具備したものが採用できる。その場合、信号処理装置
４９は、カメラ４５ａ、４５ｂの検出信号を画像処理機
４９２へ入力し、傾斜計４１、４２、超音波距離計４
７、レーザ距離計４８の検出信号を電流変換機４９４を
介してＣＰＵ４９１へ入力する構造とする。各橋桁１
０、２０の傾度、橋桁１０、２０間の距離、橋桁１０、
２０間の軸ズレ量はパソコン４９３のモニターに表示さ
れ、常時各計測データが把握できるようになっている。
この信号処理装置４９は、クレーン３２の操作室内に設
置しておけば、橋桁１０を所定位置に誘導した後、橋桁
２０の傾度、橋桁１０、２０間の距離、橋桁１０、２０
間の軸ズレ量の表示を見ながら、クレーン３２で橋桁２
０を所定位置へ容易に移動させることができる。尚、信
号処理装置４９は、クレーン３１の操作室内やその他の
場所に設置しても勿論良い。(4) Signal Processing Device (FIG. 4) The signal processing device 49 includes, as shown in FIG.
42, each of the detection signals of the ultrasonic rangefinder 47, the laser rangefinder 48 and the cameras 45a and 45b are input and processed.
It is a device that displays the inclination of each bridge girder 20, the distance between the bridge girder 10, 20, and the amount of axis deviation between the bridge girder 10, 20, and includes, for example, a CPU 491, an image processor 492, and a personal computer 493.
Can be employed. In this case, the signal processing device 49 inputs the detection signals of the cameras 45 a and 45 b to the image processor 492, and outputs the inclinometers 41 and 42 and the ultrasonic distance meter 4.
7. A structure in which a detection signal of the laser distance meter 48 is input to the CPU 491 via the current converter 494. Each bridge girder 1
0, 20 slope, distance between bridge girder 10, 20, bridge girder 10,
The amount of axis deviation between 20 is displayed on the monitor of the personal computer 493, so that each measurement data can be grasped at all times.
If the signal processor 49 is installed in the operation room of the crane 32, after guiding the bridge girder 10 to a predetermined position, the inclination of the bridge girder 20, the distance between the bridge girder 10, 20, the bridge girder 10, 20
While watching the display of the amount of misalignment between the bridges,
0 can be easily moved to a predetermined position. The signal processing device 49 may of course be installed in the operation room of the crane 31 or in another place.
【００１６】＜ニ＞接合方法 次に前記接合システムによる橋桁１０、２０の接合方法
について説明する。 （１）橋桁の傾度修正（図１、図５） まず、クレーン３１、３２を操作して、図１のように橋
桁１０、２０の端面１１、２１がある程度接近する位置
に来るまで、橋桁１０、２０を移動する。次に、信号処
理装置４９で橋桁１０の傾度データを確認しながら、ク
レーン３１を操作して橋桁１０の端面１１を橋桁２０へ
向けて鉛直とする。その場合のクレーン３１操作は、吊
天杆３１３と橋桁１０間のロープ３１４長を調節して行
えばよい。<D> Joining method Next, a joining method of the bridge girders 10 and 20 by the joining system will be described. (1) Correction of inclination of bridge girders (FIGS. 1 and 5) First, the cranes 31 and 32 are operated until the end faces 11 and 21 of the bridge girders 10 and 20 come to a position where they approach to some extent as shown in FIG. , 20 are moved. Next, the crane 31 is operated and the end surface 11 of the bridge girder 10 is turned vertically toward the bridge girder 20 while checking the inclination data of the bridge girder 10 with the signal processor 49. The operation of the crane 31 in that case may be performed by adjusting the length of the rope 314 between the suspension ceiling rod 313 and the bridge girder 10.
【００１７】（２）橋桁の接近移動（図５） クレーン３２を操作して、徐々に橋桁２０の端面２１を
橋桁１０の端面１１へ接近させる。その際、端面２１が
所定の位置まで接近すると、超音波距離計４７が端面１
１、２１間の距離を検出し、信号処理装置４９にその距
離が表示される。更に接近すると、レーザ距離計４８が
端面１１、２１間の距離を検出し、信号処理装置４９に
その正確な距離が表示される。それらの距離表示を見れ
ば橋桁１０、２０の距離が容易に把握できるから、それ
らの距離表示を見ながらクレーン３２を操作し、橋桁２
０を正確かつ迅速に接近させることができる。(2) Approach Movement of Bridge Girder (FIG. 5) The crane 32 is operated to gradually bring the end face 21 of the bridge girder closer to the end face 11 of the bridge girder 10. At this time, when the end face 21 approaches a predetermined position, the ultrasonic distance meter 47
The distance between 1 and 21 is detected, and the distance is displayed on the signal processing device 49. When the distance further approaches, the laser distance meter 48 detects the distance between the end faces 11 and 21, and the accurate distance is displayed on the signal processing device 49. By looking at the distance display, the distance between the bridge girders 10 and 20 can be easily grasped.
0 can be approached accurately and quickly.
【００１８】（３）橋桁の傾度修正（図６） そして、信号処理装置４９で橋桁２０の傾度データを確
認しながら、クレーン３１を操作して橋桁１０の端面１
１を橋桁２０へ向けて鉛直方向とする。その際、橋桁２
０の傾度データは信号処理装置４９に随時表示されるの
で容易に橋桁２０の傾度修正が行える。(3) Correction of inclination of bridge girder (FIG. 6) While confirming inclination data of bridge girder 20 by signal processing device 49, crane 31 is operated and end face 1 of bridge girder 10 is checked.
1 is the vertical direction toward the bridge girder 20. At that time, bridge girder 2
Since the inclination data of 0 is displayed on the signal processor 49 as needed, the inclination of the bridge girder 20 can be easily corrected.
【００１９】（４）橋軸合わせ（図７） クレーン３２を操作して、橋桁１０の橋軸延長上に橋桁
２０の橋軸が一致するように、橋桁２０を上下移動また
は水平移動させる。その際、橋桁１０のレーザ発信機４
４ａ、４４ｂから発射されたレーザが橋桁２０のレーザ
スクリーン４３ａ、４３ｂを照射し、カメラ４５ａ、４
５ｂを介してレーザ照射位置が検出され、その検出信号
より画像処理機４９２およびＣＰＵ４９１を介して信号
処置装置４９にレーザ照射位置が表示される。このた
め、レーザ照射位置、すなわち橋桁１０、２０の軸ズレ
量がクレーン３２を操作しながら把握できる。従って、
そのレーザ照射位置を見ながら、レーザがレーザスクリ
ーン４３ａ、４３ｂの中心を照射するようにクレーン３
２を操作し、容易に橋桁１０の橋軸と橋桁２０の橋軸を
同一直線上へ来るように、橋桁２０を誘導することがで
きる。(4) Bridge axle alignment (FIG. 7) The crane 32 is operated to move the bridge girder 20 vertically or horizontally so that the bridge axle of the bridge girder 20 coincides with the bridge axle extension of the bridge girder 10. At that time, the laser transmitter 4 of the bridge girder 10
Lasers emitted from 4a and 44b irradiate the laser screens 43a and 43b of the bridge girder 20 and the cameras 45a and 4b.
The laser irradiation position is detected via 5b, and based on the detection signal, the laser irradiation position is displayed on the signal processing device 49 via the image processor 492 and the CPU 491. For this reason, the laser irradiation position, that is, the axis shift amount of the bridge girders 10 and 20 can be grasped while operating the crane 32. Therefore,
While looking at the laser irradiation position, the crane 3 is set so that the laser irradiates the center of the laser screens 43a and 43b.
By operating the bridge 2, the bridge girder 20 can be easily guided so that the bridge axle of the bridge girder 10 and the bridge girder of the bridge girder 20 are on the same straight line.
【００２０】（５）工程の繰り返し 橋桁１０、２０の橋軸を合わせ終えた時、各橋桁１０、
２０の傾度がズレて、また橋桁１０、２０間が離れてし
まっていなければ、橋桁１０、２０の端面１１、２１が
接合作業が完了する。もし、各橋桁１０、２０の傾度が
ズレて、また橋桁１０、２０間が離れてしまってしまっ
た場合には、必要に応じて橋桁２０の接近移動、傾度修
正若しくは橋軸合わせの工程を行って、端面１１、２１
を接合しればよい。その際、橋桁２０の接近移動、傾度
修正若しくは橋軸合わせの工程を端面１１、２１が接合
できるまで順次繰り返してもよい。そして、端面１１、
２１を接合し、橋桁１０と橋桁２０を強固に連結した
ら、橋桁１０、２０を所定位置に載置して橋の架設が完
了する。(5) Repetition of the process When the bridge axes of the bridge girders 10 and 20 have been aligned, each bridge girder 10
If the inclination of 20 is not shifted and the bridge girders 10 and 20 are not separated from each other, the joining work of the end faces 11 and 21 of the bridge girders 10 and 20 is completed. If the inclination of each bridge girder 10 and 20 is shifted and the bridge girder 10 and 20 are separated from each other, a process of approaching the bridge girder 20, correcting the inclination or adjusting the bridge axis is performed as necessary. And end faces 11 and 21
May be joined. At this time, the process of approaching the bridge girder 20, correcting the inclination, or aligning the bridge axis may be sequentially repeated until the end faces 11 and 21 can be joined. And the end face 11,
When the bridge 21 and the bridge girder 10 and the bridge girder 20 are firmly connected to each other, the bridge girder 10, 20 is placed in a predetermined position, and the erection of the bridge is completed.
【００２１】[0021]
【実施例２】前記接合システムは、図８に示すように、
橋桁１０に取り付けた三つのプリズム５１、５２、５３
と、橋桁２０に取り付けた三つのプリズム５４、５５、
５６と、橋桁１０、２０の外部に設置したトータルステ
ーション６１〜６６とにより構成したものであってもよ
い。トータルステーション６１〜６６は、レーザを発射
し所定のプリズム５１〜５６での反射によって、プリズ
ム５１〜５６までの距離および角度を瞬時に計測する機
器である。プリズム５１、５２、５４、５５は、橋桁１
０、２０が接合された際に同一直線上に並ぶ位置にそれ
ぞれ配設、プリズム５３、５６はその直線上より外れた
位置に配設しておく。また、橋桁１０、２０に設置した
各プリズム５１〜５６を照準にして、それぞれトータル
ステーション６１〜６６からレーザを発射し反射させて
プリズム５１〜５６までの距離から各プリズム５１〜５
６における三次元座標値を算出できるようにしておく。
例えば、三次元座標値の算出方法は、各トータルステー
ション６１〜６６の検出信号をパソコン等からなる信号
処理装置６７（図示なし）へ入力し算出させることによ
り行えばよい。従って、この信号処理装置６７により、
常時、各三次元座標値が把握できるようなる。[Embodiment 2] As shown in FIG.
Three prisms 51, 52, 53 attached to the bridge girder 10
And three prisms 54, 55 attached to the bridge girder 20,
56 and the total stations 61 to 66 installed outside the bridge girders 10 and 20. The total stations 61 to 66 are devices that emit laser light and instantaneously measure the distance and angle to the prisms 51 to 56 by reflection at predetermined prisms 51 to 56. Prisms 51, 52, 54 and 55 are bridge bridge 1
When 0 and 20 are joined, they are respectively arranged at positions aligned on the same straight line, and the prisms 53 and 56 are arranged at positions deviated from the straight line. Further, while aiming at each of the prisms 51 to 56 installed on the bridge girders 10 and 20, a laser is emitted and reflected from the total stations 61 to 66, respectively, and the respective prisms 51 to 5 are determined based on the distance from the prisms 51 to 56.
6 so that the three-dimensional coordinate values can be calculated.
For example, the method of calculating the three-dimensional coordinate values may be performed by inputting the detection signals of the respective total stations 61 to 66 to a signal processing device 67 (not shown) composed of a personal computer or the like and calculating them. Therefore, by this signal processing device 67,
The three-dimensional coordinate values can be always grasped.
【００２２】次に、本実施例における接合方法について
説明する。まず、いずれか一方の橋桁、例えば橋桁１０
を所定位置に配置しておく。次に、橋桁２０を移動させ
て、プリズム５１、５２、５４、５５の三次元座標値を
確認しながら、各座標値が同一直線上に並ぶようにす
る。プリズム５１、５２、５４、５５が同一直線上へ並
んだら、プリズム５３、５６がその同一直線を含んだ同
一平面上に位置するように、橋桁２０を誘導する。その
橋桁２０の誘導が完了したら、橋桁２０を橋桁１０側へ
平行移動させて橋桁１０、２０の両端部を接合する。Next, the joining method in this embodiment will be described. First, either bridge girder, for example, bridge girder 10
At a predetermined position. Next, the bridge girder 20 is moved so that the coordinate values are aligned on the same straight line while checking the three-dimensional coordinate values of the prisms 51, 52, 54, 55. When the prisms 51, 52, 54, 55 are aligned on the same straight line, the bridge girder 20 is guided so that the prisms 53, 56 are located on the same plane including the same straight line. When the guidance of the bridge girder 20 is completed, the bridge girder 20 is moved in parallel to the bridge girder 10 side to join both ends of the bridge girder 10, 20.
【００２３】[0023]
【実施例３】前記接合システムにおいては、橋桁１０、
２０のいずれか一方または双方の端部に複数のカメラを
取り付けておく場合もある。例えば、図９に示すよう
に、橋桁２０の端部上面、両側面、下面にそれぞれ二つ
ずつ反対向きにＣＣＤカメラ７１〜７８を設置する。ま
た、橋桁２０の移動手段であるクレーンを操作しなが
ら、これらＣＣＤカメラ７１〜７８の映像が見れるよう
にしておく。このため、あらゆる方向の映像を見ること
により、橋桁２０の状態がより確実に把握できる。Embodiment 3 In the joining system, a bridge girder 10,
A plurality of cameras may be attached to one or both ends of the camera 20. For example, as shown in FIG. 9, two CCD cameras 71 to 78 are installed on the upper surface, both side surfaces, and the lower surface of the end of the bridge girder 20 in two opposite directions. In addition, while operating the crane which is the moving means of the bridge girder 20, the images of the CCD cameras 71 to 78 can be viewed. For this reason, the state of the bridge girder 20 can be grasped more reliably by viewing images in all directions.
【００２４】[0024]
【実施例４】前記接合方法または接合システムにおける
接合対象物は、前記橋桁１０、２０に限られるものでは
なく、その他のほぼ水平に配される長尺状構造物であっ
てもよい。Fourth Embodiment The object to be joined in the joining method or the joining system is not limited to the bridge girders 10 and 20, but may be any other elongated structure arranged substantially horizontally.
【００２５】[0025]
【発明の効果】本発明は以上説明したようになるから次
のような効果を得ることができる。 ＜イ＞ 両部材に各部材の傾度を検出する傾斜計を取り
付け、一方の部材にレーザスクリーンを取り付けると共
に他方の部材にそのレーザスクリーンへ向けてレーザを
発射するレーザ発信機を取り付け、一方の部材に距離計
を取り付け、前記レーザスクリーンへ照射されるレーザ
の照射状態を検出するカメラを設置しておき、信号処理
装置に傾斜計、距離計、カメラの各検出信号を入力して
信号処理した。このため、各部材の傾度、両部材間の距
離、両部材間の軸ズレ量を常時確認しながら、部材の移
動手段（クレーン）を操作することができる。従って、
両部材の端部同士の接合を容易、かつ確実に行える。 ＜ロ＞ 作業現場に風が吹き、接合すべき部材が多少揺
れ動いてしまっていても、各部材の傾度、両部材間の距
離、両部材間の軸ズレ量を常時把握できるから、両部材
の端部同士の接合が可能である。 ＜ハ＞ 各部材に少なくとも三つのプリズムを取り付
け、それらプリズムのうち任意のものとの距離を計測し
てプリズムの位置を三次元的に測定可能なトータルステ
ーションとを具備すれば、計測したデータより各部材の
状態を確認しながら各部材の移動が行えるから、両部材
の端部同士の接合を容易、かつ確実に行える。 また、
作業現場に風が吹き、接合すべき部材が多少揺れ動いて
しまっていても、各部材の状態が常時把握できるから、
両部材の端部同士の接合が可能である。 ＜ニ＞ 少なくともいずれか一方の部材の端部に取り付
け、その端部の上方、下方および両側方を映すカメラを
具備すれば、そのカメラの映像を確認しながら各部材の
移動が行えるから、両部材の端部同士の接合を容易、か
つ確実に行える。また、作業現場に風が吹き、接合すべ
き部材が多少揺れ動いてしまっていても、各部材の状態
が常時把握できるから、両部材の端部同士の接合が可能
である。As described above, the present invention has the following effects. <A> An inclinometer that detects the inclination of each member is attached to both members, a laser screen is attached to one member, and a laser transmitter that emits laser toward the laser screen is attached to the other member, and one member is attached. A camera for detecting the irradiation state of the laser beam radiated on the laser screen was installed in advance, and the detection signals of the inclinometer, the distance meter and the camera were input to the signal processing device to perform signal processing. Therefore, it is possible to operate the moving means (crane) of the members while constantly checking the inclination of each member, the distance between the two members, and the amount of axis deviation between the two members. Therefore,
The end portions of both members can be easily and reliably joined. <B> Even if the wind blows to the work site and the members to be joined are shaking slightly, the inclination of each member, the distance between both members, and the amount of axial misalignment between both members can always be grasped. End-to-end joining is possible. <C> At least three prisms are attached to each member, and a total station capable of three-dimensionally measuring the position of the prism by measuring the distance to any of the prisms is provided. Since each member can be moved while checking the state of the members, joining of the ends of both members can be performed easily and reliably. Also,
Even if the wind blows to the work site and the members to be joined are shaking slightly, the state of each member can always be grasped,
The joining of the ends of both members is possible. <D> If a camera is attached to the end of at least one of the members and the upper, lower, and both sides of the end are provided, each member can be moved while checking the image of the camera. The joining of the ends of the members can be performed easily and reliably. Further, even when the wind blows to the work site and the members to be joined are slightly shaking, the state of each member can be always grasped, so that the ends of both members can be joined.
【図１】 接合方法の説明図FIG. 1 is an illustration of a joining method.
【図２】 接合システムの説明図FIG. 2 is an explanatory view of a joining system.
【図３】 接合システムの説明図FIG. 3 is an explanatory view of a joining system.
【図４】 接合システムの説明図FIG. 4 is an explanatory view of a joining system.
【図５】 接合方法における接近移動工程の説明図FIG. 5 is an explanatory view of an approach moving step in the joining method.
【図６】 接合方法における傾度修正工程の説明図FIG. 6 is an explanatory view of a gradient correction step in the joining method.
【図７】 接合方法における軸合わせ工程の説明図FIG. 7 is an explanatory view of an axis alignment step in the joining method.
【図８】 実施例２の説明図FIG. 8 is an explanatory view of a second embodiment.
【図９】 実施例３の説明図FIG. 9 is an explanatory view of a third embodiment.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 近藤 高弘 東京都新宿区西新宿一丁目25番１号 大 成建設株式会社内 (72)発明者 子吉 信幸 東京都北区西ヶ原３−45−４ 川田工業 株式会社橋梁事業部内 (72)発明者 亀田 宏 東京都北区西ヶ原３−45−４ 川田工業 株式会社橋梁事業部内 (56)参考文献 特開 平８−120941（ＪＰ，Ａ) 特開 平８−209632（ＪＰ，Ａ) 特開 平４−140395（ＪＰ，Ａ) 特開 平２−13661（ＪＰ，Ａ) 特開 平７−216880（ＪＰ，Ａ) 特開 平８−72117（ＪＰ，Ａ) 実開 昭59−109906（ＪＰ，Ｕ) 特公 昭54−9904（ＪＰ，Ｂ２) (58)調査した分野(Int.Cl.6，ＤＢ名) E01D 21/00 G01B 11/00 G01B 11/26 G01C 9/00 G01C 15/00 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Takahiro Kondo 1-25-1, Nishishinjuku, Shinjuku-ku, Tokyo Taisei Construction Co., Ltd. (72) Inventor Nobuyuki Koyoshi 3-45-4 Nishigahara, Kita-ku, Tokyo Kawada Industries, Ltd. Bridge Division (72) Inventor Hiroshi Kameda 3-45-4, Nishigahara, Kita-ku, Tokyo Kawada Industries, Ltd. Bridge Division (56) References JP-A-8-120941 (JP, A) 8-209632 (JP, A) JP-A-4-140395 (JP, A) JP-A-2-13661 (JP, A) JP-A-7-216880 (JP, A) JP-A 8-72117 (JP, A A) Actual opening Sho 59-109906 (JP, U) Japanese Patent Publication No. 54-9904 (JP, B2) (58) Fields investigated (Int. Cl. 6 , DB name) E01D 21/00 G01B 11/00 G01B 11 / 26 G01C 9/00 G01C 15/00
Claims (16)
せ、両部材の相対向する端部の接合を行う接合システム
であって、 両部材に取り付けられ各部材の傾度を検出する手段と、 両部材間の距離を検出する手段と、 両部材間の水平軸の軸ずれ量を検出する手段と、 前記各手段から得られた検信号を入力して信号処理し、
各部材の傾度、両部材間の距離、両部材間の軸ズレ量を
表示する信号処理手段とにより構成する、 水平部材の接合システム。1. A joining system for bringing two substantially horizontally arranged members close to each other and joining opposing ends of the two members, the unit being attached to the two members and detecting a gradient of each member. Means for detecting the distance between the two members, means for detecting the amount of deviation of the horizontal axis between the two members, inputting a detection signal obtained from each of the means, and performing signal processing;
A horizontal member joining system, comprising signal processing means for displaying the inclination of each member, the distance between the two members, and the amount of axial deviation between the two members.
せ、両部材の相対向する端部の接合を行う接合システム
であって、 両部材に取り付けられ各部材の傾度を検出する傾斜計
と、 一方の部材に取り付けられたレーザスクリーンと、 その他方の部材に取り付けられ前記レーザスクリーンへ
向けてレーザを発射するレーザ発信機と、 両部材間の距離を検出する距離計と、 前記レーザスクリーンへ照射されるレーザの照射状態を
検出するカメラと、 前記傾斜計、距離計、およびカメラの検出信号を入力し
て信号処理し、各部材の傾度、両部材間の距離、両部材
間の軸ズレ量を表示する信号処理装置とにより構成す
る、 水平部材の接合システム。2. A joining system for bringing two members arranged substantially horizontally close to each other and joining opposite ends of the two members, wherein the inclinometer is attached to the two members and detects the inclination of each member. A laser screen attached to one member, a laser transmitter attached to the other member and emitting a laser toward the laser screen, a distance meter for detecting a distance between both members, and the laser screen A camera that detects the irradiation state of the laser irradiated to the inclinometer, a distance meter, and a detection signal of the camera are input and signal-processed, the inclination of each member, the distance between both members, the axis between both members A horizontal member joining system constituted by a signal processing device for displaying a displacement amount.
せ、両部材の相対向する端部の接合を行う接合システム
であって、各部材に少なくとも二つずつ取り付けられ、各部材が接
合された際に同一直線上に並ぶプリズムＡ群と、 各部材に少なくとも一つずつ取り付けられ、前記プリズ
ムＡ群の直線上より外れた位置に配置されるプリズムＢ
群と、 各部材の外部に設置され前記プリズムのうち任意のもの
との距離を計測してプリズムの位置を三次元的に測定可
能なト−タルステ−ションとを具備し、 前記測定したデ−タよりプリズムＡ群が同一直線上に並
ぶよう各部材を移動させて行う、水平部材の接合システ
ム。3. A joining system for bringing two substantially horizontally arranged members close to each other and joining opposing ends of the two members, wherein at least two members are attached to each member, and each member is joined.
The prism A group aligned on the same straight line when combined, and at least one is attached to each member,
Prism B arranged at a position off the straight line of group A
A group, and a total station installed outside each member and capable of three-dimensionally measuring the position of the prism by measuring a distance between the prism and an arbitrary one of the prisms. The prism A group is aligned on the same straight line
This is a system for joining horizontal members by moving each member .
部材の接合システムにおいて、 少なくともいずれか一方の部材の端部に取り付けられ、
その端部の上方、下方および両側方を映すカメラを具備
し、 そのカメラの映像を確認しながら各部材を移動させて行
う、 水平部材の接合システム。4. The horizontal member joining system according to claim 1, wherein the horizontal member is attached to an end of at least one of the members.
A horizontal member joining system comprising a camera that projects above, below, and on both sides of the end, and moving each member while checking the image of the camera.
部材の接合システムにおいて、 前記接合システムの接合対象物は、ほぼ水平に吊り下げ
られた二つの部材であることを特徴とする、 水平部材の接合システム。5. The joining system for a horizontal member according to claim 1, wherein an object to be joined of the joining system is two members suspended substantially horizontally. Horizontal member joining system.
部材の接合システムにおいて、 前記接合対象となる部材は、長尺状の構造物であること
を特徴とする、 水平部材の接合システム。6. The joining system for a horizontal member according to claim 1, wherein the member to be joined is an elongated structure. .
部材の接合システムにおいて、 前記接合対象となる部材は、橋桁であることを特徴とす
る、 水平部材の接合システム。7. The joining system for a horizontal member according to claim 1, wherein the member to be joined is a bridge girder.
せ、両部材の相対向する端部の接合をする接合方法であ
って、 一方の部材の端面を他方の部材へ向けた鉛直面と平行と
する第一工程と、 他方の部材を前記一方の部材へ接近させる第二工程と、 他方の部材の端面を前記一方の部材の端面と平行とする
第三工程と、 両部材の軸線を合わせる第四工程とにより構成する、 水平部材の接合方法。8. A joining method for bringing two substantially horizontally arranged members close to each other and joining opposing ends of the two members, wherein a vertical surface in which an end surface of one member faces the other member. A second step of bringing the other member closer to the one member; a third step of making the end surface of the other member parallel to the end surface of the one member; and an axis of both members. And the fourth step of joining the horizontal members.
せ、両部材の相対向する端部の接合をする接合方法であ
って、 両部材に各部材の傾度を検出する傾斜計を取り付け、一
方の部材にレーザスクリーンを取り付けると共に他方の
部材にそのレーザスクリーンへ向けてレーザを発射する
レーザ発信機を取り付け、一方の部材に反射面を設ける
共に他方の部材にその反射面へ超音波を発し両部材間の
距離を検出する超音波距離計とその反射面へレーザを発
し両部材間の距離を検出するレーザ距離計を取り付け、
前記レーザスクリーンへ照射されるレーザの照射状態を
検出するカメラを設置しておき、 前記傾斜計の検出信号を確認しながら一方の部材の端面
を他方の部材へ向けた鉛直面と平行とする第一工程と、 前記超音波距離計およびレーザ距離計の検出信号を確認
しながら他方の部材を前記一方の部材へ接近させる第二
工程と、 前記傾斜計の検出信号を確認しながら他方の部材の端面
を前記一方の部材の端面と平行とする第三工程とし、 前記カメラの検出信号を確認しながら両部材の軸線を合
わせる第四工程とにより構成する、 水平部材の接合方法。9. A joining method for bringing two members arranged substantially horizontally close to each other and joining opposing ends of the two members, wherein an inclinometer for detecting the inclination of each member is attached to both members. Attach a laser screen to one member and attach a laser transmitter that emits laser toward the laser screen to the other member, provide a reflection surface on one member, and apply ultrasonic waves to the reflection surface on the other member. Attach an ultrasonic rangefinder that emits and detects the distance between both members and a laser rangefinder that emits laser to the reflecting surface and detects the distance between both members,
A camera for detecting the irradiation state of the laser beam irradiated on the laser screen is installed, and the end surface of one member is made parallel to the vertical plane facing the other member while checking the detection signal of the inclinometer. One step, a second step of bringing the other member closer to the one member while checking the detection signals of the ultrasonic rangefinder and the laser distance meter, and checking the detection signal of the other member while checking the detection signal of the inclinometer. A third step of making an end face parallel to the end face of the one member, and a fourth step of aligning the axes of both members while checking a detection signal from the camera.
接合方法において、 前記第一工程から第四工程までを必要に応じて繰り返し
行うことを特徴とする、 水平部材の接合方法。10. The method for joining horizontal members according to claim 8, wherein the first to fourth steps are repeated as necessary.
接合方法において、 前記第四工程終了後、必要に応じて任意の工程を再度行
うことを特徴とする、 水平部材の接合方法。11. The method for joining horizontal members according to claim 8, wherein an arbitrary step is performed again as necessary after the fourth step is completed.
させ、両部材の相対向する端部の接合をする接合方法で
あって、各部材に少なくとも二つずつ取り付けられ、各部材が接
合された際に同一直線上に並ぶプリズムＡ群と、 各部材に少なくとも一つずつ取り付けられ、前記プリズ
ムＡ群の直線上より外れた位置に配置されるプリズムＢ
群と、 各部材の外部に設置され前記プリズムのうち任意のもの
との距離を計測してプリズムの位置を三次元的に測定可
能なト−タルステ−ションとを具備し、 両部材を接合する際、ト−タルステ−ションにより前記
各プリズムへレ−ザを発射し、そのレ−ザを反射させて
プリズムの位置を三次元的に測定し、前記測定したデ−タよりプリズムＡ群が同一直線上に並
ぶよう各部材を移動させて行う、 水平部材の接合方法。12. A joining method in which two substantially horizontally arranged members are brought close to each other to join opposite ends of both members, wherein at least two members are attached to each member, and each member is joined.
The prism A group aligned on the same straight line when combined, and at least one is attached to each member,
Prism B arranged at a position off the straight line of group A
Group and any of the prisms installed outside each member
3D measurement of the prism position by measuring the distance to
Ability avenues - Tarusute - when equipped with the Deployment, joining both members, bets - Tarusute - said by Deployment les to each prism - The to the firing, that record - by reflecting The position of the prism three-dimensional The prism A group is aligned on the same straight line based on the measured data.
A method of joining horizontal members, which is performed by moving each member .
水平部材の接合方法において、 少なくとも一方の部材の端部に、その下方、上方および
両側方を映すカメラを設置し、 接合する際、それらのカメラの映像を確認しながら部材
を移動して行う、 水平部材の接合方法。13. The joining method for a horizontal member according to claim 8, wherein a camera is provided at an end of at least one of the members to project a lower portion, an upper portion, and both sides thereof. A method of joining horizontal members by moving the members while checking the images from those cameras.
水平部材の接合方法において、 前記接合対象となる部材は、ほぼ水平に吊り下げられた
二つの部材であることを特徴とする、 水平部材の接合方法。14. The method of joining horizontal members according to claim 8, wherein the members to be joined are two members suspended substantially horizontally. How to join members.
水平部材の接合方法において、 前記接合対象となる部材は、長尺状の構造物であること
を特徴とする、 水平部材の接合方法。15. The method for joining horizontal members according to claim 8, wherein the member to be joined is an elongated structure. .
水平部材の接合方法において、前記接合対象となる部材
は、橋桁であることを特徴とする、水平部材の接合方
法。16. The method for joining horizontal members according to claim 8, wherein the member to be joined is a bridge girder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14403095A JP2946186B2 (en) | 1995-05-18 | 1995-05-18 | Horizontal member joining system and joining method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14403095A JP2946186B2 (en) | 1995-05-18 | 1995-05-18 | Horizontal member joining system and joining method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08311820A JPH08311820A (en) | 1996-11-26 |
| JP2946186B2 true JP2946186B2 (en) | 1999-09-06 |
Family
ID=15352701
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14403095A Expired - Fee Related JP2946186B2 (en) | 1995-05-18 | 1995-05-18 | Horizontal member joining system and joining method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2946186B2 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111851294B (en) * | 2019-04-24 | 2024-07-23 | 中铁第五勘察设计院集团有限公司 | Simple supporting box girder Liang Duiwei falling device and application method thereof |
| CN110029585B (en) * | 2019-05-23 | 2024-04-19 | 郑州大学 | Device for linear control of segment prefabrication and assembly linear bridge and use method |
| CN111426549B (en) * | 2020-04-27 | 2023-05-02 | 中犇检测认证有限公司 | Quick centering method for bridge metal support |
| CN112663499A (en) * | 2020-12-01 | 2021-04-16 | 中铁二局集团有限公司 | Positioning and mounting method for lower chord of steel truss girder of cable-stayed bridge |
| CN112781501B (en) * | 2020-12-24 | 2021-11-19 | 王飞 | Bridge displacement measuring device is used in traffic construction bridge construction |
-
1995
- 1995-05-18 JP JP14403095A patent/JP2946186B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH08311820A (en) | 1996-11-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102759352B (en) | Survey setting point indicating device and surveying system | |
| US10365090B2 (en) | Imaging device and imaging method | |
| JP5650942B2 (en) | Inspection system and inspection method | |
| JP2846950B2 (en) | Apparatus for forming or defining the position of a measuring point | |
| US4688937A (en) | Methods of, and systems, for monitoring and/or controlling mobile cutting means | |
| CN110736446A (en) | boom-type roadheader pose identification system and method | |
| JP2010044050A (en) | Method of recognizing posture of laser radar and laser radar | |
| JP2946186B2 (en) | Horizontal member joining system and joining method | |
| JP4787435B2 (en) | Tunnel excavator position measurement device | |
| JPS62293115A (en) | Automatic measuring instrument for position and attitude of moving body | |
| JPH1089957A (en) | Three-dimensional measuring method for structure member | |
| JP4276360B2 (en) | Stereo imaging system | |
| JP2622089B2 (en) | Surveying equipment | |
| JP2970867B1 (en) | Position measurement system for structures under construction | |
| JPH1068611A (en) | Displacement measuring apparatus | |
| JP4430789B2 (en) | Stereo imaging system | |
| JP2507541B2 (en) | Track survey system | |
| JPH07311040A (en) | Measuring method for three-dimensional coordinate | |
| JP2539244Y2 (en) | Target structure of position measurement plotter | |
| US11781866B1 (en) | Alignment system | |
| JPS58187801A (en) | Three dimensional locator | |
| JPS6126813A (en) | Deviation measuring instrument and measuring instrument for deviation and distance | |
| JP2689266B2 (en) | Three-dimensional position measuring device | |
| JPS63225120A (en) | One-man surveying system | |
| JP2023012955A (en) | Information projection system and information projection method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090702 Year of fee payment: 10 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 11 Free format text: PAYMENT UNTIL: 20100702 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 11 Free format text: PAYMENT UNTIL: 20100702 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 12 Free format text: PAYMENT UNTIL: 20110702 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 13 Free format text: PAYMENT UNTIL: 20120702 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120702 Year of fee payment: 13 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 14 Free format text: PAYMENT UNTIL: 20130702 |
|
| LAPS | Cancellation because of no payment of annual fees |