JP2003119721A - Work truck for elevated structure - Google Patents

Work truck for elevated structure

Info

Publication number
JP2003119721A
JP2003119721A JP2001320540A JP2001320540A JP2003119721A JP 2003119721 A JP2003119721 A JP 2003119721A JP 2001320540 A JP2001320540 A JP 2001320540A JP 2001320540 A JP2001320540 A JP 2001320540A JP 2003119721 A JP2003119721 A JP 2003119721A
Authority
JP
Japan
Prior art keywords
work
flange
rollers
roller
elevated structure
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
Application number
JP2001320540A
Other languages
Japanese (ja)
Other versions
JP3694260B2 (en
Inventor
Katsuya Edamoto
勝哉 枝元
Shigeru Katsumata
盛 勝俣
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kawada Industries Inc
Original Assignee
Kawada Industries Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kawada Industries Inc filed Critical Kawada Industries Inc
Priority to JP2001320540A priority Critical patent/JP3694260B2/en
Publication of JP2003119721A publication Critical patent/JP2003119721A/en
Application granted granted Critical
Publication of JP3694260B2 publication Critical patent/JP3694260B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a work truck for an elevated structure capable of being moved while also corresponding to the changes of the width, thickness, angle of inclination or the like of the flange of a structural material for the elevated structure, avoiding an obstruction in the longitudinal direction of the flange along the flange. SOLUTION: The work truck for the elevated structure has at least two pairs of supporting arms 2 capable of rotating hand drum-shaped rollers 1 with inclined contact surfaces 1a around the fixed axes of rotation, a base unit 3 on which an operating device can be loaded, supporting-arm urging means 4 urging the supporting arms 2 so that the rollers 1 for each pair of the supporting arms 2 are brought into contact mutually, the inclined contact surfaces 1a are abutted against the edges of the flange of the structural material in these rollers and the flange is held and throttled and roller turning driving means 5 turning and driving the rollers.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、橋梁等の高架構造
物の点検作業や補修作業等を行うために、その高架構造
物の梁材や桁材等の構造材のフランジに沿ってその長手
方向に移動する高架構造物用作業台車に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure such as a beam or girder of an elevated structure along the flange of the structure for performing inspection work or repair work of the elevated structure such as a bridge. The present invention relates to a work truck for an elevated structure that moves in a direction.

【0002】[0002]

【従来技術および発明が解決しようとする課題】橋梁や
高速道路等の高架構造物においては、架設後の定期点検
作業や、長期供用に伴う老朽化、あるいはその他の損傷
・劣化に対する溶接・塗装等の補修作業が必要不可欠で
ある。
2. Description of the Related Art For elevated structures such as bridges and highways, periodic inspection work after installation, welding / painting for deterioration due to long-term service, or other damage / deterioration, etc. It is essential to carry out repair work.

【0003】従来、このような高架構造物の下部(裏
面)に対する点検作業や補修作業においては、例えば、
橋梁下部の梁材や桁材に、鋼管を組上げた作業用足場を
吊下げ金具を用いて懸吊し、この足場に作業員が乗っ
て、目視による点検や手作業での溶接・塗装等の補修作
業を行っていた。
Conventionally, in the inspection work and repair work for the lower portion (back surface) of such an elevated structure, for example,
A scaffold for work assembled with steel pipes is suspended on the beams and girders below the bridge using suspension metal fittings, and a worker rides on this scaffold for visual inspection and manual welding / painting. I was doing repair work.

【0004】しかしながら、この作業用足場の架設には
多大な時間と労力を要し、また、作業場所を移動する度
にこの足場を分解撤去し、また新たに組上げて懸吊架設
するという作業を行わなければならないため、点検・補
修作業の工期の長期化を余儀なくされ、さらに橋梁上も
しくは下側道路の交通規制等も同時に行わなければなら
ないため、作業用足場の架設費の他に点検・補修作業全
体にかかる費用も増加してしまうという問題があった。
また、このような作業用足場の架設に伴う組上げおよび
分解撤去作業自体が高所作業による危険なものであり、
作業設備機器の改善は必須であった。
However, erection of this work scaffold requires a great deal of time and labor, and the work of disassembling and removing this scaffold each time the work place is moved and newly assembling and suspending the work is required. Since it has to be carried out, the construction period of inspection and repair work must be extended, and traffic restrictions on bridges and lower roads must also be controlled at the same time.Therefore, in addition to the construction cost of work scaffolding, inspection and repair work is required. There was a problem that the cost for the whole work also increased.
Also, the assembling and disassembling work itself associated with the construction of such work scaffolds is dangerous due to work at high places,
Improvement of work equipment was essential.

【0005】これがため上記架設作業に伴う問題を解決
するものとして、橋梁に予め専用レールを固設し、この
専用レール上で駆動装置により移動可能な作業台車を走
行させる形式のものや、橋梁の桁下フランジに駆動車輪
を介して懸垂した状態で作業台車を走行させる形式のも
のなどが提案されている。
Therefore, in order to solve the problems associated with the above-mentioned erection work, a dedicated rail is fixedly fixed to the bridge in advance, and a work carriage movable by a drive device is run on the dedicated rail. There has been proposed a type in which a work carriage travels while being suspended from a girder bottom flange via drive wheels.

【0006】しかしながら、専用レール上で走行させる
形式の作業台車の場合には、補修作業の対象となる橋梁
等の高架構造物に予め専用レールを附設させておかなけ
ればならず、この専用レールの固設に伴うコストの増加
もさることながら、その専用レールが予め固設されてい
る限られた構造物に対してしか使用できず、既設構造物
への汎用性に欠けるという問題があった。
However, in the case of a work truck of the type which is run on a dedicated rail, it is necessary to previously attach the dedicated rail to an elevated structure such as a bridge to be repaired. There is a problem that the dedicated rail can be used only for a limited structure in which it is fixed in advance, and the versatility to the existing structure is lacking, while the cost accompanying the fixing is increased.

【0007】また、橋梁の桁下フランジに懸垂した状態
で走行させる形式の作業台車の場合には、桁下フランジ
に駆動車輪が載置されただけの状態で作業台車の自重に
より懸垂されるものであるから、強風等の影響により作
業台車が煽られて揺動し、点検・補修作業に支障を来た
すと共に、最悪の場合、駆動車輪が桁下フランジから外
れる危険性もあるという問題があった。
Further, in the case of a work carriage of a type that is run while suspended from the under beam girder of the bridge, the work vehicle is suspended by the weight of the work vehicle only with the drive wheels placed on the under beam girder. Therefore, there is a problem that the work trolley is swung due to the influence of strong wind and the like, which causes troubles in the inspection and repair work, and in the worst case, the drive wheel may come off from the girder bottom flange. .

【0008】さらに、懸垂走行形式の作業台車の場合に
は、駆動車輪の走行面である桁下フランジ上面に接合ボ
ルト群や縦リブ等の障害物がある場合や、橋桁の幅や厚
み、傾斜角等が変化する場合に対しスムーズに対応でき
ず、その作業台車が移動(走行)困難な状態に陥ってし
まうという問題があった。
Further, in the case of a suspension traveling type work truck, there are obstacles such as a group of joint bolts and vertical ribs on the upper surface of the girder lower flange which is the traveling surface of the drive wheel, and the width, thickness and inclination of the bridge girder. There is a problem in that it is not possible to respond smoothly to changes in the corners, etc., and the work trolley falls into a state in which it is difficult to move (run).

【0009】そしてこの問題の解決のためには、桁下フ
ランジの障害物を回避させる機構を作業台車に設けるこ
とも考えられるが、橋梁の桁下フランジに懸垂された状
態で走行する作業台車においては、段差乗越えや障害物
の回避等、付加機能を持たせるための設置スペースは限
られており、また、機構の複雑化は、装置の自重を増加
させ、移動(走行)性能に著しく悪影響を及ぼすことに
なるため、上記設置スペースの問題と共に、本来の目的
である点検・補修作業における作業条件に制限を加える
ことになってしまうという問題があった。
In order to solve this problem, it is conceivable to provide a mechanism for avoiding obstacles on the girder lower flange on the work carriage, but in a work carriage traveling in a state suspended from the girder bottom flange of a bridge. Has a limited installation space for providing additional functions such as climbing over bumps and avoiding obstacles, and the complicated mechanism increases the weight of the device, which adversely affects movement (running) performance. Therefore, in addition to the problem of the installation space, there is a problem that the working conditions in the inspection / repair work, which is the original purpose, are limited.

【0010】本発明は、このような従来の問題点に鑑み
てなされたものであり、橋梁等の高架構造物において、
その構造材のフランジに沿ってその長手方向に、障害物
を避けつつ、橋梁の梁材や桁材のフランジの幅や厚み、
傾斜角等の変化にも対応しながら移動し得る高架構造物
用作業台車を提供することを目的としている。
The present invention has been made in view of the above conventional problems, and in an elevated structure such as a bridge,
Along the flange of the structural material, in the longitudinal direction, while avoiding obstacles, the width and thickness of the flange of the beam and girder of the bridge,
It is an object of the present invention to provide a work truck for elevated structures that can move while responding to changes in the inclination angle and the like.

【0011】[0011]

【課題を解決するための手段およびその作用・効果】上
記目的を達成する本発明の高架構造物用作業台車は、橋
梁等の高架構造物の構造材のフランジに沿って移動する
高架構造物用作業台車において、概略V字状の傾斜接触
面を有する鼓状のローラを所定回転軸線周りに回転可能
に支持する支持アームと、少なくとも二組の前記支持ア
ームを、その支持アームの組同士で前記作業台車の走行
方向に互いに離間させて、同じ組をなす前記支持アーム
の前記ローラ同士が前記走行方向と直行する方向に互い
に接近および離間し得るように支持するとともに、前記
少なくとも二組の支持アームの前記ローラを、前記回転
軸線が前記走行方向と前記ローラ同士の接近および離間
方向との両方に直角に延在する向きに配置する、作業装
置を搭載可能なベースユニットと、前記各組の支持アー
ムの前記ローラ同士が互いに接近して、それらのローラ
が前記構造材のフランジの縁部に前記傾斜接触面を当接
させて前記フランジを挟扼するように前記支持アームを
付勢する支持アーム付勢手段と、少なくとも一つの前記
ローラを回転駆動するローラ回転駆動手段と、を具えて
なるものである。
[Means for Solving the Problem and Its Action and Effect] A work carriage for an elevated structure of the present invention which achieves the above-mentioned object is for an elevated structure which moves along a flange of a structural material of an elevated structure such as a bridge. In a work trolley, a support arm that supports a drum-shaped roller having a substantially V-shaped inclined contact surface so as to be rotatable about a predetermined rotation axis, and at least two sets of the support arms. The at least two sets of support arms are separated from each other in the traveling direction of the work carriage so that the rollers of the support arms forming the same set can approach and separate from each other in a direction orthogonal to the traveling direction. Of the roller is disposed in a direction in which the rotation axis extends at right angles to both the traveling direction and the approaching and separating directions of the rollers, and a work device mountable on the roller. Unit and the rollers of the support arms of each set come close to each other, and the rollers bring the inclined contact surfaces into contact with the edges of the flanges of the structural material to sandwich the flanges. It comprises a support arm urging means for urging the support arm and a roller rotation driving means for rotationally driving at least one of the rollers.

【0012】かかる高架構造物用作業台車にあっては、
作業装置を搭載可能なベースユニットが、各々概略V字
状の傾斜接触面を有する鼓状のローラを所定回転軸線周
りに回転可能に支持する少なくとも二組の支持アーム
を、その支持アームの組同士でフランジ延在方向となる
前記作業台車の走行方向に互いに離間させて、同じ組を
なす前記支持アームの前記ローラ同士が前記走行方向と
直行するフランジ幅方向となる方向に互いに接近および
離間し得るように支持するとともに、前記少なくとも二
組の支持アームの前記ローラを、前記回転軸線が前記走
行方向と前記ローラ同士の接近および離間方向とに直角
なフランジ厚さ方向となる方向に延在する向きに配置
し、支持アーム付勢手段が、前記各組の支持アームの前
記ローラ同士が互いに接近してそれらのローラが前記構
造材のフランジの縁部に前記傾斜接触面を当接させて前
記フランジを挟扼するように前記支持アームを付勢し、
そしてローラ回転駆動手段が、少なくとも一つの前記ロ
ーラを回転駆動して当該作業台車を走行させる。
In such an elevated structure work trolley,
A base unit capable of mounting a working device includes at least two support arms that rotatably support drum-shaped rollers each having a substantially V-shaped inclined contact surface about a predetermined rotation axis. In the traveling direction of the work carriage, which is the flange extending direction, the rollers of the supporting arms forming the same set can approach and separate from each other in a flange width direction orthogonal to the traveling direction. And a direction in which the rollers of the at least two sets of support arms extend in a direction in which the rotation axis is a flange thickness direction that is perpendicular to the traveling direction and the approaching and separating directions of the rollers. The support arm biasing means is arranged such that the rollers of the support arms of each set come close to each other and the rollers are at the edge of the flange of the structural material. The inclined contact surface is in contact to urge the support arm so as Yakusuru clamping said flange,
Then, the roller rotation drive means rotationally drives at least one of the rollers to drive the work carriage.

【0013】従って、 本発明の高架構造物用作業台車に
よれば、橋梁等の高架構造物の、梁材や桁材等の構造材
のフランジの縁部の上下端縁に、フランジ厚さ方向に延
在する回転軸線周りに回転可能に支持アームに支持され
た鼓状のローラの、軸線方向中央部から両端部に向けて
拡径する概略V字状の傾斜接触面が二点接触により当接
して、ローラとフランジとが嵌合状態となるので、滑り
や振動等の無い安定した走行が実現する。
Therefore, according to the work truck for the elevated structure of the present invention, the upper and lower edges of the flange of the structural material such as the beam and the girder of the elevated structure such as a bridge have a flange thickness direction. Of the drum-shaped roller rotatably supported by the support arm around the rotation axis extending in the direction of the shaft, the inclined contact surfaces having a substantially V-shape that expands from the central portion in the axial direction toward both ends by two-point contact. Since the roller and the flange are in contact with each other in contact with each other, stable running without slipping or vibration is realized.

【0014】また、本発明の高架構造物用作業台車によ
れば、支持アーム付勢手段により付勢された各組の支持
アームの鼓状のローラ同士が互いに接近して、それらの
ローラが橋梁等の高架構造物の梁材や桁材等の構造材の
フランジの縁部に概略V字状の傾斜接触面を当接させて
そのフランジの両縁部を挟扼するので、橋梁等の高架構
造物の構造材のフランジの長手方向に沿った、その構造
材に対する懸垂状態、胡座状態あるいは横向き状態での
安定した走行が実現する。
Further, according to the work truck for elevated structure of the present invention, the hourglass-shaped rollers of each set of the support arms urged by the support arm urging means come close to each other, and the rollers are bridged. Since an approximately V-shaped inclined contact surface is brought into contact with the edge of the flange of a structural material such as a beam or girder of an elevated structure to clamp both edges of the flange, an elevated structure such as a bridge Stable running of the structure along the longitudinal direction of the flange of the structural material in a suspended state, a crossed state, or a sideways state with respect to the structural material is realized.

【0015】そして橋梁等の高架構造物の構造上その梁
材や桁材等の構造材が勾配を形成しているような場合で
も、その構造材のフランジの縁部に当接するローラの接
触面が概略V字状の傾斜接触面であり、フランジの縁部
の上下端縁夫々に対してその概略V字状の傾斜接触面が
二点接触によって当接して、ローラとフランジとが、回
転駆動可能な嵌合状態となるので、フランジの勾配に対
しローラが空転等をすることなく当該作業台車を駆動し
得て、安定した走行が実現する。
Even when the structural material such as a bridge or a girder has a gradient due to the structure of an elevated structure such as a bridge, the contact surface of the roller that abuts the edge of the flange of the structural material. Is a substantially V-shaped inclined contact surface, and the substantially V-shaped inclined contact surfaces come into contact with the upper and lower edges of the flange edge portion by two-point contact, whereby the roller and the flange are rotationally driven. Since the fitting state becomes possible, the working carriage can be driven without the roller idling or the like against the gradient of the flange, and stable traveling is realized.

【0016】さらに、各組の支持アームは、支持アーム
付勢手段により付勢されてフランジ両縁部にローラを当
接させ、少なくとも一つがローラ回転駆動手段で回転駆
動されて駆動輪となるそれらのローラでフランジを挟扼
しているから、これとは別に押付車輪や加重バネ等を用
いて該フランジへの駆動輪の加圧調整等を特別に行う必
要は全くなく、それゆえ作業台車の構成を簡易かつ軽量
なものとし得て、ベースユニットに搭載する作業装置の
大きさや重量等に関する制約の少ない作業台車が実現す
る。
Further, the support arms of each set are urged by the support arm urging means to bring the rollers into contact with both edge portions of the flange, and at least one of them is rotationally driven by the roller rotation drive means to form a drive wheel. Since the flange is clamped by the rollers, it is not necessary to specially adjust the pressurization of the drive wheel to the flange by using a pressing wheel or a weighting spring separately from the roller. A work trolley having a simple and lightweight structure and having less restrictions on the size and weight of the work device mounted on the base unit is realized.

【0017】そして本発明の高架構造物用作業台車によ
れば、橋梁等の高架構造物の構造材のフランジの形状変
化に対しては、例えばフランジがその長手方向に沿って
厚みが増すように形状変化している場合、組をなす支持
アームの、フランジの両縁部を挟扼するローラ同士の間
隔が拡大しつつ、それらのローラの概略V字形状の傾斜
接触面と、板厚が増加したフランジ縁部との二つの当接
点が傾斜に沿って互いに離間する方向に移動するだけで
足り、作業台車自身の走行に支障が生ずることはない。
またフランジがその長手方向に沿って厚みが減少するよ
うに形状変化している場合も同様に、組をなす支持アー
ムの、フランジの両縁部を挟扼するローラ同士の間隔が
縮小しつつ、それらのローラの概略V字形状の傾斜接触
面と、板厚が減少したフランジ縁部との二つの当接点が
傾斜に沿って互いに接近する方向に移動するだけで足
り、作業台車自身の走行に支障が生ずることはない。
According to the work truck for an elevated structure of the present invention, when the shape of the flange of the structural material of the elevated structure such as a bridge changes, for example, the thickness of the flange increases along its longitudinal direction. When the shape is changed, the distance between the rollers of the pair of support arms sandwiching both edges of the flange is increased, and the roughly V-shaped inclined contact surface of the rollers and the plate thickness are increased. It suffices that the two contact points with the edge portion of the flange move in the direction in which they are separated from each other along the slope, and the traveling of the work carriage itself is not hindered.
Similarly, when the flange is changed in shape so that the thickness decreases along the longitudinal direction thereof, similarly, the distance between the rollers that sandwich the both edges of the flange of the pair of support arms is reduced, The two contact points of the roughly V-shaped inclined contact surface of the rollers and the flange edge portion having the reduced plate thickness need only move in the directions approaching each other along the inclination, and the work carriage itself can travel. There will be no hindrance.

【0018】さらに、本発明の高架構造物用作業台車に
よれば、例えばフランジがその長手方向に沿って幅広に
なるように形状変化している場合、組をなす支持アーム
の、フランジの両縁部を挟扼するローラ同士の間隔がフ
ランジの板幅の拡大変化に追従して拡大するだけで足
り、作業台車自身の走行に支障が生ずることはない。ま
たフランジがその長手方向に沿って幅狭になるように形
状変化している場合も同様に、組をなす支持アームの、
フランジの両縁部を挟扼するローラ同士の間隔がフラン
ジの板幅の縮小変化に追従して縮小するだけで足り、作
業台車自身の走行に支障が生ずることはない。
Further, according to the work truck for elevated structures of the present invention, for example, when the flange is changed in shape so as to be wide along the longitudinal direction, both edges of the flange of the pair of support arms are formed. It suffices that the distance between the rollers that sandwich the portion is increased in accordance with the increase in the plate width of the flange, and the traveling of the work carriage itself is not hindered. Similarly, when the shape of the flange is changed so that it becomes narrower along the longitudinal direction,
It suffices that the distance between the rollers sandwiching both edges of the flange is reduced in accordance with the reduction change of the plate width of the flange, and the traveling of the work carriage itself is not hindered.

【0019】さらに、橋梁等の高架構造物の構造材のフ
ランジの面上に存在する接合ボルト群等の障害物によっ
て一時的にフランジの縁部とローラとの当接点の位置が
変化するような場合でも、ローラの概略V字形状の傾斜
接触面における当接点が傾斜に沿って移動するだけでそ
の接合ボルト群等の障害物を円滑に回避することがで
き、作業台車自身の走行に支障が生ずることはない。
Furthermore, the position of the contact point between the edge of the flange and the roller may be temporarily changed by an obstacle such as a group of joint bolts existing on the surface of the flange of the structural material of an elevated structure such as a bridge. Even in such a case, obstacles such as the joining bolt group can be smoothly avoided by simply moving the contact point on the inclined V-shaped inclined contact surface along the inclination, which hinders the traveling of the work carriage itself. It never happens.

【0020】このように本発明の高架構造物用作業台車
によれば、橋梁等の高架構造物の梁材や桁材等の構造材
のフランジの縁部に当接するローラが概略V字形状の傾
斜接触面を持つ鼓状となっているため、フランジの板厚
変化や幅変化に追従し得るとともに、フランジの面上に
存在する接合ボルト群等の障害物をも円滑に回避し得
て、安定した走行を行うことができる。また、元々この
作業台車はフランジの面上に駆動輪を接触させる機構で
なくフランジ縁部を駆動輪を含むローラで挟扼する機構
となっていることから、フランジの面上の接合ボルト群
等の障害物に駆動輪を接触させることなく走行可能であ
るため、上記ローラとは別に駆動輪の高さ調節手段や段
差乗越手段等を用いてフランジ板厚変化時等の走行のた
めの調整等を特別に行う必要が全くないので、作業台車
の構成を簡易かつ軽量なものとし得て、ベースユニット
に搭載する作業装置の大きさや重量等に関する制約の少
ない作業台車が実現する。
As described above, according to the work truck for elevated structures of the present invention, the rollers contacting the edges of the flanges of structural materials such as beams and girders of elevated structures such as bridges have a substantially V shape. Since it has a drum shape with an inclined contact surface, it can follow changes in plate thickness and width of the flange, and it can also smoothly avoid obstacles such as welding bolts existing on the surface of the flange. Stable running can be performed. Originally, this work carriage was not a mechanism for contacting the drive wheel on the surface of the flange but a mechanism for pinching the flange edge with a roller including the drive wheel. Since it is possible to run without contacting the drive wheels with the obstacles in the above, adjustments for running when the flange plate thickness changes etc. are made by using the drive wheel height adjusting means, step overpass means, etc. separately from the above rollers. Since it is not necessary to perform specially, the construction of the work carriage can be made simple and lightweight, and the work carriage having less restrictions on the size and weight of the working device mounted on the base unit can be realized.

【0021】それゆえ本発明の高架構造物用作業台車に
よれば、そのベースユニットにCCDカメラ、デジタル
カメラ、VTRカメラ等の作業装置を搭載することで、
高架構造物の梁材や桁材や床版等の構造材に対し、河川
中央部における橋梁下面等直接人が目視点検することが
困難な部位の腐食損傷状況、塗膜劣化状況、床版コンク
リートの罅割れ破損状況等を画像で目視あるいは記録し
診断する等、計測、点検、補修作業を行うことができ、
また、そのベースユニットに加速度計、変位計等のセン
サを搭載することで、橋梁等の高架構造物の下面の適当
な位置までこの作業台車を移動させた後その位置で交通
振動、空力振動、常時微動等を測定してその波形を記録
し得て、それらの振動データから橋梁等の高架構造物の
固有振動数、減衰率あるいは構造劣化状況等を把握する
ことができ、さらには、作業台車が小型でかつ操作が容
易であるため災害の際の緊急時等にも容易に使用できる
ので、そのベースユニットに超音波流速計やCCDカメ
ラ等を搭載して河川中央部の橋梁下面に移動させること
で、洪水等の増水時の河川水位や河川流量、河川断面形
状等を把握したり監視したりする等の用途にも用いるこ
とができる。
Therefore, according to the work truck for the elevated structure of the present invention, the work unit such as the CCD camera, the digital camera and the VTR camera is mounted on the base unit,
For structural materials such as beams, girders, and floor slabs of elevated structures, corrosion damage, coating deterioration, floor slab concrete, etc. on the lower surface of the bridge in the center of the river where it is difficult for humans to directly visually inspect. It is possible to perform measurement, inspection and repair work by visually observing or recording the crack damage situation etc. with images and making a diagnosis,
In addition, by mounting sensors such as accelerometers and displacement gauges on the base unit, after moving this work truck to an appropriate position on the lower surface of an elevated structure such as a bridge, traffic vibration, aerodynamic vibration, It is possible to measure microtremors, etc. at all times and record the waveforms, and to grasp the natural frequency, damping rate, structural deterioration status, etc. of elevated structures such as bridges from those vibration data. Since it is small and easy to operate, it can be easily used even in an emergency such as a disaster, so install an ultrasonic velocity meter or CCD camera in its base unit and move it to the underside of the bridge in the center of the river. Therefore, it can also be used for applications such as grasping and monitoring the river water level, river flow rate, river cross-sectional shape, etc. during flooding.

【0022】なお、ローラの概略V字状の傾斜接触面の
各傾斜が直線状の場合には、フランジ板厚の増減によっ
て、フランジ縁部とローラの概略V字状の傾斜接触面と
の当接点がその傾斜に沿って移動する移動量は、フラン
ジ板厚の増減幅と対応するものとなり、このことから、
支持アームを支持するベースユニットは、フランジに対
して常に一定の距離を保ちつつ走行する。
When the inclination of the roughly V-shaped inclined contact surface of the roller is linear, the contact between the flange edge portion and the substantially V-shaped inclined contact surface of the roller is increased or decreased by increasing or decreasing the flange plate thickness. The amount of movement of the contact point along its inclination corresponds to the increase / decrease width of the flange plate thickness.
The base unit that supports the support arm travels while maintaining a constant distance from the flange.

【0023】従って上記の場合には、ベースユニットに
搭載される作業装置は、フランジひいては高架構造物の
梁材や桁材等の構造材に対して一定の距離を維持したま
ま安定した計測、点検、補修作業を行うことができる。
Therefore, in the above-mentioned case, the working device mounted on the base unit is capable of performing stable measurement and inspection while maintaining a constant distance with respect to the flange and thus structural materials such as beams and girders of the elevated structure. , Repair work can be done.

【0024】なお、本発明の高架構造物用作業台車は、
前記ローラの前記傾斜接触面の少なくとも前記ベースユ
ニットから離間した側の軸線方向端部に隣接してその傾
斜接触面よりも半径方向に突出する落下防止用縁部を具
えていても良く、このようにすれば、フランジ縁部とロ
ーラとの当接点がそのローラの概略V字状の傾斜接触面
から逸脱してしまうような場合でも、ローラのその傾斜
接触面の少なくともベースユニットから離間した側の軸
線方向端部に隣接してその傾斜接触面よりも半径方向に
突出する落下防止用縁部によってローラがフランジ縁部
に掛止されるので、作業台車が走行中に落下するのを防
止することができる。
The work carriage for elevated structures according to the present invention is
The roller may be provided with a fall prevention edge portion that is adjacent to at least the axial end portion of the inclined contact surface of the roller that is separated from the base unit, and that protrudes radially from the inclined contact surface. With this configuration, even when the contact point between the flange edge portion and the roller deviates from the substantially V-shaped inclined contact surface of the roller, at least the side of the inclined contact surface of the roller that is separated from the base unit. Since the roller is hooked to the flange edge by the fall prevention edge that is adjacent to the axial end portion and projects in the radial direction from the inclined contact surface, it is possible to prevent the work carriage from falling during traveling. You can

【0025】また、本発明の高架構造物用作業台車にお
いては、前記ベースユニットは、前記支持アームを揺動
可能に枢支していても良く、このようにすれば、支持ア
ームが車両の車輪懸架装置のリーディングアームやトレ
ーリングアームと同様に機能するので、ローラが橋梁等
の梁材や桁材等のフランジの面上に存在する垂直補剛材
や吊金具等の材片に接した場合でも、支持アームが円滑
に揺動してローラがその垂直補剛材や吊金具等の材片を
円滑に回避することができ、これにより安定した走行を
行うことができる。
Further, in the work truck for elevated structures according to the present invention, the base unit may pivotally support the support arm so that the support arm can support the wheels of the vehicle. Since it functions like a leading arm or trailing arm of a suspension system, when the roller comes into contact with a vertical stiffener or a piece of hanging metal fittings existing on the surface of a beam such as a bridge or a flange of a girder. However, the supporting arm can be swung smoothly, and the roller can smoothly avoid the vertical stiffening material, the hanging metal piece, and the like, which allows stable running.

【0026】さらに、本発明の高架構造物用作業台車に
おいては、前記支持アーム付勢手段は、ベースユニット
に揺動可能に枢支された前記支持アームに結合されたリ
ンク部材と前記ベースユニットとの間に介挿された弾性
手段であっても良く、このようにすれば、支持アーム付
勢手段を簡易に構成することができるとともに、支持ア
ームの枢支点と、リンク部材およびベースユニットに対
する弾性手段の両端部の連結点とが幾何学的に一直線上
に並ぶ揺動位置で、支持アームに対する弾性手段の回動
付勢力が無くなるので、その揺動位置で支持アームを停
止させておくことで、組をなすローラ同士の間隔を大き
なままに維持し得て、フランジに対する作業台車の着脱
を容易ならしめることができる。
Further, in the work truck for elevated structures according to the present invention, the support arm urging means includes the link member connected to the support arm pivotally supported by the base unit and the base unit. The elastic means may be interposed between the support arm and the support arm urging means can be simply configured, and the support arm biasing point and the elastic means with respect to the link member and the base unit can be formed. At the swinging position where the connecting points of both ends of the means are geometrically aligned, the rotational biasing force of the elastic means with respect to the support arm disappears. Therefore, by stopping the support arm at that swinging position. The distance between the rollers forming the set can be kept large, and the work carriage can be easily attached to and detached from the flange.

【0027】[0027]

【発明の実施の形態】以下に、本発明の実施の形態を実
施例によって図面に基づき詳細に説明する。ここに、図
1(a)は、本発明の高架構造物用作業台車の一実施例
を示す側面図、図1(b)は、その実施例の作業台車を
示す平面図、図1(c)は、その実施例の作業台車を示
す正面図、図1(d)は、その実施例の作業台車を示
す、図1(c)のA−A線に沿う断面図、図2(a)お
よび(b)は、上記実施例の作業台車の支持アームの通
常揺動位置を示す平面図および図1(d)と同様位置で
の断面図、そして図3(a)および(b)は、上記実施
例の作業台車の支持アームの停止位置を示す平面図およ
び図1(d)と同様位置での断面図である。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described in detail below with reference to the drawings by way of examples. Here, FIG. 1A is a side view showing an embodiment of the work truck for an elevated structure of the present invention, FIG. 1B is a plan view showing the work truck of the embodiment, and FIG. ) Is a front view showing the work carriage of the embodiment, FIG. 1D is a cross-sectional view taken along the line AA of FIG. 1C showing the work carriage of the embodiment, and FIG. 3A and 3B are a plan view showing a normal swinging position of the support arm of the work carriage of the above embodiment and a sectional view at the same position as in FIG. 1D, and FIGS. It is the top view which shows the stop position of the support arm of the working vehicle of the said Example, and sectional drawing in the position similar to FIG.1 (d).

【0028】この実施例の高架構造物用作業台車は、橋
梁等の高架構造物の、梁材や桁材等の構造材のフランジ
に沿って移動するものであって、図1に示すように、二
つの裁頭円錐状面を向かい合わせた概略V字状の傾斜接
触面1aと、その傾斜接触面1aの軸線方向両端部に一体に
隣接してその傾斜接触面1aよりも半径方向に突出する鍔
状の落下防止用縁部1bとを有する鼓状のローラ1を所定
回転軸線C周りに回転可能に後述のサーボモータ5を介
して支持する支持アーム2を具えている。
The work truck for elevated structures of this embodiment moves along the flanges of structural materials such as beams and girders of elevated structures such as bridges, as shown in FIG. , A roughly V-shaped inclined contact surface 1a having two truncated conical surfaces facing each other, and integrally adjoining both axial end portions of the inclined contact surface 1a and projecting more radially than the inclined contact surface 1a. It is provided with a support arm 2 which supports a drum-shaped roller 1 having a brim-shaped fall prevention edge portion 1b which is rotatable around a predetermined rotation axis C via a servo motor 5 described later.

【0029】またこの実施例の高架構造物用作業台車は
ベースユニット3を具えており、そのベースユニット3
は、図1(b)では上下のもので同じ組をなす二組の支
持アーム2を、その支持アーム2の組同士で作業台車の
走行方向である図1(a),(b)では左右方向に互い
に離間させて配置して、同じ組をなす支持アーム2のロ
ーラ1同士が互いに接近および離間し得るように、それ
らの支持アーム2の各々の基部を貫通する支持軸3aで揺
動可能に枢支するとともに、それら二組の支持アーム2
のローラ1を、その回転軸線Cが上記走行方向と上記ロ
ーラ1同士の接近および離間方向との両方に直角に延在
する向きである図1(a),(c)では上下方向に延在
する向きに配置する。またベースユニット3は、ローラ
1に向く面と反対側の面3bに作業装置を搭載することが
できる。
The work truck for elevated structures according to this embodiment includes a base unit 3.
In FIG. 1 (b), two pairs of support arms 2 which are the same as the upper and lower ones are shown in FIG. And the rollers 1 of the supporting arms 2 forming the same set can be swung by a supporting shaft 3a penetrating the respective bases of the supporting arms 2 so that the rollers 1 of the supporting arms 2 can approach and separate from each other. And a pair of support arms 2
1A and 1C in which the rotation axis C of the roller 1 extends at right angles to both the running direction and the approaching and separating directions of the rollers 1. Place it in the direction you want. Further, the base unit 3 can have a working device mounted on the surface 3b opposite to the surface facing the roller 1.

【0030】さらにこの実施例の高架構造物用作業台車
は支持アーム付勢手段として、各支持アーム2の基部に
ベルクランク状に直角に結合されたリンク部材6とベー
スユニット3との間に介挿された、弾性手段としての、
圧縮スプリングとして機能するガススプリング4を具え
ており、そのガススプリング4は、あらかじめ圧縮され
ていてリンク部材6を常時押圧付勢し、これにより、図
1および図2に示す揺動位置では支持アーム2が、上記
各組の支持アーム2のローラ1同士が互いに接近してそ
れらのローラ1が上記構造材のフランジの縁部に傾斜接
触面1aを当接させそのフランジを挟扼する方向すなわち
ベースユニット3に接近する方向へ回動付勢されてい
る。一方、図3に示す揺動位置では、支持アーム2の枢
支点である支持軸3aの中心と、リンク部材6およびベー
スユニット3に対するガススプリング4の両端部の連結
点とが幾何学的に一直線上に並び、支持アーム2に対す
るベースユニット3の回動付勢力が無くなるので、その
揺動位置で支持アーム2を停止させておくことができ
る。
Further, the work truck for elevated structures of this embodiment serves as a support arm urging means, and is interposed between a link member 6 and a base unit 3 which are connected to the bases of the support arms 2 at right angles in a bell crank shape. Inserted, as an elastic means,
A gas spring 4 functioning as a compression spring is provided, and the gas spring 4 is pre-compressed and constantly presses and urges the link member 6, so that in the swinging position shown in FIGS. 2 is a direction in which the rollers 1 of the support arms 2 of the respective sets come close to each other and the rollers 1 abut the inclined contact surface 1a on the edge portion of the flange of the structural material to clamp the flange, that is, the base. It is urged to rotate toward the unit 3. On the other hand, in the swinging position shown in FIG. 3, the center of the support shaft 3a, which is the pivot point of the support arm 2, and the connecting points of both ends of the gas spring 4 to the link member 6 and the base unit 3 are geometrically aligned. The support arms 2 can be stopped at the rocking position because the rotational biasing force of the base unit 3 on the support arms 2 disappears in line.

【0031】そしてこの実施例の高架構造物用作業台車
は、四本の支持アーム2の先端部にそれぞれ固定されて
各ローラ1を回転駆動する、ローラ回転駆動手段として
の四つのサーボモータ5を具えるとともに、図1(d)
に示すように、ベースユニット3の内部に、上記四つの
サーボモータ5を支持アーム2の各組ずつそれぞれ駆動
する二つのドライバ (駆動回路基盤)10と、図9(a)
に示す制御装置11と無線で信号を受け渡しして二つのド
ライバ10の制御や後述する作業装置の制御やその作業装
置からの画像信号等の制御装置11への転送を行う無線式
の制御盤12と、それらサーボモータ5とドライバ10と制
御盤12と上記作業装置とを作動させる電源としての二つ
のバッテリ13とを具えている。
The work truck for elevated structures of this embodiment is provided with four servo motors 5 as roller rotation driving means, which are fixed to the tip ends of the four support arms 2 and rotationally drive each roller 1. As shown in Figure 1 (d)
As shown in FIG. 9, two drivers (driving circuit boards) 10 for respectively driving the four servo motors 5 in each set of the support arms 2 are provided inside the base unit 3, and FIG.
A wireless control panel 12 for wirelessly exchanging signals with the control device 11 shown in FIG. 1 to control the two drivers 10 and control a work device described later and transfer image signals from the work device to the control device 11. And a servomotor 5, a driver 10, a control panel 12, and two batteries 13 as a power source for operating the working device.

【0032】図4〜図7は、高架構造物の構造材の一例
としての、橋梁のI桁材8の下フランジ9に沿って走行
する場合の、上記実施例の高架構造物用作業台車の走行
方法を示すもので、それぞれ(a)は下面図、(b)は
I桁材8の下部の断面とともに作業台車を示す正面図で
あり、図4は幅一定の通常のフランジに沿って走行する
場合、図5は垂直補剛材20を通過する場合、図6はフラ
ンジ拡幅・増厚部を通過する場合、図7はフランジ接合
部の接合板21および接合ボルト群22を通過する場合をそ
れぞれ示す。
FIGS. 4 to 7 show an example of the work truck for an elevated structure of the above-described embodiment when traveling along the lower flange 9 of the I-girder material 8 of the bridge as an example of the structural material of the elevated structure. FIGS. 4A and 4B show a traveling method, FIG. 4A is a bottom view, FIG. 4B is a front view showing a work carriage together with a cross section of a lower portion of the I-girder member 8, and FIG. 5 shows the case of passing through the vertical stiffening member 20, FIG. 6 shows the case of passing through the flange widening / thickening portion, and FIG. 7 shows the case of passing through the joint plate 21 and the joint bolt group 22 of the flange joint portion. Shown respectively.

【0033】これら図4〜図7に示すように、上記実施
例の高架構造物用作業台車にあっては、作業装置を搭載
可能なベースユニット3が、各々概略V字状の傾斜接触
面1aを有する鼓状のローラ1を所定回転軸線C周りに回
転可能に支持する二組の支持アーム2を、その支持アー
ム2の組同士でフランジ延在方向となる作業台車の走行
方向に互いに離間させて、同じ組をなす支持アーム2の
ローラ1同士が走行方向と直行するフランジ幅方向とな
る方向に互いに接近および離間し得るように揺動可能に
支持するとともに、その二組の支持アーム2のローラ1
を、回転軸線Cが走行方向とローラ1同士の接近および
離間方向とに直角なフランジ厚さ方向となる方向に延在
する向きに配置し、ガススプリング4が、各組の支持ア
ーム2のローラ1同士が互いに接近しそれらのローラ1
が下フランジ9の縁部に傾斜接触面1aを当接させて下フ
ランジ9を挟扼するように支持アーム2を回動付勢し、
そして四つのサーボモータ5が、四つのローラ1をそれ
ぞれ回転駆動して当該作業台車を下フランジ9に沿って
走行させる。なお、これらの図中、矢印は作業台車の前
進走行方向を示すが、これとは反対の後退方向への走行
も可能である。
As shown in FIGS. 4 to 7, in the elevated structure work trolley of the above-described embodiment, the base unit 3 on which the work device can be mounted has the substantially V-shaped inclined contact surfaces 1a. The two sets of support arms 2 for rotatably supporting the hourglass-shaped roller 1 having a rotation axis C about a predetermined rotation axis C are separated from each other in the traveling direction of the work carriage which is the flange extending direction between the sets of support arms 2. And the rollers 1 of the support arms 2 forming the same set are swingably supported so that they can approach and separate from each other in the direction of the flange width direction orthogonal to the traveling direction, and the two sets of support arms 2 are supported. Laura 1
Is arranged in a direction in which the rotation axis C extends in a direction that is a flange thickness direction that is perpendicular to the traveling direction and the approaching and separating directions of the rollers 1, and the gas spring 4 causes the rollers of the supporting arms 2 of each set to rotate. Rollers 1 close to each other
Urges the support arm 2 to rotate so that the slanted contact surface 1a is brought into contact with the edge of the lower flange 9 and the lower flange 9 is clamped.
Then, the four servo motors 5 rotate and drive the four rollers 1, respectively, and cause the work carriage to travel along the lower flange 9. It should be noted that in these figures, the arrow indicates the forward traveling direction of the work carriage, but traveling in the reverse direction opposite to this is also possible.

【0034】従って、 この実施例の高架構造物用作業台
車によれば、橋梁のI桁材8の下フランジ9の縁部の上
下端縁に、フランジ厚さ方向に延在する回転軸線C周り
に回転可能に支持アーム2に支持された鼓状のローラ1
の、軸線方向中央部から両端部に向けて拡径する概略V
字状の傾斜接触面1aが二点接触により当接して、ローラ
1と下フランジ9とが嵌合状態となるので、滑りや振動
等の無い安定した走行が実現する。
Therefore, according to the work truck for the elevated structure of this embodiment, around the rotation axis C extending in the flange thickness direction at the upper and lower edges of the lower flange 9 of the I-beam member 8 of the bridge. A drum-shaped roller 1 rotatably supported by a support arm 2
Approximate V of expanding the diameter from the central portion in the axial direction toward both ends
Since the character-shaped inclined contact surface 1a abuts by two-point contact and the roller 1 and the lower flange 9 are fitted to each other, stable running without slipping or vibration is realized.

【0035】また、この実施例の高架構造物用作業台車
によれば、図4に示すように、ガススプリング4により
付勢された各組の支持アーム2の鼓状のローラ1同士が
互いに接近して、それらのローラ1が橋梁のI桁材8の
下フランジ9の縁部に概略V字状の傾斜接触面1aを当接
させてその下フランジ9の両縁部を挟扼するので、橋梁
のI桁材8の下フランジ9の長手方向に沿った、そのI
桁材8に対する懸垂状態での安定した走行が実現する。
Further, according to the work truck for elevated structure of this embodiment, as shown in FIG. 4, the hourglass-shaped rollers 1 of the support arms 2 of each set urged by the gas spring 4 come close to each other. Then, since the rollers 1 bring the substantially V-shaped inclined contact surface 1a into contact with the edge portion of the lower flange 9 of the I-beam member 8 of the bridge to sandwich both edge portions of the lower flange 9, I along the longitudinal direction of the lower flange 9 of the I-girder material 8 of the bridge
Stable running of the girder member 8 in a suspended state is realized.

【0036】そして橋梁の構造上そのI桁材8ひいては
下フランジ9が勾配を形成しているような場合でも、そ
の下フランジ9の縁部に当接するローラ1の接触面が概
略V字状の傾斜接触面1aであり、下フランジ9の縁部の
上下端縁夫々に対してその概略V字状の傾斜接触面1aが
二点接触によって当接して、ローラ1と下フランジ9と
が回転駆動可能な嵌合状態となるので、下フランジ9の
勾配に対しローラ1が空転等をすることなく当該作業台
車を駆動し得て、安定した走行が実現する。
Even if the I-girder member 8 and thus the lower flange 9 are inclined due to the structure of the bridge, the contact surface of the roller 1 contacting the edge portion of the lower flange 9 is substantially V-shaped. The inclined contact surface 1a is the inclined contact surface 1a having a substantially V-shape contacting the upper and lower edges of the edge portion of the lower flange 9 by two-point contact, and the roller 1 and the lower flange 9 are rotationally driven. Since the fitting state becomes possible, the working carriage can be driven without the roller 1 idling or the like with respect to the inclination of the lower flange 9, and stable traveling is realized.

【0037】さらに、各組の支持アーム2は、ガススプ
リング4により付勢されて下フランジ9の両縁部にロー
ラ1を当接させ、四つ全てがサーボモータ5で回転駆動
されて駆動輪となるそれらのローラ1で下フランジ9を
挟扼しているから、これとは別に押付車輪や加重バネ等
を用いて該フランジへの駆動輪の加圧調整等を特別に行
う必要は全くなく、それゆえ作業台車の構成を簡易かつ
軽量なものとし得て、ベースユニット3に搭載する作業
装置の大きさや重量等に関する制約の少ない作業台車が
実現する。
Further, the support arms 2 of each set are urged by the gas spring 4 to bring the rollers 1 into contact with both edges of the lower flange 9, and all four of them are rotationally driven by the servo motor 5 to drive wheels. Since the lower flange 9 is clamped by the rollers 1 to be used, there is no need to specially adjust the pressure of the drive wheel to the flange by using a pressing wheel, a weight spring or the like. Therefore, the structure of the work carriage can be made simple and lightweight, and a work carriage having less restrictions on the size, weight, etc. of the work device mounted on the base unit 3 can be realized.

【0038】そしてこの実施例の高架構造物用作業台車
によれば、橋梁のI桁材8の下フランジ9の形状変化に
対しては、例えば図6に示すように、下フランジ9がそ
の長手方向に沿って厚みが増すように形状変化している
場合、組をなす支持アーム2の、下フランジ9の両縁部
を挟扼するローラ1同士の間隔が拡大しつつ、それらの
ローラ1の概略V字形状の傾斜接触面1aと、板厚が増加
した下フランジ9の縁部との二つの当接点が傾斜に沿っ
て互いに離間する方向に移動するだけで足り、また図示
しないが下フランジ9がその長手方向に沿って厚みが減
少するように形状変化している場合も同様に、組をなす
支持アーム2の、下フランジ9の両縁部を挟扼するロー
ラ1同士の間隔が縮小しつつ、それらのローラ1の概略
V字形状の傾斜接触面1aと、板厚が減少した下フランジ
9の縁部との二つの当接点が傾斜に沿って互いに接近す
る方向に移動するだけで足り、何れの場合も作業台車自
身の走行に支障が生ずることはない。
According to the work truck for the elevated structure of this embodiment, when the shape of the lower flange 9 of the I-girder material 8 of the bridge is changed, the lower flange 9 has its longitudinal length as shown in FIG. 6, for example. When the shape is changed so as to increase in thickness along the direction, the distance between the rollers 1 sandwiching both edges of the lower flange 9 of the pair of support arms 2 is increased, and the rollers 1 of the rollers 1 are formed. It suffices that the two contact points between the substantially V-shaped inclined contact surface 1a and the edge portion of the lower flange 9 having an increased plate thickness move in the directions of separating from each other along the inclination, and although not shown, the lower flange. Similarly, when the shape of the rollers 9 changes so that the thickness thereof decreases along the longitudinal direction, the distance between the rollers 1 that sandwich the both edges of the lower flange 9 of the pair of support arms 2 decreases. In addition, the roller 1 has a substantially V-shaped inclined contact. It suffices that the two contact points between the surface 1a and the edge of the lower flange 9 having the reduced plate thickness move in the directions approaching each other along the slope, and in either case, the traveling of the work carriage itself is hindered. There is no such thing.

【0039】さらに、図5および図7に示すように、橋
梁のI桁材8の下フランジ9の面上に存在する垂直補剛
材20や接合板21および接合ボルト群22等の障害物によっ
て一時的に下フランジ9の縁部とローラ1との当接点の
位置が変化するような場合でも、ローラ1の概略V字形
状の傾斜接触面1aにおける当接点が傾斜に沿って移動す
るだけでそれら垂直補剛材20や接合板21および接合ボル
ト群22等の障害物を円滑に回避にすることができ、作業
台車自身の走行に支障が生ずることはない。
Further, as shown in FIGS. 5 and 7, due to the obstacles such as the vertical stiffening member 20, the joint plate 21 and the joint bolt group 22 existing on the surface of the lower flange 9 of the I-girder member 8 of the bridge. Even when the position of the contact point between the edge of the lower flange 9 and the roller 1 temporarily changes, the contact point on the substantially V-shaped inclined contact surface 1a of the roller 1 simply moves along the inclination. Obstacles such as the vertical stiffening member 20, the joint plate 21 and the joint bolt group 22 can be smoothly avoided, and the traveling of the work carriage itself is not hindered.

【0040】このようにこの実施例の高架構造物用作業
台車によれば、橋梁のI桁材8の下フランジ9の縁部に
当接するローラ1が概略V字形状の傾斜接触面1aを持つ
鼓状となっているため、下フランジ9の板厚変化に追従
し得るとともに、下フランジ9の面上に存在する障害物
をも円滑に回避し得て、安定した走行を行うことができ
る。
As described above, according to the work truck for an elevated structure of this embodiment, the roller 1 that abuts on the edge of the lower flange 9 of the I-girder material 8 of the bridge has a substantially V-shaped inclined contact surface 1a. Since it has a drum shape, it is possible to follow the change in the plate thickness of the lower flange 9, and it is possible to avoid obstacles existing on the surface of the lower flange 9 smoothly, and to perform stable traveling.

【0041】また、上記ローラ1とは別に、駆動輪の高
さ調節手段や段差乗越手段等を用いてフランジ板厚変化
時等の走行のための調整等を特別に行う必要は全くな
く、それゆえ作業台車の構成を簡易かつ軽量なものとし
得て、ベースユニット3に搭載する作業装置の大きさや
重量等に関する制約の少ない作業台車が実現する。
In addition to the roller 1, there is no need to make special adjustments for running when the thickness of the flange plate changes, using means for adjusting the height of the driving wheels, means for stepping over steps, etc. Therefore, the structure of the work carriage can be made simple and lightweight, and a work carriage having less restrictions on the size, weight, etc. of the work device mounted on the base unit 3 can be realized.

【0042】しかもこの実施例では、ローラ1の概略V
字状の傾斜接触面1aが裁頭円錐面の組み合わせゆえその
傾斜接触面1aの各傾斜が直線状をなしているので、フラ
ンジ板厚の増減によって、下フランジ9の縁部とローラ
1の概略V字状の傾斜接触面1aとの当接点がその傾斜に
沿って移動する移動量が、フランジ板厚の増減幅と対応
するものとなり、このことから、支持アーム2を支持す
るベースユニット3は下フランジ9に対して常に一定の
距離を保ちつつ走行する。
Further, in this embodiment, the outline V of the roller 1 is
Since each of the inclined contact surfaces 1a has a linear shape due to the combination of the truncated conical surface of the character-shaped inclined contact surface 1a, the edge of the lower flange 9 and the outline of the roller 1 can be changed by increasing or decreasing the flange plate thickness. The amount of movement of the contact point with the V-shaped inclined contact surface 1a along the inclination corresponds to the increase / decrease width of the flange plate thickness. Therefore, the base unit 3 supporting the support arm 2 The vehicle always travels while maintaining a constant distance with respect to the lower flange 9.

【0043】従ってこの実施例の高架構造物用作業台車
によれば、ベースユニット3に搭載される作業装置は、
下フランジ9ひいては橋梁のI桁材8に対して一定の距
離を維持したまま安定した計測、点検、補修作業を行う
ことができる。
Therefore, according to the work truck for the elevated structure of this embodiment, the work device mounted on the base unit 3 is
It is possible to perform stable measurement, inspection, and repair work while maintaining a constant distance with respect to the lower flange 9 and thus the I-beam member 8 of the bridge.

【0044】さらに、この実施例の高架構造物用作業台
車によれば、例えば図6に示すように、下フランジ9が
その長手方向に沿って幅広になるように形状変化してい
る場合、組をなす支持アーム2の、下フランジ9の両縁
部を挟扼するローラ1同士の間隔が下フランジ9の板幅
の拡大変化に追従して拡大するだけで足り、また図示し
ないが下フランジ9がその長手方向に沿って幅狭になる
ように形状変化している場合も同様に、組をなす支持ア
ーム2の、下フランジ9の両縁部を挟扼するローラ1同
士の間隔が下フランジ9の板幅の縮小変化に追従して縮
小するだけで足り、何れの場合も作業台車自身の走行に
支障が生ずることはない。
Further, according to the work truck for elevated structure of this embodiment, as shown in FIG. 6, for example, when the lower flange 9 is changed in shape so as to be wide along its longitudinal direction, The space between the rollers 1 of the support arm 2 forming the support flange 2 that clamps both edges of the lower flange 9 is sufficient to be expanded in accordance with the expansion change of the plate width of the lower flange 9, and the lower flange 9 is not shown. Similarly, in the case where the shape of the support arms 2 is narrowed along the longitudinal direction thereof, the distance between the rollers 1 for sandwiching both edges of the lower flange 9 of the pair of support arms 2 is also lower flange. It suffices to reduce the plate width by following the reduction change of the plate width of No. 9, and in any case, the traveling of the work carriage itself is not hindered.

【0045】さらに、この実施例の高架構造物用作業台
車によれば、ローラ1の傾斜接触面1aの軸線方向両端部
に隣接してその傾斜接触面1aよりも半径方向に突出する
鍔状の落下防止用縁部1bを具えていることから、下フラ
ンジ9の縁部とローラ1との当接点がそのローラ1の概
略V字状の傾斜接触面1aから逸脱してしまうような場合
でも、ローラ1のその傾斜接触面1aよりも半径方向に突
出する落下防止用縁部1bによってローラ1が下フランジ
9の縁部に掛止されるので、作業台車が走行中に落下す
るのを防止することができる。
Further, according to the work truck for elevated structure of this embodiment, the roller 1 has a brim-like shape which is adjacent to both axial end portions of the inclined contact surface 1a and protrudes in the radial direction from the inclined contact surface 1a. Since the fall prevention edge portion 1b is provided, even when the contact point between the edge portion of the lower flange 9 and the roller 1 deviates from the substantially V-shaped inclined contact surface 1a of the roller 1, Since the roller 1 is hooked on the edge of the lower flange 9 by the fall prevention edge 1b that projects in the radial direction from the inclined contact surface 1a of the roller 1, the work carriage is prevented from falling during traveling. be able to.

【0046】また、この実施例の高架構造物用作業台車
によれば、ベースユニット3が、各支持アーム2を揺動
可能に枢支していることから、各支持アーム2が車両の
車輪懸架装置のリーディングアームやトレーリングアー
ムと同様に機能するので、図5に示すように、ローラ1
が橋梁のI桁材8の下フランジ9の面上に存在する垂直
補剛材20や図示しない吊金具等の材片に接した場合で
も、支持アーム2が円滑に揺動してローラ1がその垂直
補剛材20や吊金具等の材片を円滑に回避することがで
き、これにより安定した走行を行うことができる。
According to the work truck for elevated structure of this embodiment, since the base unit 3 pivotally supports the support arms 2 so that each support arm 2 can suspend the wheels of the vehicle. Since it functions similarly to the leading arm or trailing arm of the device, as shown in FIG.
Even when it comes into contact with the vertical stiffening member 20 existing on the surface of the lower flange 9 of the I-beam member 8 of the bridge or a piece of material such as a hanging metal fitting (not shown), the support arm 2 swings smoothly and the roller 1 It is possible to smoothly avoid the vertical stiffening member 20 and the pieces of the hanging metal fittings and the like, and thereby stable traveling can be performed.

【0047】さらに、この実施例の高架構造物用作業台
車によれば、支持アーム付勢手段として、ベースユニッ
ト3に揺動可能に枢支された支持アーム2に結合された
リンク部材6とベースユニット3との間に介挿されたガ
ススプリング4を用いていることから、支持アーム付勢
手段を簡易に構成することができるとともに、図3に示
すように、支持アーム2の枢支点と、リンク部材6およ
びベースユニット3に対するガススプリング4の両端部
の連結点とが幾何学的に一直線上に並ぶ揺動位置で支持
アーム2に対するガススプリング4の回動付勢力が無く
なるので、その揺動位置で支持アーム2を停止させてお
くことで、組をなすローラ1同士の間隔を大きなままに
維持し得て、下フランジ9に対する作業台車の着脱を容
易ならしめることができる。
Further, according to the work truck for elevated structure of this embodiment, the link member 6 connected to the support arm 2 pivotably supported by the base unit 3 and the base are used as the support arm biasing means. Since the gas spring 4 inserted between the unit 3 and the unit 3 is used, the support arm urging means can be configured simply and, as shown in FIG. 3, the pivot point of the support arm 2 and The pivoting force of the gas spring 4 on the support arm 2 disappears at the rocking position where the link member 6 and the connection points of the both ends of the gas spring 4 to the base unit 3 are geometrically aligned, so that the rocking motion is eliminated. By stopping the support arm 2 at the position, it is possible to maintain a large gap between the rollers 1 forming a set and facilitate the attachment / detachment of the work carriage to / from the lower flange 9. It can be.

【0048】図8(a)は、上記実施例の高架構造物用
作業台車のベースユニット3の、ローラ1に向く面と反
対側の面3bに搭載される作業装置の一例としての点検用
多関節カメラ装置14を、腕15を広げた状態で示す斜め下
から見た斜視図、図8(b)は、その点検用多関節カメ
ラ装置14を、腕15を縮めた状態で示す斜め下から見た斜
視図であり、ここにおける点検用多関節カメラ装置14
は、図中矢印で示すように、内蔵するモータで二本の腕
15を五自由度で動かしてそれらの腕15の先端部に支持す
るCCDカメラ16の位置および向きを変化させるととも
に、それらのCCDカメラ16で撮像した画像を電気信号
で出力するものである。
FIG. 8A shows a multi-purpose inspection device as an example of a work device mounted on the surface 3b of the base unit 3 of the work truck for elevated structures according to the above-mentioned embodiment, which is opposite to the surface facing the roller 1. FIG. 8B is a perspective view of the joint camera device 14 seen from an oblique lower side with the arm 15 widened. FIG. 8B shows the joint articulated camera device 14 for inspection with the arm 15 contracted from the oblique lower side. It is the perspective view which it saw, the articulated camera device 14 for inspection here.
As shown by the arrow in the figure, the built-in motor has two arms.
The position and direction of the CCD camera 16 supported on the tip of the arm 15 are changed by moving the 15 with five degrees of freedom, and the image captured by the CCD camera 16 is output as an electric signal.

【0049】図9(a)は、上記実施例の高架構造物用
作業台車のベースユニット3の、ローラ1に向く面と反
対側の面3bに搭載された上記点検用多関節カメラ装置14
を腕を広げた状態で示す斜め下から見た斜視図、図9
(b)は、その点検用多関節カメラ装置14を腕を縮めた
状態で示す斜め下から見た斜視図であり、上記実施例の
作業台車が、操作者の操作に基づく制御装置11からの無
線での指令信号を制御盤12により受け取ってその指令信
号に従い橋梁のI桁材8の下フランジ9に沿って矢印で
示すように懸垂走行する間、点検用多関節カメラ装置14
は、CCDカメラ16の位置や向きを腕15で適宜変更しな
がら橋梁のI桁材8やその近辺の図示しない床版の下面
をCCDカメラ16で撮像して画像信号を制御盤12を介し
て制御装置11へ無線で転送する。これにより、撮像した
画像を制御装置11の画像表示装置に表示させて現場で操
作者の目視により検査を行ったり、撮像した画像を制御
装置11の磁気テープやハードディスク等を記録媒体とし
た画像記録装置に記録させて後の時点で詳細な検査を行
ったりすることができる。そして下フランジ9の幅が狭
まった場合にも、図9(b)に示すように腕15を縮めれ
ば、下フランジ9の縁部を一定距離で撮像することがで
きる。なお、上記実施例の作業台車の走行制御や点検用
多関節カメラ装置14の作動の制御は、制御装置11に設け
たコンピュ−タまたはベースユニット3自体に搭載した
マイクロコンピュ−タが自動的に行うようにしても良
い。
FIG. 9A shows the articulated camera device for inspection 14 mounted on the surface 3b opposite to the surface facing the roller 1 of the base unit 3 of the work truck for elevated structures of the above embodiment.
FIG. 9 is a perspective view showing the state in which the arms are spread out, as seen from an oblique lower side;
FIG. 2B is a perspective view of the inspection articulated camera device 14 in a state in which the arm is contracted, as viewed from obliquely below. The work carriage of the above-described embodiment is operated from the control device 11 based on the operation of the operator. While receiving a wireless command signal from the control panel 12 and suspending it along the lower flange 9 of the I-girder material 8 of the bridge according to the command signal, as shown by the arrow, an articulated camera device for inspection 14
While changing the position and orientation of the CCD camera 16 with the arm 15, the CCD camera 16 captures an image of the lower surface of the I-girder material 8 of the bridge and the floor slab (not shown) in the vicinity thereof, and the image signal is transmitted via the control panel 12. The data is wirelessly transferred to the control device 11. As a result, the captured image is displayed on the image display device of the control device 11 and visually inspected by the operator at the site, and the captured image is recorded on the magnetic tape or the hard disk of the control device 11 as a recording medium. It can be recorded in the device for later detailed inspection. Even when the width of the lower flange 9 is narrowed, the edge portion of the lower flange 9 can be imaged at a constant distance by retracting the arm 15 as shown in FIG. 9B. The traveling control of the work vehicle and the control of the operation of the inspection articulated camera device 14 of the above embodiment are automatically performed by a computer provided in the control device 11 or a micro computer installed in the base unit 3 itself. You may do it.

【0050】図10は、上記実施例の高架構造物用作業台
車のベースユニット3の、ローラ1に向く面と反対側の
面3bに搭載される作業装置の他の一例としての点検用ブ
リッジ型多関節カメラ装置17を示す斜め下から見た斜視
図であり、ここにおける点検用ブリッジ型多関節カメラ
装置17は、二台の作業台車のベースユニット3の面3bに
両端部を装着される二本のガイドレール18と、内蔵する
モータでそのガイドレール18に沿って二台の作業台車の
間で図中矢印で示すように直線移動するとともに腕15を
図中矢印で示すように昇降させ、さらに腕15の先端部に
支持するCCDカメラ16の向きを図中矢印で示すように
変化させるヘッド19とを具え、そのヘッド19と腕15とを
四自由度で動かしてその腕15の先端部のCCDカメラ16
の位置および向きを変化させるとともに、そのCCDカ
メラ16で撮像した画像を電気信号で出力するものであ
る。
FIG. 10 is a bridge type for inspection as another example of the working device mounted on the surface 3b of the base unit 3 of the work truck for elevated structures of the above-mentioned embodiment, which is opposite to the surface facing the roller 1. FIG. 3 is a perspective view of the articulated camera device 17 as seen from obliquely below, in which the inspection bridge-type articulated camera device 17 has two end parts mounted on the surface 3b of the base unit 3 of the two work carriages. The guide rail 18 of the book and a built-in motor linearly move between the two work carriages along the guide rail 18 as indicated by the arrow in the figure, and the arm 15 is moved up and down as indicated by the arrow in the figure. Further, a head 19 for changing the direction of the CCD camera 16 supported on the tip of the arm 15 as shown by an arrow in the figure is provided, and the head 19 and the arm 15 are moved in four degrees of freedom to move the tip of the arm 15. CCD camera 16
The position and the direction of is changed and the image picked up by the CCD camera 16 is output as an electric signal.

【0051】図11は、二台の上記実施例の高架構造物用
作業台車のベースユニット3の、ローラ1に向く面と反
対側の面3bにそれらの作業台車を繋ぐように搭載された
上記点検用ブリッジ型多関節カメラ装置17を示す斜め下
から見た斜視図であり、上記実施例の二台の作業台車
が、操作者の操作に基づくここでは図示しない制御装置
11からの無線での指令信号を制御盤12により受け取って
その指令信号に従い橋梁の二本のI桁材8の下フランジ
9に沿って矢印で示すように同期して懸垂走行する間、
点検用ブリッジ型多関節カメラ装置17は、CCDカメラ
16の位置や向きをヘッド19と腕15とで適宜変更しながら
橋梁のI桁材8や二本のI桁材8間の図示しない床版の
下面をCCDカメラ16で撮像して画像信号を制御盤12を
介して制御装置11へ無線で転送する。これにより、撮像
した画像を制御装置11の画像表示装置に表示させて現場
で操作者の目視により検査を行ったり、撮像した画像を
制御装置11の磁気テープやハードディスク等を記録媒体
とした画像記録装置に記録させて後の時点で詳細な検査
を行ったりすることができる。なお、上記実施例の作業
台車の走行制御や点検用ブリッジ型多関節カメラ装置17
の作動の制御も、制御装置11に設けたコンピュ−タまた
はベースユニット3自体に搭載したマイクロコンピュ−
タが自動的に行うようにしても良い。
FIG. 11 shows the two base units 3 of the work trucks for elevated structures according to the above-mentioned embodiment, which are mounted on the surface 3b of the base unit 3 opposite to the surface facing the roller 1 so as to connect the work trucks. FIG. 6 is a perspective view of the inspection bridge type articulated camera device 17 as seen from obliquely below, in which the two work trolleys of the above-described embodiment are based on an operator's operation and are not shown in the figure.
While receiving a command signal by radio from 11 by the control panel 12 and according to the command signal, the two I-girder members 8 of the bridge 8 are suspended in synchronism as shown by the arrows along the lower flange 9 of the bridge,
The inspection bridge type articulated camera device 17 is a CCD camera.
While appropriately changing the position and orientation of 16 with the head 19 and the arm 15, the CCD camera 16 images the lower surface of the I-girder material 8 of the bridge and the floor slab (not shown) between the two I-girder materials 8 to generate an image signal. Wirelessly transferred to the control device 11 via the control panel 12. As a result, the captured image is displayed on the image display device of the control device 11 and visually inspected by the operator at the site, and the captured image is recorded on the magnetic tape or the hard disk of the control device 11 as a recording medium. It can be recorded in the device for later detailed inspection. The bridge type articulated camera device 17 for traveling control and inspection of the work vehicle of the above embodiment
The operation of the computer is also controlled by a computer provided in the control device 11 or a micro computer installed in the base unit 3 itself.
You may make it automatic.

【0052】以上、図示例に基づき説明したが、この発
明は上述の例に限定されるものでなく、例えば、ローラ
の傾斜接触面は例えば双曲線の如き凹曲線状に傾斜した
ものでも良く、また落下防止用縁部はローラと別体にさ
れて支持ア−ムに固定されていても良く、さらにベース
ユニットは支持ア−ムを直線的に進退移動可能に支持し
ていても良い。そして支持ア−ムは三組以上設けられて
いても良く、またベースユニットはフランジの幅に合わ
せて拡幅可能なように走行方向の左右に二分割されて連
結部材で連結されていても良い。
Although the present invention has been described above based on the illustrated example, the present invention is not limited to the above-mentioned example. For example, the inclined contact surface of the roller may be a concave curve such as a hyperbola. The fall-prevention edge may be separated from the roller and fixed to the support arm, and the base unit may support the support arm so as to be linearly movable back and forth. Further, three or more sets of support arms may be provided, and the base unit may be divided into two parts on the left and right in the traveling direction and connected by a connecting member so that the base unit can be widened according to the width of the flange.

【0053】さらに、この発明の高架構造物用作業台車
のベースユニットに搭載される作業装置は、溶接装置や
塗装装置であっても良く、それらの作業装置への電源供
給は有線で行っても良い。そしてこの発明の高架構造物
用作業台車を用いる高架構造物の構造材は、トラス橋や
アーチ橋等あるいは建築構造物の柱部材等であっても良
く、そのような場合に作業台車は、トラスやアーチの上
下フランジや柱部材の側面フランジに沿って胡座状態
(跨った状態)、懸垂状態あるいは横向き状態で走行し
ても良い。
Further, the work device mounted on the base unit of the work truck for elevated structures according to the present invention may be a welding device or a coating device, and power may be supplied to these work devices by wire. good. The structural material of the elevated structure using the work truck for elevated structures according to the present invention may be a truss bridge, an arch bridge or the like, or a pillar member of a building structure. In such a case, the work truck is a truss. The vehicle may travel along the upper and lower flanges of the arch or the side flanges of the pillar member in the crossed state (suspended state), the suspended state, or the sideways state.

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

【図1】 (a)は、本発明の高架構造物用作業台車の
一実施例を示す側面図、(b)は、その実施例の作業台
車を示す平面図、(c)は、その実施例の作業台車を示
す正面図、(d)は、その実施例の作業台車を示す、
(c)のA−A線に沿う断面図である。
1A is a side view showing an embodiment of a work truck for elevated structures according to the present invention, FIG. 1B is a plan view showing the work truck of the embodiment, and FIG. The front view which shows the working trolley of an example, (d) shows the working trolley of the Example,
It is sectional drawing which follows the AA line of (c).

【図2】 (a)および(b)は、上記実施例の作業台
車の支持アームの通常揺動位置を示す平面図および図1
(d)と同様位置での断面図である。
2A and 2B are a plan view and a plan view showing a normal swing position of a support arm of the work carriage of the above-described embodiment.
It is sectional drawing in the same position as (d).

【図3】 (a)および(b)は、上記実施例の作業台
車の支持アームの停止位置を示す平面図および図1
(d)と同様位置での断面図である。
3 (a) and 3 (b) are a plan view and a plan view showing a stop position of a support arm of the work carriage of the above embodiment.
It is sectional drawing in the same position as (d).

【図4】 (a)は、高架構造物の構造材の一例として
の橋梁のI桁材の、幅一定の通常の下フランジに沿って
走行する場合の、上記実施例の高架構造物用作業台車の
走行方法を示す下面図、(b)はその場合の作業台車を
I桁材の下部の断面とともに示す正面図である。
FIG. 4 (a) is a work for an elevated structure of the above-mentioned embodiment when traveling along an ordinary lower flange of a constant width of an I-girder material of a bridge as an example of the structural material of the elevated structure. FIG. 3B is a bottom view showing the traveling method of the dolly, and FIG. 3B is a front view showing the work dolly in that case together with a cross section of the lower portion of the I-girder material.

【図5】 (a)は、高架構造物の構造材の一例として
の橋梁のI桁材の下フランジに沿って垂直補剛材を通過
する場合の、上記実施例の高架構造物用作業台車の走行
方法を示す下面図、(b)はその場合の作業台車をI桁
材の下部の断面とともに示す正面図である。
FIG. 5 (a) is a work truck for an elevated structure of the above-described embodiment when passing a vertical stiffener along a lower flange of an I-girder member of a bridge as an example of a structural material of an elevated structure. 3B is a bottom view showing the traveling method of FIG. 3B, and FIG. 3B is a front view showing the work carriage in that case together with the cross section of the lower portion of the I-girder material.

【図6】 (a)は、高架構造物の構造材の一例として
の橋梁のI桁材の下フランジに沿ってフランジ拡幅・増
厚部を通過する場合の、上記実施例の高架構造物用作業
台車の走行方法を示す下面図、(b)はその場合の作業
台車をI桁材の下部の断面とともに示す正面図である。
FIG. 6 (a) is for an elevated structure of the above-described example when passing through a flange widening / thickening portion along a lower flange of an I-girder material of a bridge as an example of a structural material of an elevated structure. The bottom view which shows the traveling method of a work trolley | bogie, (b) is a front view which shows the work trolley in that case with the cross section of the lower part of I girder material.

【図7】 (a)は、高架構造物の構造材の一例として
の橋梁のI桁材の下フランジに沿ってフランジ接合部の
接合板および接合ボルト群を通過する場合の、上記実施
例の高架構造物用作業台車の走行方法を示す下面図、
(b)はその場合の作業台車をI桁材の下部の断面とと
もに示す正面図である。
FIG. 7 (a) is a view of the above embodiment in the case of passing a joint plate and a joint bolt group of a flange joint along a lower flange of an I-girder material of a bridge as an example of a structural material of an elevated structure. The bottom view showing the traveling method of the work truck for elevated structures,
(B) is a front view which shows the work trolley in that case with the cross section of the lower part of I girder material.

【図8】 (a)は、上記実施例の高架構造物用作業台
車のベースユニットに搭載される作業装置の一例として
の点検用多関節カメラ装置を、腕を広げた状態で示す斜
め下から見た斜視図、(b)は、その点検用多関節カメ
ラ装置を、腕を縮めた状態で示す斜め下から見た斜視図
である。
FIG. 8A is a perspective view showing an articulated camera device for inspection, which is an example of a work device mounted on the base unit of the work truck for elevated structures of the above-described embodiment, in a state in which the arms are open; FIG. 1B is a perspective view of the inspected articulated camera device as viewed from obliquely below with the arm retracted.

【図9】 (a)は、上記実施例の高架構造物用作業台
車のベースユニッ3に搭載された上記点検用多関節カメ
ラ装置を腕を広げた状態で示す斜め下から見た斜視図、
(b)は、その点検用多関節カメラ装置を腕を縮めた状
態で示す斜め下から見た斜視図である。
FIG. 9 (a) is a perspective view of the articulated camera device for inspection mounted on the base unit 3 of the work truck for elevated structures of the above embodiment, seen from diagonally below, showing an arm in an open state;
FIG. 6B is a perspective view of the inspection articulated camera device with the arm retracted, as viewed from diagonally below.

【図10】 上記実施例の高架構造物用作業台車のベー
スユニットに搭載される作業装置の他の一例としての点
検用ブリッジ型多関節カメラ装置を示す斜め下から見た
斜視図である。
FIG. 10 is a perspective view of an inspection bridge type articulated camera device as another example of a working device mounted on the base unit of the work truck for elevated structures according to the above embodiment, as seen from obliquely below.

【図11】 二台の上記実施例の高架構造物用作業台車
のベースユニットにそれらの作業台車を繋ぐように搭載
された上記点検用ブリッジ型多関節カメラ装置を示す斜
め下から見た斜視図である。
FIG. 11 is a perspective view of the inspection bridge-type articulated camera device mounted on the base units of the two work trucks for elevated structures of the above-described embodiment so as to connect the work trucks, as seen from an oblique bottom view. Is.

【符号の説明】[Explanation of symbols]

1 ロ−ラ 1a 傾斜接触面 1b 落下防止用縁部 2 支持ア−ム 3 ベ−スユニット 4 ガススプリング 5 サ−ボモ−タ 6 リンク部材 8 I桁材 9 下フランジ 10 ドライバ 11 制御装置 12 制御盤 13 バッテリ 14 点検用多関節カメラ装置 15 腕 16 CCDカメラ 17 点検用ブリッジ型多関節カメラ装置 18 ガイドレ−ル 19 ヘッド 20 垂直補剛材 21 接合板 22 接合ボルト群 1 roller 1a Inclined contact surface 1b Fall prevention edge 2 Support arm 3 base units 4 gas spring 5 Servo motor 6 Link members 8 I girder material 9 Lower flange 10 driver 11 Control device 12 Control panel 13 battery 14 Articulated camera device for inspection 15 arms 16 CCD camera 17 Bridge type articulated camera device for inspection 18 Guide rail 19 heads 20 Vertical stiffener 21 Bonding plate 22 Group of bolts

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 橋梁等の高架構造物の構造材(8)のフ
ランジ(9)に沿って移動する高架構造物用作業台車に
おいて、 概略V字状の傾斜接触面(1a)を有する鼓状のローラ
(1)を所定回転軸線周りに回転可能に支持する支持ア
ーム(2)と、 少なくとも二組の前記支持アーム(2)を、その支持ア
ームの組同士で前記作業台車の走行方向に互いに離間さ
せて、同じ組をなす前記支持アームの前記ローラ(1)
同士が前記走行方向と直行する方向に互いに接近および
離間し得るように支持するとともに、前記少なくとも二
組の支持アームの前記ローラ(1)を、前記回転軸線が
前記走行方向と前記ローラ同士の接近および離間方向と
に直角に延在する向きに配置する、作業装置を搭載可能
なベースユニット(3)と、 前記各組の支持アーム(2)の前記ローラ(1)同士が
互いに接近して、それらのローラが前記構造材(8)の
フランジ(9)の縁部に前記傾斜接触面(1a)を当接さ
せて前記フランジを挟扼するように前記支持アームを付
勢する支持アーム付勢手段(4)と、 少なくとも一つの前記ローラ(1)を回転駆動するロー
ラ回転駆動手段(5)と、 を具えてなる、高架構造物用作業台車。
1. A work trolley for an elevated structure which moves along a flange (9) of a structural material (8) of an elevated structure such as a bridge, and has a drum shape having an inclined V-shaped contact surface (1a). A support arm (2) for rotatably supporting the roller (1) of the device (1) around a predetermined rotation axis, and at least two sets of the support arms (2) in the traveling direction of the work cart by the pair of support arms. The rollers (1) of the supporting arms that are spaced apart and form the same set
The rollers (1) of the at least two sets of support arms are supported so that they can approach and separate from each other in a direction orthogonal to the running direction, and the rotation axis of the rollers (1) approaches the running direction and the rollers. And a base unit (3) capable of mounting a working device, which is arranged in a direction extending at right angles to the separation direction, and the rollers (1) of the support arms (2) of each set approach each other, Biasing of the support arm such that those rollers urge the support arm so that the inclined contact surface (1a) is brought into contact with the edge of the flange (9) of the structural material (8) to clamp the flange. A work carriage for an elevated structure, comprising: means (4); and roller rotation driving means (5) for rotationally driving at least one roller (1).
【請求項2】 前記ローラ(1)の前記傾斜接触面(1
a)の少なくとも前記ベースユニット(3)から離間し
た側の軸線方向端部に隣接してその傾斜接触面よりも半
径方向に突出する落下防止用縁部(1b)を具えることを
特徴とする、請求項1記載の高架構造物用作業台車。
2. The inclined contact surface (1) of the roller (1)
a) a fall prevention edge portion (1b) adjacent to at least the axial end portion on the side separated from the base unit (3) and protruding in the radial direction from the inclined contact surface. A work carriage for an elevated structure according to claim 1.
【請求項3】 前記ベースユニット(3)は、前記支持
アーム(2)を揺動可能に枢支していることを特徴とす
る、請求項1または2記載の高架構造物用作業台車。
3. The work truck for elevated structures according to claim 1, wherein the base unit (3) pivotally supports the support arm (2).
【請求項4】 前記支持アーム付勢手段(4) は、前記
支持アーム(2)に結合されたリンク部材(6)と前記
ベースユニット(3)との間に介挿された弾性手段であ
ることを特徴とする、請求項3記載の高架構造物用作業
台車。
4. The support arm biasing means (4) is an elastic means interposed between a link member (6) connected to the support arm (2) and the base unit (3). The work truck for an elevated structure according to claim 3, characterized in that.
JP2001320540A 2001-10-18 2001-10-18 Work trolley for elevated structures Expired - Fee Related JP3694260B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001320540A JP3694260B2 (en) 2001-10-18 2001-10-18 Work trolley for elevated structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001320540A JP3694260B2 (en) 2001-10-18 2001-10-18 Work trolley for elevated structures

Publications (2)

Publication Number Publication Date
JP2003119721A true JP2003119721A (en) 2003-04-23
JP3694260B2 JP3694260B2 (en) 2005-09-14

Family

ID=19137917

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3694260B2 (en)

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