JP2673165B2 - Mobile scaffolding equipment for bridges - Google Patents

Mobile scaffolding equipment for bridges

Info

Publication number
JP2673165B2
JP2673165B2 JP16950690A JP16950690A JP2673165B2 JP 2673165 B2 JP2673165 B2 JP 2673165B2 JP 16950690 A JP16950690 A JP 16950690A JP 16950690 A JP16950690 A JP 16950690A JP 2673165 B2 JP2673165 B2 JP 2673165B2
Authority
JP
Japan
Prior art keywords
bridge
scaffold
beams
movable
moving
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
Application number
JP16950690A
Other languages
Japanese (ja)
Other versions
JPH0460004A (en
Inventor
忠彦 田原
勉 原田
Original Assignee
株式会社三井三池製作所
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 株式会社三井三池製作所 filed Critical 株式会社三井三池製作所
Priority to JP16950690A priority Critical patent/JP2673165B2/en
Publication of JPH0460004A publication Critical patent/JPH0460004A/en
Application granted granted Critical
Publication of JP2673165B2 publication Critical patent/JP2673165B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Bridges Or Land Bridges (AREA)
  • Movable Scaffolding (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、橋梁上に存在する障害物を回避しながら移
動可能とした橋梁用移動式足場装置に関する。
Description: TECHNICAL FIELD The present invention relates to a movable scaffolding apparatus for a bridge, which is movable while avoiding obstacles existing on the bridge.

〔従来の技術〕[Conventional technology]

従来、この種の橋梁用移動式足場装置としては、例え
ば橋梁の上弦材を軌道とし、この軌道上を転動あるいは
脱輪可能な走行車輪を橋梁の側面及び下面を検査する橋
梁検査車の側面検査車に設けて、上弦材上に障害物があ
った場合には走行車輪を橋梁の側部外方に格納し、しか
るのち復帰できるように構成したものが提案されている
(特開昭57−205602号公報参照)。
Conventionally, as this type of mobile scaffolding device for a bridge, for example, the upper chord member of the bridge is used as a track, and the running wheels capable of rolling or derailing on the track are inspected on the side surface and the bottom surface of the bridge. It has been proposed that the vehicle be installed on the inspection vehicle so that the traveling wheels can be stored outside the side of the bridge in case there is an obstacle on the upper chord member, and then the vehicle can be restored afterward (JP-A-57). -205602 reference).

また、この種の橋梁用移動式足場装置としては、橋軸
に対し直交する方向に並設される一対の単位足場からな
り、この単位足場を、橋梁の左右両側部に固定自在とさ
れた一対の走行部と、これら走行部から橋梁の幅方向外
方に向けて設けられた支持部と、これら支持部の外側端
部から下方へ垂設された足場吊下部と、当該足場吊下部
に設けた足場フレームとを備えたものが提案されてい
る。
In addition, this type of mobile scaffolding device for bridges is composed of a pair of unit scaffolds arranged side by side in a direction orthogonal to the bridge axis, and the unit scaffolds are fixed to both left and right sides of the bridge. Running parts, supporting parts provided from these running parts toward the outside in the width direction of the bridge, scaffold hanging parts hanging downward from the outer end parts of these supporting parts, and provided on the scaffold hanging parts. With a scaffolding frame has been proposed.

これら橋梁用移動式足場装置によっても、橋梁上の橋
軸方向に移動しながら、橋梁の点検やその他の作業に利
用できる。
These mobile scaffolding devices for bridges can also be used for bridge inspections and other work while moving in the bridge axis direction on the bridges.

〔発明が解決しようとする課題〕[Problems to be solved by the invention]

ところで、橋梁上や橋梁脇に背丈の高い施設や障害
物、例えば照明等がある場合、前者の装置は走行車輪を
橋梁の側部外方に格納し、しかるのち復帰できるように
構成して障害物をかわして前進するようにし、あるいは
後者の装置も支持部を一定間隔に設置し、障害物に至る
前で当該アームを回動して障害物を回避していた。
By the way, when there are tall facilities or obstacles on or near the bridge, such as lighting, the former device stores the traveling wheels outside the side of the bridge, and then configures them so that they can be restored after that. In order to avoid the obstacle by moving the object forward, or in the latter device, the supporting portions are installed at a constant interval and the arm is rotated before reaching the obstacle.

したがって、前者の装置の場合は、障害物を回避させ
る機構が複雑であり、また障害物を回避するための操作
が複雑、煩雑であるという欠点がある。また、後者の装
置の場合は、障害物を回避するために当該アームを回動
させるため、当該アームの回動半径内に他の障害物があ
ると、その障害物を回避できなかったり、橋梁の両脇上
の特定の位置に障害物が存在するときには回避不能とな
たりするという欠点がある。
Therefore, the former device has a drawback that the mechanism for avoiding the obstacle is complicated, and the operation for avoiding the obstacle is complicated and complicated. In the case of the latter device, since the arm is rotated to avoid the obstacle, if there is another obstacle within the turning radius of the arm, the obstacle cannot be avoided or the bridge cannot be avoided. When there are obstacles at specific positions on both sides of the vehicle, it is impossible to avoid the obstacles.

本発明は、上述した欠点を解消し、簡単な構成で確実
に障害物を回避できる橋梁用移動式足場装置を提供する
ことを目的とする。
SUMMARY OF THE INVENTION It is an object of the present invention to solve the above-mentioned drawbacks and to provide a mobile scaffolding device for a bridge which can surely avoid obstacles with a simple structure.

〔課題を解決するための手段〕[Means for solving the problem]

上記目的を達成するため、本発明は、橋梁の左右両側
部に設けられ、橋梁上を移動可能な一対の走行部と、こ
れら走行部から橋梁の幅方向外方に向けて設けられた支
持部と、これら支持部の外側端部から下方へ垂設された
足場吊下部と、前記足場吊下部下端に設けられた移動足
場とを具備した橋梁用移動式足場装置において、前記各
支持部は、前記走行部と前記足場吊下部とを連結し、所
定間隔で配置した少なくとも三本の梁と、前記各梁を橋
梁の幅方向に独立して移動可能とした可動機構とで構成
してなることを特徴とする。
In order to achieve the above-mentioned object, the present invention provides a pair of running parts that are provided on both left and right sides of a bridge and are movable on the bridge, and support parts that are provided from these running parts toward the outside in the width direction of the bridge. In the movable scaffolding apparatus for a bridge, which comprises a scaffolding hanging portion hung downward from the outer end of these supporting portions, and a moving scaffolding provided at the lower end of the scaffolding hanging portion, each of the supporting portions is The traveling unit and the suspension of the scaffolding are connected to each other, and at least three beams arranged at predetermined intervals, and a movable mechanism capable of independently moving each of the beams in the width direction of the bridge. Is characterized by.

ここで、前記梁は、それぞれ橋梁の幅方向に前記走行
部と前記足場吊下部とに進退可能に連結されるようにす
ればよい。
Here, each of the beams may be connected to the traveling portion and the scaffold suspension in the width direction of the bridge so as to be movable back and forth.

〔作用〕[Action]

本発明の橋梁用移動式足場装置は、走行部によって橋
梁の必要な場所へ移動させ、橋梁上に障害物があるとき
には、当該障害物の直前の梁を移動機構により橋梁の幅
方向に移動させて当該障害物を通過し、通過完了後に再
び当該梁を元に戻し、これを少なくとも他の二本につい
て繰り返し行うことにより、橋梁上の障害物を回避して
通過できることになる。
The mobile scaffolding device for a bridge of the present invention moves the bridge to a necessary place by the traveling part, and when there is an obstacle on the bridge, moves the beam immediately before the obstacle in the width direction of the bridge by the moving mechanism. The obstacles on the bridge can be avoided by passing through the obstacles, returning the beams again after the passage is completed, and repeating this at least for the other two.

〔実施例〕〔Example〕

以下、本発明を図示の実施例に基づいて説明する。 Hereinafter, the present invention will be described with reference to the illustrated embodiments.

第1図ないし第6図は本発明の実施例の構成を説明す
るためのものであり、第1図は本発明の橋梁用移動式足
場装置の実施例を示す構成図、第2図は同実施例の平面
図、第3図は第2図のA−A線矢視図、第4図は第3図
の要部拡大図、第5図は支持部部分の詳細図、第6図は
同実施例で使用する連結踏板部分の構成図である。
1 to 6 are for explaining the configuration of an embodiment of the present invention, FIG. 1 is a configuration diagram showing an embodiment of a mobile scaffolding apparatus for bridges of the present invention, and FIG. 2 is the same. A plan view of the embodiment, FIG. 3 is a view taken along the line AA of FIG. 2, FIG. 4 is an enlarged view of a main part of FIG. 3, FIG. 5 is a detailed view of a supporting portion, and FIG. It is a block diagram of the connection tread part used in the same Example.

これらの図において、橋梁用移動式足場装置1は、橋
梁2の左右両側部に設けられており、橋梁2の上を移動
可能な一対の走行部3,3と、これら走行部3,3から橋梁2
の幅方向外方に向けて設けられた支持部4,4と、これら
支持部4,4の外側端部から下方へ垂設された足場吊下部
5,5と、前記足場吊下部5,5の下端6,6に設けられた移動
足場7,7とを具備し、前記支持部4,4を、走行部3,3と足
場吊下部5,5とを連結する所定間隔で配置した少なくと
も三本の梁40a,40b,40cと、前記各梁40a,40b,40cを橋梁
2の幅方法に独立して移動可能とした可動機構41a,41b,
41cとで構成してなる。
In these figures, the mobile scaffolding device 1 for bridges is provided on both left and right sides of the bridge 2, and a pair of traveling parts 3, 3 that can move on the bridge 2 and the traveling parts 3, 3 Bridge 2
Of the supporting parts 4, 4 provided outward in the width direction of the scaffold, and a scaffold hanging part hung downward from the outer end parts of these supporting parts 4, 4
5,5, comprising a moving scaffold 7,7 provided at the lower end 6,6 of the scaffold suspension 5,5, the support 4,4, the running portion 3,3 and the scaffold suspension 5, At least three beams 40a, 40b, 40c arranged at a predetermined interval that connect 5 with each other, and movable mechanisms 41a, 41b, which allow the beams 40a, 40b, 40c to move independently of the width method of the bridge 2.
It consists of 41c and.

走行部3は、第3図に示すように、橋軸方向に一定間
隔を形成して設けられたゴム等よりなる車輪8、8を有
する台車枠9を有し、かつこの台車枠9の端部に設けら
れた車輪8を駆動するための駆動装置10を有している。
この車輪8は、車軸に固定したスプロケット12と前記駆
動装置10の出力スプロケット11とにチェーン13を掛けわ
たし、前記駆動装置10により回転駆動されるようになっ
ている。
As shown in FIG. 3, the traveling unit 3 has a bogie frame 9 having wheels 8 made of rubber or the like and provided at regular intervals in the bridge axis direction, and an end of the bogie frame 9 is provided. It has a drive device 10 for driving wheels 8 provided in the section.
The wheel 8 is configured so that a chain 13 is hooked on a sprocket 12 fixed to an axle and an output sprocket 11 of the drive unit 10, and is rotationally driven by the drive unit 10.

支持部4は、梁40a,40b,40cと、これら梁40a,40b,40c
をそれぞれ独立し可動できる可動機構41a,41b,41cを有
している。この可動機構41は、第5図に示すように構成
されている。すなわち、足場吊下部5の上に手動ウィン
チ42が設けられており、このウィンチ42の出力スプロケ
ット43にはチェーン44が巻き掛けられており、かつ前記
チェーン44の端部は補助スプロケット45,46を介して梁4
0の固定片47,48にそれぞれ固定されている。そして、梁
40は、足場吊下部5に移動可能に固定されており、かつ
走行部3の上部Uに着脱可能に係合されている。
The support portion 4 includes beams 40a, 40b, 40c and these beams 40a, 40b, 40c.
It has movable mechanisms 41a, 41b, 41c capable of moving independently of each other. The movable mechanism 41 is configured as shown in FIG. That is, a manual winch 42 is provided on the scaffold hanging part 5, a chain 44 is wound around an output sprocket 43 of the winch 42, and an end portion of the chain 44 has auxiliary sprockets 45 and 46. Beam through 4
It is fixed to 0 fixing pieces 47 and 48, respectively. And beams
40 is movably fixed to the scaffold suspension 5 and is removably engaged with the upper portion U of the traveling unit 3.

足場吊下部5は、第1図に示すように支持部5の下部
に移動足場7が設けられている。
The scaffold hanging part 5 is provided with a moving scaffold 7 under the supporting part 5 as shown in FIG.

移動足場7は、アングルまたはチャンネル等により細
長い長方形形状に形成され、その上面には縞鋼板等が敷
設されている。そして、移動足場7は、例えば橋梁2に
沿ってその側方に障害物がある場合、その長手方向に伸
縮可能とさせる構造としてある。
The moving scaffold 7 is formed in an elongated rectangular shape by angles or channels, and a striped steel plate or the like is laid on the upper surface thereof. Then, the moving scaffold 7 has a structure in which, for example, when there is an obstacle on the side of the bridge 2, the movable scaffold 7 can expand and contract in the longitudinal direction thereof.

なお、符号20は手すり、21aは橋梁2から装置に乗り
込むための階段、21bは装置上部から移動足場7に乗り
込むための階段、22は駆動装置10時を制御する制御盤で
ある。
Reference numeral 20 is a handrail, 21a is a stairway for getting on the device from the bridge 2, 21b is a stairway for getting on the moving scaffolding 7 from the upper part of the device, and 22 is a control panel for controlling the drive device 10 o'clock.

また、第6図において、符号55は連結踏板であり、こ
の連結踏板55の一端は支点56を介して走行部3の連絡通
路57に回動可能に固定されており、かつ前記連結踏板55
の他端は前記支持部5の通路58の上に載置されており、
必要に応じて連結踏板55を図示二点鎖線のように撥ね上
げられるようにしてある。
Further, in FIG. 6, reference numeral 55 is a connecting tread plate, one end of which is rotatably fixed to the communication passage 57 of the traveling section 3 via a fulcrum 56, and the connecting tread plate 55 is also connected.
The other end of which is placed on the passage 58 of the support portion 5,
If necessary, the connecting step board 55 can be flipped up like a two-dot chain line in the figure.

次に、上述した実施例の作用について以下に説明す
る。
Next, the operation of the above-described embodiment will be described below.

<移動足場についての動作> 最初に、走行部3の駆動装置10を駆動して車輪8、8
を回転させることにより橋梁用移動式足場装置1を必要
な場所へ移動させ、走行部3,3に設けられている昇降軸
(図示せず)を昇降させて橋梁2に対する移動足場7,7
…の高さを調整し固定する。
<Operation of moving scaffold> First, the drive device 10 of the traveling unit 3 is driven to drive the wheels 8, 8
The mobile scaffolding apparatus 1 for bridges is moved to a required place by rotating, and the elevating shaft (not shown) provided in the traveling units 3, 3 is moved up and down to move the scaffolds 7, 7 to the bridge 2.
Adjust and fix the height of.

そして、他の対向する左右の移動足場7,7を図示しな
いウィンチ等で駆動して、橋梁2の中央へと移動させ、
移動足場7,7を嵌合させたのち、例えば双方のフランジ
のボルトを締めて連結する。なお、橋梁用移動式足場装
置1を橋梁2の橋脚50の間を橋軸方向へ移動させる場合
には左右の移動足場7,7…を連結した状態で移動させる
ことができるが、移動方向(矢印Xで示す)に橋脚50が
ある場合には当該橋脚50に接触する直前の一対の左右の
移動足場7,7の連結を開放したのち、橋梁用移動式足場
装置1を移動して回避し、回避後に再び一定の移動足場
7,7を嵌合させる。このようにしているので、橋梁用移
動式足場装置1は橋脚50に当たることなく移動させるこ
とができる。
Then, the other left and right moving scaffolds 7, 7 are driven by a winch (not shown) or the like to move to the center of the bridge 2,
After fitting the movable scaffolds 7 and 7, for example, bolts on both flanges are tightened to be connected. When moving the mobile scaffolding apparatus for bridge 1 between the bridge piers 50 of the bridge 2 in the bridge axis direction, the left and right moving scaffolds 7, 7 ... Can be moved in a connected state, but the moving direction ( If there is a bridge pier 50 (indicated by arrow X), the pair of left and right moving scaffolds 7,7 immediately before contacting the bridge pier 50 is opened, and then the bridge movable scaffolding device 1 is moved to avoid it. , Constant moving scaffolding again after avoidance
Fit 7,7. Since this is done, the mobile scaffolding device 1 for bridges can be moved without hitting the piers 50.

<照明灯等(障害物)の回避動作> 次に、橋梁用移動式足場装置1が橋梁2の側部に設け
られている照明灯51を避ける場合について説明する。
<Avoiding Operation of Illumination Lights (Obstacles)> Next, a case where the bridge movable scaffolding device 1 avoids the illumination lights 51 provided on the side portions of the bridge 2 will be described.

第2図、第4図に示すように通常は、走行部3と足場
吊下部5との間には支持部4として3本の梁40a,40b,40
cが設けられている。
As shown in FIG. 2 and FIG. 4, normally, three beams 40a, 40b, 40 are provided between the running part 3 and the scaffold suspension 5 as a support part 4.
c is provided.

第9図(1)に示すように橋梁用移動式足場装置1が
照明灯51部分にくると、これをを避けるために、第7図
および第8図に示すように移動方向上流側の梁40cをウ
ィンチ42cを駆動して橋梁2の幅方向外側に移動させ、
梁40cを最大位置まで移動させる。そして、梁40cが最大
位置まで移動完了後に、第9図(2)示すように橋梁用
移動式足場装置1を移動方向に一ピッチ分移動させて、
照明灯51が梁40c部分(一ピッチ分)を通過状態になる
ようにする。このように一ピッチ分移動状態となったと
ころで橋梁用移動式足場装置1を停止し、再びウィンチ
42cを駆動して梁40cを元に戻し、走行部3と足場吊下部
5とを連結状態にする。
As shown in FIG. 9 (1), when the bridge movable scaffolding device 1 comes to the illuminating lamp 51 part, in order to avoid this, as shown in FIG. 7 and FIG. Drive the winch 42c to move 40c to the outside in the width direction of the bridge 2,
Move the beam 40c to the maximum position. After the beam 40c has moved to the maximum position, the movable scaffolding device for bridge 1 is moved by one pitch in the moving direction as shown in FIG. 9 (2),
The illumination lamp 51 is set to pass through the beam 40c portion (one pitch). When the vehicle is moved by one pitch in this way, the movable scaffolding apparatus 1 for bridge is stopped, and the winch is again moved.
The beam 42c is returned to the original position by driving 42c, and the running part 3 and the scaffold suspension 5 are connected.

次に、証明灯51の直前となった梁40をウィンチ42bを
駆動して橋梁2の幅方向外側に移動させ、梁40bを最大
位置まで移動させる。そして、梁40bが最大位置まで移
動完了後に、第9図(3)に示すように橋梁用移動式足
場装置1を移動方向に一ピッチ分移動させて、照明灯51
が梁40b部分(一ピッチ分)を通過状態となるようにす
る。このように一ピッチ分移動状態になったところで橋
梁用移動式足場装置1を停止し、再びウィンチ42bを駆
動して梁40bを元に戻し、走行部3を足場吊下部5とを
連結状態にする。
Next, the beam 40 immediately before the certification light 51 is driven to the outside of the bridge 2 in the width direction by driving the winch 42b, and the beam 40b is moved to the maximum position. After the beam 40b has moved to the maximum position, the bridge movable scaffolding device 1 is moved by one pitch in the moving direction as shown in FIG.
To pass through the beam 40b (one pitch). When the mobile scaffolding device 1 for a bridge is stopped in this way, the winch 42b is driven again to return the beam 40b to the original position, and the running part 3 is connected to the scaffold suspension part 5. To do.

さらに、移動方向下流側の梁40aをウィンチ42aを駆動
して橋梁2の幅方向外側に移動させ、梁40aが最大位置
まで移動させる。そして、梁40aが最大位置まで移動完
了後に、第9図(4)に示すように橋梁用移動式足場装
置1を移動方向に一ピッチ分移動させて、照明灯51が梁
40a部分(一ピッチ分)を通常状態となるようにする。
このように一ピット分移動状態となったところで橋梁用
移動式足場装置1を停止し、再びウィンチ42aを駆動し
て梁40aを元に戻し、走行部3と足場吊下部5とを連結
状態にする。
Further, the winch 42a is driven to move the beam 40a on the downstream side in the moving direction to the outer side in the width direction of the bridge 2, and the beam 40a is moved to the maximum position. After the beam 40a has moved to the maximum position, the bridge movable scaffolding device 1 is moved by one pitch in the movement direction as shown in FIG.
Make the 40a part (one pitch) normal.
When the moving state for one pit is reached in this way, the movable scaffolding apparatus for bridge 1 is stopped, the winch 42a is driven again to return the beam 40a to the original state, and the running section 3 and the scaffold suspension 5 are connected. To do.

そして、最後に、第9図(5)および第10図に示すよ
うに連結踏板55を撥ね上げて、橋梁用移動式足場装置1
を移動方向Xに移動させて、照明灯51が連結踏板55部分
を通過状態になるようにする。この照明灯51が連結踏板
55部分を通過すると、連結踏板55を元に戻すことによ
り、第9図(6)(第10図の二点鎖線)に示すように照
明灯51を回避できることになる。
Then, finally, as shown in FIGS. 9 (5) and 10, the connecting treads 55 are flipped up to make the bridge movable scaffolding device 1
Is moved in the movement direction X so that the illuminating lamp 51 passes through the connecting step plate 55. This lighting 51 is a tread
After passing through the portion 55, the illuminating lamp 51 can be avoided as shown in FIG. 9 (6) (two-dot chain line in FIG. 10) by returning the connecting step plate 55 to the original position.

このように本発明の橋梁用移動式足場装置1は照明灯
51を回避できることになる。
As described above, the mobile scaffolding device 1 for a bridge of the present invention is an illumination lamp.
51 can be avoided.

なお、上記実施例では、可動機構41a,41b,41cは手動
ウィンチ42a,42b,42cにより構成したが、油圧モータ、
電圧モータ、内燃機関等で駆動できるようにしてもよ
い。また、上記実施例において、梁40は三本で構成した
が四本以上であってもよい。本実施例は、上述したよう
に一本の梁40を退避状態に移動していても、常に少なく
とも他の二本の梁40をもって走行部3と足場吊下部5と
が連結されることになるので、安全を確保することがで
きる。
In the above embodiment, the movable mechanisms 41a, 41b, 41c are constituted by the manual winches 42a, 42b, 42c, but the hydraulic motor,
It may be driven by a voltage motor, an internal combustion engine, or the like. Further, in the above embodiment, the number of the beams 40 is three, but it may be four or more. In the present embodiment, even if one beam 40 is moved to the retracted state as described above, the traveling unit 3 and the scaffold suspension 5 are always connected by at least the other two beams 40. Therefore, it is possible to ensure safety.

〔発明の効果〕〔The invention's effect〕

以上説明したように本発明による橋梁用移動式足場装
置は、橋梁上の障害物を少なくとも三本の梁のうち、一
本毎に障害物を回避してゆくようにしたので、障害物を
簡単に回避して走行可能であり、かつ一本毎に障害物を
かわすので他の梁に過大な荷重がかかることがなくな
る。
As described above, since the mobile scaffolding device for a bridge according to the present invention avoids the obstacle on the bridge for each one of at least three beams, the obstacle can be easily removed. Therefore, it is possible to avoid the vehicle from traveling and to avoid obstacles for each beam, so that an excessive load is not applied to other beams.

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

第1図は本発明の橋梁用移動式足場装置の実施例を示す
正面図、第2図は同実施例の平面図、第3図は同実施例
の走行部の側面図、第4図は同走行部及び支持部の要部
を示す図、第5図は同実施例の支持部の要部を示す図、
第6図は同連結踏板部の構成図、第7図および第8図は
同実施例の支持部の動作を説明するための図、第9図
(1)〜(6)は同実施例の動作を説明するための図、
第10図は連結踏板の可動状態を説明するための図であ
る。 1……橋梁用移動式足場装置、2……橋梁、3……走行
部、4……支持部、5……足場吊下部、7……移動足
場、8……車輪、9……台車枠、40a,40b,40c……梁、4
1a,41b,41c……可動機構、42a,42b,42c……ウィンチ、4
4……チェーン、51……照明灯(障害物)、
FIG. 1 is a front view showing an embodiment of a mobile scaffolding device for a bridge of the present invention, FIG. 2 is a plan view of the same embodiment, FIG. 3 is a side view of a running part of the same embodiment, and FIG. The figure which shows the principal part of the traveling part and the support part, FIG. 5: The figure which shows the principal part of the support part of the same Example,
FIG. 6 is a block diagram of the same connecting tread portion, FIGS. 7 and 8 are views for explaining the operation of the support portion of the same embodiment, and FIGS. 9 (1) to (6) are of the same embodiment. Figure for explaining the operation,
FIG. 10 is a view for explaining the movable state of the connecting treads. 1 ... Mobile scaffolding device for bridge, 2 ... Bridge, 3 ... Traveling part, 4 ... Support part, 5 ... Scaffold suspension, 7 ... Moving scaffolding, 8 ... Wheels, 9 ... Bogie frame , 40a, 40b, 40c …… Beams, 4
1a, 41b, 41c …… Movable mechanism, 42a, 42b, 42c …… Winches, 4
4 …… Chain, 51 …… Lighting lamp (obstacle),

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】橋梁の左右両側部に設けられ、橋梁上を移
動可能な一対の走行部と、これら走行部から橋梁の幅方
向外方に向けて設けられた支持部と、これら支持部の外
側端部から下方へ垂設された足場吊下部と、前記足場吊
下部下端に設けられた移動足場とを具備した橋梁用移動
式足場装置において、前記各支持部は、前記走行部と前
記足場吊下部とを連結し、所定間隔で配置した少なくと
も三本の梁と、前記各梁を橋梁の幅方向に独立して移動
可能とした可動機構とで構成してなることを特徴とする
橋梁用移動式足場装置。
1. A pair of running parts which are provided on both left and right sides of the bridge and are movable on the bridge, support parts provided from these running parts toward the outside in the width direction of the bridge, and these supporting parts. In a mobile scaffolding apparatus for a bridge, which comprises a scaffold suspension suspended downward from an outer end and a moving scaffold provided at a lower end of the scaffold suspension, each of the support portions includes the running portion and the scaffold. A bridge characterized by comprising at least three beams connected to a suspension part and arranged at predetermined intervals, and a movable mechanism capable of independently moving the beams in the width direction of the bridge. Mobile scaffolding equipment.
【請求項2】前記梁は、それぞれ橋梁の幅方向に前記走
行部と前記足場吊下部とに進退可能に連結されたことを
特徴とする請求項1記載の橋梁用移動式足場装置。
2. The movable scaffolding device for a bridge according to claim 1, wherein the beams are connected to the traveling portion and the scaffold suspension in a width direction of the bridge so that the beams can move forward and backward.
JP16950690A 1990-06-27 1990-06-27 Mobile scaffolding equipment for bridges Expired - Fee Related JP2673165B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16950690A JP2673165B2 (en) 1990-06-27 1990-06-27 Mobile scaffolding equipment for bridges

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16950690A JP2673165B2 (en) 1990-06-27 1990-06-27 Mobile scaffolding equipment for bridges

Publications (2)

Publication Number Publication Date
JPH0460004A JPH0460004A (en) 1992-02-26
JP2673165B2 true JP2673165B2 (en) 1997-11-05

Family

ID=15887777

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16950690A Expired - Fee Related JP2673165B2 (en) 1990-06-27 1990-06-27 Mobile scaffolding equipment for bridges

Country Status (1)

Country Link
JP (1) JP2673165B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05340085A (en) * 1992-06-10 1993-12-21 Mitsubishi Denki Bill Techno Service Kk Scaffold device for elevator shaft work
JP4226488B2 (en) * 2004-02-19 2009-02-18 櫻井技研工業株式会社 Mobile suspension scaffolding for repairing bridges, elevated roads, etc.
CN101818480B (en) * 2010-04-15 2012-08-01 中铁科工集团有限公司 Box girder transfer platform and girder transferring and girder loading working procedures thereof
CN103233424A (en) * 2013-04-19 2013-08-07 济南城建集团有限公司 Hanging-basket-method support-free anti-collision wall construction method, construction hanging basket and template for construction

Also Published As

Publication number Publication date
JPH0460004A (en) 1992-02-26

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