JPH0460004A - Mobile scaffolding device for bridges - Google Patents

Mobile scaffolding device for bridges

Info

Publication number
JPH0460004A
JPH0460004A JP16950690A JP16950690A JPH0460004A JP H0460004 A JPH0460004 A JP H0460004A JP 16950690 A JP16950690 A JP 16950690A JP 16950690 A JP16950690 A JP 16950690A JP H0460004 A JPH0460004 A JP H0460004A
Authority
JP
Japan
Prior art keywords
bridge
movable
scaffold
beams
running
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
JP16950690A
Other languages
Japanese (ja)
Other versions
JP2673165B2 (en
Inventor
Tadahiko Tawara
田原 忠彦
Tsutomu Harada
勉 原田
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.)
Mitsui Miike Machinery Co Ltd
Mitsui Miike Engineering Corp
Original Assignee
Mitsui Miike Machinery Co Ltd
Mitsui Miike Engineering Corp
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 Mitsui Miike Machinery Co Ltd, Mitsui Miike Engineering Corp filed Critical Mitsui Miike Machinery Co Ltd
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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  • Bridges Or Land Bridges (AREA)
  • Movable Scaffolding (AREA)

Abstract

PURPOSE:To avoid a barrier by constituting each support part provided on the lateral outside of a bridge of three beams disposed at determined intervals, said beams connecting a running part to a platform suspending part, and a movable mechanism capable of moving each beam independently in the lateral direction of the bridge. CONSTITUTION:A transfer platform device 1 for bridge is formed of a pair of running parts moving on a bridge 2, a support part 4, a platform suspending part 5, and a moving platform 7. The support part 4 is formed of three beams 40a-40c connecting the running part 3 to the suspending part 5, and a movable mechanisms 41a-41c moving each beam independently in the lateral direction of the bridge 2. When the device 1 avoids an illumination lamp 51 on the bridge 2 side part, the beam 40c on the moving directional upper stream side is moved in the lateral outside of the bridge 2, and then the device 1 is moved by one pitch so that the illumination lamp 51 can pass the beam 40c portion, and this is repeated to pass the device. Thus, the device can easily avoid a barrier.

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。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a mobile scaffolding device for a bridge that is movable while avoiding obstacles on the bridge.

〔従来の技術] 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、この軌道上を転勤あるいは脱
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)。
[Prior Art] Conventionally, this type of mobile scaffolding device for bridges has been used, for example, for bridges where the upper chord of a bridge is used as a track, and running wheels that can be transferred or taken off on this track are used to inspect the side and bottom surfaces of the bridge. A system has been proposed that is installed on the side of the inspection vehicle so that if there is an obstacle on the upper chord, the running wheels are retracted to the outside of the side of the bridge and then returned to their original positions (
(See Japanese Unexamined Patent Publication No. 57-205602).

また、この種の橋梁用移動式足場装置としてよ橋軸に対
し直交する方間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 consists of a pair of unit scaffolds installed in parallel in a direction perpendicular to the bridge axis.
This unit scaffold is connected to a pair of running parts that can be fixed to the left and right sides of the bridge, a supporting part provided outward in the width direction of the bridge from these running parts, and a support part provided from the outer end of these supporting parts. A structure has been proposed that includes a scaffold hanging part hanging downward and a scaffold frame provided on the scaffold hanging part.

これら橋梁用移動式足場装置によっても、橋梁上の横軸
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 horizontal direction on the bridge.

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

ところで、橋梁上や橋梁脇に青史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, there are facilities and obstacles with a long history on and beside the bridge.
For example, in the case of lighting, etc., the former device stores the running wheels outside the side of the bridge and is configured so that they can be returned later to move forward by dodging obstacles, or the latter device also uses the support were installed at regular intervals, and the arm was rotated before reaching the obstacle to avoid 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
連結が複雑であり、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番二当該アームを回動
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
たすするという欠点がある。
Therefore, in the case of the former device, the connection for avoiding obstacles is complicated, and the operation for avoiding obstacles is complicated and complicated. In addition, in the case of the latter device, the second arm is rotated to avoid obstacles, so if there is another obstacle within the rotation radius of the arm, it may not be possible to avoid the obstacle. The disadvantage is that when obstacles exist at specific positions on both sides of the bridge, they cannot be avoided.

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。
An object of the present invention is to eliminate the above-mentioned drawbacks and provide a mobile scaffolding device for a bridge that can reliably avoid obstacles with a simple configuration.

〔課題を解決するための手段〕[Means to solve 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輻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
持部鷹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連結とで構成して
なることを特徴とする。
In order to achieve the above object, the present invention provides a pair of running parts that are provided on the left and right sides of a bridge and are movable on the bridge, and a support part that is provided outward from these running parts in the radial direction of the bridge. In a mobile scaffolding device for a bridge, the mobile scaffolding device for a bridge is provided with a scaffold hanging part hanging downward from the outer end of these supporting parts, and a movable scaffold provided at the lower end of the scaffold hanging part. The traveling part and the scaffold suspension part are connected to each other, and the bridge is composed of at least three beams arranged at predetermined intervals, and a movable connection that allows each of the beams to move independently in the width direction of the bridge. Features.

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, the beams may be connected to the traveling section and the scaffold suspension section so as to be movable in the width direction of the bridge.

〔作用〕[Effect]

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連結により橋梁の幅方
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 bridges of the present invention is moved to a necessary location on the bridge by the traveling part, and when there is an obstacle on the bridge, the beam in front of the obstacle is moved in the width direction of the bridge by moving connection. By passing the obstacle, returning the beam to its original position after completing the passage, and repeating this process for at least two other beams, it is possible to avoid the obstacle on the bridge and pass.

〔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 explained based on 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31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。
Figures 1 to 6 are for explaining the configuration of an embodiment of the present invention. Figure 1 is a configuration diagram showing an embodiment of the mobile scaffolding device for bridges of the present invention, and Figure 2 is the same. A plan view of the embodiment, Fig. 31 is a view taken along the line A-A in Fig. 2, Fig. 4 is an enlarged view of the main part of Fig. 3, Fig. 5 is a detailed view of the support section, and Fig. 6 is the same. FIG. 3 is a configuration diagram of a connected footboard portion used in an example.

これらの図において、橋梁用移動式足場装置l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jテ部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番二設けられた移動足場7.7とを具備し、前記支持
部44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4゜a、40
b、40cと、前記各梁40a、40b。
In these figures, the mobile bridge scaffolding device l is provided on both the left and right sides of the bridge 2, and includes a pair of running parts 3, 3 that can move on the bridge 2, and these running parts 3. 3, a supporting part 4.4 provided outward in the width direction of the bridge 2, a scaffold hanging part 5.5 suspended downward from the outer end of these supporting parts 4.4, and Lower end 6 of lower part 5.5,
The support part 44 is connected to at least three beams 4° arranged at predetermined intervals to connect the running part 3.3 and the scaffold hanging part 5.5. a, 40
b, 40c, and each of the beams 40a, 40b.

40cを橋梁2の幅方向に独立して移動可能とした可動
連結41a、41b、41cとで構成してなる。
40c is composed of movable connections 41a, 41b, and 41c that are movable independently in the width direction of the bridge 2.

走行部3は、第3図に示すように、横軸方向に一定間隔
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、がっこの台車枠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。
As shown in FIG. 3, the traveling section 3 has a bogie frame 9 having wheels 8.8 made of rubber or the like and provided at regular intervals in the horizontal axis direction. It has a drive device 10 for driving wheels 8 provided at the end.

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の化カスブロケット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。
This wheel 8 has a chain 13 attached to a sprocket 12 fixed to the axle and a sprocket 11 of the drive device 10.
is rotated by the drive device 10.

支持部4は、梁40a、40b、40cと、これら梁4
0a、40b、40cをそれぞれ独立し可動できる可動
連結41a、41b、41cを有している。この可動連
結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の出カスブロケット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4
4の端部は補助スブロケッ)45,46を介して梁40
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 part 4 includes beams 40a, 40b, 40c, and these beams 4.
It has movable connections 41a, 41b, and 41c that can move 0a, 40b, and 40c independently. This movable connection 41 is constructed as shown in FIG. That is, a manual winch 42 is provided above the scaffold suspension part 5, and a chain 44 is wound around the output blocket 43 of this winch 42.
The end of 4 is connected to the beam 40 via auxiliary subblocks 45 and 46.
are fixed to fixed pieces 47 and 48, respectively. The beam 40 is movably fixed to the scaffold hanging section 5 and detachably engaged with the upper U of the running section 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。
As shown in FIG. 1, the scaffold hanging section 5 has a movable scaffold 7 provided at the lower part of the support section 5.

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である。
The movable scaffold 7 is formed into an elongated rectangular shape with angles or channels, and a striped steel plate or the like is laid on the upper surface thereof. The movable scaffold 7 has a structure that allows it to expand and contract in the longitudinal direction, for example, when there is an obstacle on the side of the bridge 2.

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等を制御する
制御盤である。
In addition, the reference numeral 20 is a handrail, 21a is a staircase for getting onto the device from the bridge 2, 21b is a staircase for getting on the movable scaffold 7 from the top of the device, and 22 is a control panel for controlling the drive device 10 and the like.

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′R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である。
Further, in FIG. 6, reference numeral 55 denotes a connecting footboard, and one end of the connecting footboard 55 is rotatably fixed to the communication passage 57 of the running section 3 via a fulcrum 56, and the connecting footboard 55 is The other end is placed 'R' on the passage 58 of the support portion 5, so that the connecting step plate 55 can be flipped up as shown by the two-dot chain line in the figure, if necessary.

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 explained below.

く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 regarding moving scaffolding> First, drive the drive device 10 of the traveling section 3 to move the wheels 8.8.
The movable scaffolding device 1 for bridges is moved to the required location by rotating the movable scaffolding device 1 for bridges, and the movable scaffolding device 7 relative to the bridge 2 is moved up and down by the lifting shaft (not shown) provided in the traveling section 3.3.
, 7... adjust and fix the heights.

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。
Then, drive the other opposing left and right moving scaffolds 7.7 with a winch or the like (not shown) to move them to the center of the bridge 2,
After the movable scaffolds 7, 7 are fitted together, they are connected by, for example, tightening bolts on both flanges.

なお、橋梁用移動式足場装置1を橋梁2の橋11j50
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I!1I50がある場
合には当該橋1150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。
In addition, the mobile scaffolding device 1 for bridges is the bridge 11j50 of the bridge 2.
When moving between the bridges in the direction of the bridge axis, the left and right moving scaffolds 7
.. 7... can be moved in a connected state, but the bridge I! can be moved in the moving direction (indicated by arrow X). 1I50, after releasing the connection of the pair of left and right movable scaffolds 7.7 immediately before contacting the bridge 1150, move the bridge movable scaffolding device 1 to avoid it, and after avoiding it, move it again to a certain degree. Fit the scaffold 7.7.

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。
Since this is done, the bridge mobile scaffolding device 1 can be moved without hitting the bridge 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。
<Avoidance operation of lighting lights etc. (obstacles)> Next, a case where the bridge mobile scaffolding device 1 avoids the lighting lights 51 provided on the side 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、40
b、40cが設けられている。
As shown in FIGS. 2 and 4, normally, three beams 40a and 40 are provided as the support section 4 between the running section 3 and the scaffold suspension section 5.
b, 40c are 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4
0c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−ピノチ分移
動させて、照明灯51が梁40c部分(−ピッチ分)を
通過状態になるようにする。このように−ビ・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l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 mobile scaffolding device 1 comes to the illumination light 51 part, in order to avoid this, the bridge on the upstream side in the moving direction is 40c is moved outward in the width direction of the bridge 2 by driving the winch 42c, and the beam 40c is moved to the maximum position. And beam 4
After the movement of 0c to the maximum position is completed, as shown in FIG. 9 (2), the mobile bridge scaffolding device 1 is moved in the movement direction by -pitch, and the illumination light 51 passes through the beam 40c (-pitch). to be in the state. In this way, when the bridge mobile scaffold device 1 has been moved by -bi-tch, the bridge mobile scaffolding device 1 is stopped, the winch 42c is driven again, the beam 40C is returned to its original position, and the traveling part 3 and the scaffold suspension part 5 are moved. Make it connected.

次に、証明灯51の直前となった梁40bをウィンチ4
2bを駆動して橋梁2の幅方向外側に移動させ、梁40
b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lを移動方向に−ピッ子分移動させて
、照明灯51が梁40b部分(−ピッチ分)を通過状態
となるようにする。このように−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
と足場吊下部5とを連結状態にする。
Next, the beam 40b that is just in front of the certification light 51 is
2b is moved to the outside in the width direction of the bridge 2, and the beam 40
Move b to the maximum position. After the beam 40b has moved to the maximum position, the bridge mobile scaffolding device l is moved in the movement direction by a distance of -pixel as shown in FIG. pitch) to be in a passing state. In this way, when the mobile scaffolding device 1 for bridges has reached the state of movement by -pitch, the winch 42b is driven again to return the beam 40b to its original position, and the traveling part 3
and the scaffold hanging part 5 are brought into a connected state.

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20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W1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(−ピッチ分)を通過状態となる
ようにする。
Furthermore, the winch 42a is driven to move the beam 40a on the downstream side in the movement direction to the outside in the width direction of the bridge 20, and the beam 40a is moved to the maximum position. After the beam 40a has moved to the maximum position, the bridge mobile scaffolding W1 is moved by one pitch in the moving direction as shown in FIG. minute) to be in a passing state.

このように−ビ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。
When the bridge mobile scaffolding device 1 has been moved by -bit in this way, the bridge mobile scaffolding device 1 is stopped, the winch 42a is driven again, the beam 40a is returned to its original position, and the traveling part 3 and the scaffold suspension part 5 are connected to each other. 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
Iを移動方向Xに移動させて、照明灯51が連結踏板5
5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M線)に
示すように照明灯51を回避できることになる。
Finally, as shown in FIG. 9 (5) and FIG.
5 parts should be in a passing state. When the illuminating light 51 passes through the connecting footboard 55, by returning the connecting footboard 55 to its original position, the illuminating light 51 can be avoided as shown in FIG. 9 (6) (the two-dot M line in FIG. 10). Become.

このように本発明の橋梁用移動式足場装置lは照明灯5
1を回避できることになる。
In this way, the mobile scaffolding device l for bridges of the present invention has illumination lights 5
1 can be avoided.

なお、上記実施例では、可動連結41a、41b、41
cは手動ウィンチ42a、42b、42Cにより構成し
たが、油圧モータ、電動モータ、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4
0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 addition, in the above embodiment, the movable connections 41a, 41b, 41
Although the winches c are constituted by manual winches 42a, 42b, and 42C, they may be driven by a hydraulic motor, an electric motor, an internal combustion engine, or the like. Furthermore, in the above embodiment, the beam 4
Although 0 is composed of three wires, it may be four or more. In this embodiment, even if one beam 40 is moved to the retracted state as described above, the traveling part 3 and the scaffold hanging part 5 are always connected by at least two other beams 40. So,
Safety can be ensured.

〔発明の効果〕〔Effect of the invention〕

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、−来
電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−来電に障害物をか
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 explained above, the mobile scaffolding device for bridges according to the present invention is designed to avoid obstacles on the bridge from among at least three beams, so that obstacles can be easily removed. It is possible to avoid obstacles when traveling, and since the vehicle avoids obstacles in the way of incoming power, excessive loads are not applied to other beams.

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

第1回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図ば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、41a、41b、4Lc−
・・可動連結、42a、42b、42cm・・ウィンチ
、44−・・チェーン、51・・・照明灯(Ill書物
)、特許出願人 株式会社 三井三池製作所代 理 人
 弁理士 曽我部 久 第 図 鉋 凶 第 図 笥 沁 第 鋺 第 図 第 ア 図 第 図 第 ○ 図
The first is a front view showing an embodiment of the mobile scaffolding device for bridges of the present invention, FIG. 2 is a plan view of the same embodiment, FIG. 3 is a side view of the running part of the same embodiment, and FIG. A diagram showing the main parts of the traveling part and the support part, FIG. 5 is a diagram showing the main part of the support part of the same embodiment,
FIG. 6 is a configuration diagram of the connecting footboard section, FIGS. 7 and 8 are diagrams for explaining the operation of the support section of the same embodiment, and FIG. 9 (
1) to (6) are diagrams for explaining the operation of the same embodiment, and FIG. 10 is a diagram for explaining the movable state of the connecting footboard. 1... Mobile scaffolding device for bridges, 2... Bridges, 3...
・Traveling part, 4... Support part, 5... Scaffold hanging part, 7.
...Moving scaffold, 8...Wheels, 9...Dolly frame, 40a
, 40b, 40c...beam, 41a, 41b, 4Lc-
...Movable connection, 42a, 42b, 42cm...Winch, 44-...Chain, 51...Lighting light (Ill book), Patent applicant Mitsui Miike Seisakusho Co., Ltd. Agent Patent attorney Kudai Sogabe Zukankyo Figure 1 Figure A Figure ○ Figure

Claims (2)

【特許請求の範囲】[Claims] (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
した可動連結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 provided on the left and right sides of the bridge and movable on the bridge, supporting parts provided outward in the width direction of the bridge from these running parts, and outer ends of these supporting parts. In the mobile scaffolding device for a bridge, comprising a scaffold hanging part hanging downward from the scaffold suspension part, and a movable scaffold provided at the lower end of the scaffold suspension part, each of the supporting parts is connected to the traveling part and the scaffold suspension part. A movable type for a bridge, comprising: at least three beams connected to each other and arranged at predetermined intervals; and a movable connection that allows each of the beams to move independently in the width direction of the bridge. Scaffolding equipment.
(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 each of the beams is connected to the running section and the scaffold suspension section so as to be movable in the width direction of the bridge.
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 true JPH0460004A (en) 1992-02-26
JP2673165B2 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)

Cited By (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
JP2005232773A (en) * 2004-02-19 2005-09-02 Sakurai Giken Kogyo Kk Movable suspending scaffold for repairing bridge and high level road
CN101818480A (en) * 2010-04-15 2010-09-01 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

Cited By (5)

* 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
JP2005232773A (en) * 2004-02-19 2005-09-02 Sakurai Giken Kogyo Kk Movable suspending scaffold for repairing bridge and high level road
CN101818480A (en) * 2010-04-15 2010-09-01 中铁科工集团有限公司 Box girder transfer platform and girder transferring and girder loading working procedures thereof
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

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