JPH04108905A - Falsework apparatus for bridge - Google Patents

Falsework apparatus for bridge

Info

Publication number
JPH04108905A
JPH04108905A JP22767590A JP22767590A JPH04108905A JP H04108905 A JPH04108905 A JP H04108905A JP 22767590 A JP22767590 A JP 22767590A JP 22767590 A JP22767590 A JP 22767590A JP H04108905 A JPH04108905 A JP H04108905A
Authority
JP
Japan
Prior art keywords
bridge
support mechanisms
scaffold
pair
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
JP22767590A
Other languages
Japanese (ja)
Other versions
JP2890208B2 (en
Inventor
Tadahiko Tawara
田原 忠彦
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 JP22767590A priority Critical patent/JP2890208B2/en
Publication of JPH04108905A publication Critical patent/JPH04108905A/en
Application granted granted Critical
Publication of JP2890208B2 publication Critical patent/JP2890208B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Abstract

PURPOSE:To make support mechanisms movable even if any obstacle protrudes at the lower end of either one of beam members by arranging at least three sets of support mechanisms which can stretch laterally along bridge per a pair of right and left beam members. CONSTITUTION:At least three sets of support mechanisms 41,42 which can stretch laterally along a bridge A are arranged longitudinally on a pair of right and left beam members 31,32. Then side rollers 61,62 formed on respective support mechanisms 41,42 are brought into contact with sides of the beam members 31,32. And each of support mechanisms 41,42, is allowed to run along each of lower end flange surfaces of the beam members 31,32 by means of a running wheel 51 provided in each of the support mechanisms 41,42. Thus even if any obstacle protrudes from the lower end flange surfaces, one set of the support mechanisms 41,42 stretch while two other sets of the support mechanisms 41,43 support the beam members 31,32 to make free running.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、主として橋梁下面の点検ならびに補修をする
ための足場装置に関するものであり、殊に、例えば断面
■形の鋼材などからなる桁部材の下端フランジに懸吊さ
れて長さ方向に走行可能な足場装置に関するものである
Detailed Description of the Invention [Field of Industrial Application] The present invention relates to a scaffolding device mainly for inspecting and repairing the underside of a bridge. This relates to a scaffolding device that is suspended from the lower end flange of the scaffolding device and is movable in the length direction.

[従来の技術] 材11a、12aの下端に形成されているフランジ部1
1b、12bに支持させて橋梁に懸吊させるものである
。そして、第9図に示すようにクランプ5a、6aを交
互に開閉して移動レール2a、2aおよびハンガ3a、
3aを交互に移動させることにより、足場装置4aを橋
梁7aに沿ってその長手方向へ移動させるものである。
[Prior Art] Flange portion 1 formed at the lower end of members 11a and 12a
1b and 12b and suspended from the bridge. Then, as shown in FIG. 9, the clamps 5a and 6a are opened and closed alternately to remove the moving rails 2a and 2a and the hanger 3a.
By alternately moving the scaffolding devices 3a, the scaffolding device 4a is moved along the bridge 7a in its longitudinal direction.

かかる橋梁用足場装置はフランジ部 11b、12bを掴むクランプ5a、6aの内、開放し
たものを移動させる構成であるため例えばフランジ部1
1b、12bにボルト頭などの突起物があっても支障な
く移動することができるものである。
This bridge scaffolding device is configured to move the opened clamps 5a and 6a that grip the flange parts 11b and 12b, so for example, the flange part 1
Even if there are protrusions such as bolt heads on 1b and 12b, they can be moved without any problem.

[発明が解決しようとする課題] ところが、前記従来の橋梁用足場装置は、移近頃、長大
な橋梁が多く構築され、それらの下面などの点検、補修
を効率よくするため橋梁に沿って長手方向へ移動が可能
な足場装置を設置することがあり、そのための作業車と
して第8図に示すものが知られている。
[Problem to be Solved by the Invention] However, in recent years, many long bridges have been constructed, and in order to efficiently inspect and repair the undersides of these bridges, the conventional bridge scaffolding device has been designed to be used in the longitudinal direction along the bridges. Scaffolding equipment that can be moved is sometimes installed, and the one shown in Fig. 8 is known as a working vehicle for this purpose.

即ち、この橋梁用足場装置は、橋脚に架設されている左
右方向に並んだ例えば断面I形の鋼材からなる複数の桁
部材1aの内の一対の桁部材11a、12aにそれぞれ
懸架される適宜長さの一対の移動レール2a、2aと、
この移動レール2a、2aに嵌装支持されて走行可能な
ハンガ3a、3aと、これらのハンガ 3a、3aの下端に左右両端部を支持された足場4aと
を具えている。そして、移動レール2a、2aおよびハ
ンガ3a、3aの上方に突設された開閉可能なりランプ
5a、6aを術部動レール2a、2aおよびハンガ3a
、3aの左右間隔が懸吊支持される桁部材 11a、12aの間隔に等しく形成されており、不変で
ある。
That is, this scaffolding device for a bridge has an appropriate length that is suspended from a pair of girder members 11a and 12a among a plurality of girder members 1a made of steel materials having an I-shaped cross section, for example, arranged in the left-right direction and installed on a bridge pier. A pair of moving rails 2a, 2a,
It is provided with hangers 3a, 3a which are fitted and supported by the moving rails 2a, 2a and are movable, and a scaffold 4a whose left and right ends are supported at the lower ends of these hangers 3a, 3a. Then, the movable rails 2a, 2a and hangers 3a, 3a are provided with openable/closable ramps 5a, 6a projecting above them.
, 3a is formed to be equal to the spacing between the girder members 11a, 12a that are suspended and supported, and remains unchanged.

従って、桁部材11a、12aの幅、即ち橋梁7a幅が
変化する場合には移動ができず、定幅の橋梁にしか使用
することができないという問題がある。
Therefore, when the width of the girder members 11a and 12a, that is, the width of the bridge 7a changes, there is a problem that the girder cannot be moved and can only be used for bridges of a constant width.

本発明は斯る実情に鑑みてなされ・たものであって、桁
部材の下端フランジ部にボルト頭などの障害物が突出し
ていても移動が可能であることは勿論のこと、橋梁の幅
が変化する場合にも使用可能である足場装置を提供する
ことを目的とするものである。
The present invention was made in view of the above circumstances, and it is possible to move even if obstacles such as bolt heads protrude from the lower end flange of the girder member, and the width of the bridge is The object is to provide a scaffolding device that can be used even when changing.

[課題を解決するための手段] 前記課題を解決するための第一の発明は、橋梁の左右方
向へ伸縮可能な足場の左右両部端を橋脚に架設された左
右一対の術部材にそれぞれ懸吊させた支持機構が少なく
とも三組ずつ前後へ並んで設けられており、前記各支持
機構は前記一対の術部祠の各側面にそれぞれ接するサイ
ドローラと術部材の下端フランジ面を走行する走行車輪
とを有する走行装置を兵えており、前記各走行装置はそ
れぞれ独立して作動して前記各走行車輪を前記フランジ
面から浮上させる待避機構を具えている構成、更には足
場が内側フレームと外側フレームとがらなり、且つこの
両フレームはそれぞれに設けられたサイドローラが術部
材の側面に接する方向へ付勢されて互いに左右方向へ伸
縮可能に結合されている構成である。また、第二の発明
は左右方向へ並んで橋脚に架設された複数の術部材の内
で両弁側の各へ伸縮可能に結合されている構成を有して
いる。
[Means for Solving the Problems] A first invention for solving the above-mentioned problems is to suspend both left and right ends of a scaffold, which is extendable and retractable in the left and right directions of a bridge, respectively to a pair of left and right surgical members installed on a bridge pier. At least three sets of suspended support mechanisms are arranged in front and back, and each of the support mechanisms includes side rollers that contact each side of the pair of surgical site shrines, and running wheels that run on the lower end flange surface of the surgical member. Each of the traveling devices is equipped with a retraction mechanism that operates independently to levitate each of the traveling wheels from the flange surface, and furthermore, the scaffolding is provided with an inner frame and an outer frame. Both frames have a pointed shape, and the side rollers provided on each frame are urged in the direction of contacting the side surface of the surgical member, and are connected to each other so that they can expand and contract in the left-right direction. Further, the second invention has a configuration in which among a plurality of surgical members arranged in the left-right direction and installed on the pier, each of the surgical members on both valve sides is connected so as to be extendable and retractable.

[作  用  ] 一対の支持機構群を懸吊している術部材の間隔の変化に
応じて支持機構に吊設されている足場の幅を変化させる
。また、走行車輪が走行するフランジ面に障害物がある
場合には、走行車輪をフランジ面から浮上させて障害物
を通過させる。このとき、足場は残りの支持機構により
懸吊支持される。
[Function] The width of the scaffold suspended from the support mechanism is changed in accordance with the change in the interval between the surgical members suspending the pair of support mechanism groups. Further, if there is an obstacle on the flange surface on which the running wheel runs, the running wheel is floated from the flange surface to pass the obstacle. At this time, the scaffold is suspended and supported by the remaining support mechanism.

[実施例] 次に本発明の実施例を図面を参照して説明する。[Example] Next, embodiments of the present invention will be described with reference to the drawings.

第1図乃至第4図は第一発明の一実施例を示すものであ
り、下端を橋梁の左右方向へ伸縮可能な足場lの左右両
端部にそれぞれ連結してぃ一対に対向して配置された左
右方向へ伸縮可能な少なくとも三組ずつ前後に並べた支
持機構により懸吊して長平方向へ走行可能とした左右対
の走行部と、左右方向の長さが橋梁とほぼ同幅で左右方
向へ伸縮可能な足場と、前記一対の走行部と前記足場の
左右両端部とを連結したる吊下げ部材とからなり、前記
各支持機構は前記各一対の術部材の各側面にそれぞれ接
するサイドローラと術部拐の下端フランジ面を走行する
走行車輪とを具えており、前記各走行装置はそれぞれ独
立して作動して前記各走行車輪を前記フランジ面から浮
上させる待避機構を具えている構成、更に、各支持機構
が内側フレームと外側フレームとからなり、且つこの両
フレームはそれぞれに設けられたサイドローラが術部材
の側面に接する方向へ付勢されて互いに左右方向るとと
もに左右方向に並んで橋脚2に架設された断面■形の四
本の術部祠3の内、−側方に位置する一対の術部材31
.32にそれぞれ懸吊される支持機構41.42が三組
ずつ前後へ並んで設けられている。外側の支持機構41
は足場1の外側フレーム11を固定節とする平行うラン
ク機構43と、その対角線に配したそれぞれ独立して作
動する油圧シリンダからなる駆動部44から構成される
待避機構45を有し、その内側のクランクを形成するリ
ンク46と水平リンク47との連結部に走行装置5が配
置されている。この走行装置5は術部材31の術部材3
1の外側面に接するサイドローラ61と、術部材81の
下端のフランジ部34の上面を走行する走行車輪51な
らびにこの走行車輪51と、この走行車輪51を回転さ
せるための原動機や減速機などから駆動部52とからな
り、待避機構45の作動により走行車輪51をフランジ
部34の上面から浮上する構成である。一方、内側の術
部材32側の支持機構42は足場1の内側フレームに立
設した基台36ならびにターンバックル37を介して支
持された術部材32の外側面35に接するサイドローラ
62を有している。
Figures 1 to 4 show an embodiment of the first invention, in which the lower ends are respectively connected to the left and right ends of a scaffold l that is extendable and retractable in the left and right directions of the bridge, and are arranged in pairs facing each other. At least three pairs of left and right running parts are arranged in front and back and are extendable and retractable in the left and right directions. It consists of a scaffold that is extendable and retractable, and a hanging member that connects the pair of running parts to both left and right ends of the scaffold, and each support mechanism includes a side roller that is in contact with each side of each pair of surgical members. and a running wheel that runs on a lower end flange surface of the surgical site, and each of the traveling devices is provided with a retraction mechanism that operates independently to lift each of the running wheels from the flange surface, Furthermore, each support mechanism is composed of an inner frame and an outer frame, and the side rollers provided on each of the frames are urged in a direction that contacts the side surface of the surgical member, so that they are aligned in the left-right direction with respect to each other, and are aligned in the left-right direction. Among the four surgical site shrines 3 with a cross section of ■ shape built on the pier 2, a pair of surgical members 31 located on the − side.
.. Three sets of support mechanisms 41 and 42, each suspended from the support mechanism 32, are arranged in front and back. Outer support mechanism 41
has an evacuation mechanism 45 consisting of a horizontal rank mechanism 43 whose fixed joint is the outer frame 11 of the scaffold 1, and a drive section 44 consisting of hydraulic cylinders arranged diagonally to each other that operate independently. A traveling device 5 is disposed at a connecting portion between a link 46 and a horizontal link 47 that form a crank. This traveling device 5 is the surgical member 3 of the surgical member 31.
1, a running wheel 51 that runs on the upper surface of the flange portion 34 at the lower end of the surgical member 81, and a motor, a speed reducer, etc. for rotating this running wheel 51, and this running wheel 51. The drive unit 52 is configured to levitate the traveling wheels 51 from the upper surface of the flange portion 34 by the operation of the shunting mechanism 45. On the other hand, the support mechanism 42 on the inner surgical member 32 side has a base 36 erected on the inner frame of the scaffold 1 and a side roller 62 that contacts the outer surface 35 of the surgical member 32 supported via a turnbuckle 37. ing.

また、足場1は互いに左右方向へ伸縮可能に嵌装された
外側フレーム11と内側フレーム12とからなり、両フ
レーム11.12は引張りばね71により互いに収縮方
向へ付勢されており、この付勢力により両サイドローラ
61.62が術部材31.32の反対側面にそれぞれ圧
接している。引張りばね71は一端を外側フレーム12
に固定しもう一端を内側フの外側方の側面にそれぞれ圧
接させるとともに走行車輪51を術部材31のフランジ
部34上面に載せた状態で術部材31.12に支持懸吊
され、各走行装置5の走行車輪51をそれぞれの駆動部
52により同一の方向ならびに速度で回転させ、或いは
、それらの内の一つの駆動部52だけを稼働させること
により足場1を橋梁の所望の点検、補修位置へ移動させ
るものである。そして、移動中に術部材31.32の間
隔が変化した場合にも支障なく移動することができる。
Furthermore, the scaffold 1 is composed of an outer frame 11 and an inner frame 12 that are fitted to each other so as to be able to expand and contract in the left and right directions, and both frames 11 and 12 are biased in the contraction direction by a tension spring 71, and this biasing force As a result, both side rollers 61, 62 are in pressure contact with the opposite sides of the surgical member 31, 32, respectively. The tension spring 71 has one end attached to the outer frame 12.
Each traveling device 5 is fixed to the surgical member 31. The scaffolding 1 is moved to a desired inspection or repair position of the bridge by rotating the traveling wheels 51 of the two in the same direction and speed by the respective drive units 52, or by operating only one of the drive units 52. It is something that makes you Even if the distance between the surgical members 31 and 32 changes during movement, the surgical members 31 and 32 can be moved without any problem.

即ち、足場1を構成する両フレーム11.12は引張り
ばね71により互いに接近する方向へ付勢されているた
め両相部材31.32が接近する場合には巻上げ装置8
4を駆動させて滑車装置8の索条83を必要なだけ巻込
んで動滑車82を接近させればよく、まレーム11に具
えた巻上げ装置72に巻付けた索条73の繰出し長を調
節することにより引張り強さを調節することができるよ
うになっている。また、外側フレーム11に設けた固定
滑車81および内側フレーム12に設けた動滑車82か
らなる滑車装置8が設けられており、この滑車装置8に
巻掛けて一端を外側フレーム12に固定した索条83の
もう一端を巻上げ装置84に巻付けることによりサイド
ローラ61.62の間隔の広がりに追従して両フレーム
11.12を延伸させることができ、術部材31.32
の間隔に応じて足場1の幅方向長さを調節することがで
きるものである。
That is, since both frames 11.12 constituting the scaffold 1 are urged in the direction of approaching each other by the tension spring 71, when both phase members 31.32 approach each other, the hoisting device 8
4 to wind the cable 83 of the pulley device 8 as much as necessary to bring the movable pulley 82 closer, and adjust the length of the cable 73 wound around the hoisting device 72 provided on the frame 11. This allows the tensile strength to be adjusted. In addition, a pulley device 8 is provided, which includes a fixed pulley 81 provided on the outer frame 11 and a movable pulley 82 provided on the inner frame 12. By winding the other end of 83 around the winding device 84, both frames 11.12 can be stretched in accordance with the widening of the interval between the side rollers 61.62, and the surgical members 31.32
The length of the scaffold 1 in the width direction can be adjusted according to the interval between the scaffolds 1 and 1.

かかる構成を有する実施例は、通常は三組の各支持機構
41.42をそれぞれのサイドローラ61,62を一対
の術部材81,32の互いた、両相部材31.32の間
隔が拡がる場合には両索条73.83を巻上げ装置72
.84から繰出して引張りばね71を適正張力に維持し
ながら両フレーム11.12の間隔の拡がり分だけ伸延
させればよい。
In an embodiment having such a configuration, normally three sets of support mechanisms 41, 42, respective side rollers 61, 62, and a pair of surgical members 81, 32 are used, when the distance between the two phase members 31, 32 is widened. The winding device 72 connects both cables 73 and 83.
.. It is sufficient to extend the tension spring 71 by an amount corresponding to the increase in the distance between the frames 11 and 12 while maintaining the tension spring 71 at an appropriate tension.

更に、術部材31の下端に形成されたフランジ部34の
上面にボルト頭などの障害物が突出していて走行車輪5
1の通過が困難または不可能な場合には、障害物に接近
している支持機構41の駆動部44を平行うランク機構
43を起立させ、走行装置5を術部材31から離れる方
向へ移動させ、走行車輪51を第4図に示すようにフラ
ンジ部34の上面から浮上させた状態で障害物を通過さ
せ、通過後に再び走行装置5を元の位置に戻せばよい。
Further, obstacles such as bolt heads protrude from the upper surface of the flange portion 34 formed at the lower end of the surgical member 31, and the running wheels 5
1 is difficult or impossible to pass, the rank mechanism 43 that parallels the drive section 44 of the support mechanism 41 approaching the obstacle is erected, and the traveling device 5 is moved in the direction away from the surgical member 31. As shown in FIG. 4, it is sufficient to pass the obstacle with the traveling wheels 51 floating above the upper surface of the flange portion 34, and then return the traveling device 5 to its original position after passing the obstacle.

このとき、障害物を通過させる支持機構41はクランク
機構43を起立させることで走行車輪51とサイドロー
ラ61の両方を術部材31から離すので懸吊状態を維持
することができない。従って、残りの二組の支持機構4
1.42により足場1を懸吊し移動させることになる。
At this time, the support mechanism 41 that allows the obstacle to pass cannot maintain a suspended state because it moves both the running wheels 51 and the side rollers 61 away from the surgical member 31 by raising the crank mechanism 43. Therefore, the remaining two sets of support mechanisms 4
1.42, scaffold 1 will be suspended and moved.

このように、本実施例によれば術部材 31.32のフランジ部34にボルト頭などの障害物が
突出していても連続走行しながら通過が可能であること
は勿論のこと、術部材81.32の幅、即ち橋梁Aの幅
が変化する場合にも足場1を追従して伸縮させることに
より何ら支障なく所望の点検、補修箇所に移動すること
ができるものである。
As described above, according to the present embodiment, even if an obstacle such as a bolt head protrudes from the flange portion 34 of the surgical member 31.32, it is of course possible to pass through the surgical member 81.32 while continuously moving. Even if the width of the bridge 32, that is, the width of the bridge A changes, by expanding and contracting the scaffold 1, it is possible to move to a desired inspection or repair location without any problem.

尚、本実施例は術部材31.32の側面に接する二つの
サイドローラ61.62ならびに術部材31の下端のフ
ランジ部34上面を走行すは両フレーム11.12を伸
長する方向に付勢し滑車装置8を省略することができる
In this embodiment, the two side rollers 61, 62 in contact with the side surfaces of the surgical member 31, 32 and the upper surface of the flange portion 34 at the lower end of the surgical member 31 urge both frames 11, 12 in the direction of extension. The pulley device 8 can be omitted.

第5図は第一発明の第二実施例を示すものであり、この
実施例の全体の構成は前記第一実施例とほぼ同様である
が、内側の支持機構42を外側の支持機構41と同様の
構成として両支持機構41.42にそれぞれ平行うラン
ク機構43に設けられたサイドローラ61,62と走行
車輪51.51とを具えた構成であり、この場合にはよ
り安定した状態で足場1を懸吊、支持することができる
FIG. 5 shows a second embodiment of the first invention, and the overall structure of this embodiment is almost the same as that of the first embodiment, except that the inner support mechanism 42 is replaced with the outer support mechanism 41. A similar configuration is provided with side rollers 61, 62 and running wheels 51, 51 provided on the rank mechanism 43 parallel to both support mechanisms 41, 42, respectively. 1 can be suspended and supported.

第6図および第7図は第二発明の一実施例を示すもので
あり、左右方向へ所定の間隔を有して橋脚2に架設され
た複数の術部材 31.32.38,39.40の内で面外側の各一対の
術部材31.32ならびに39.40る一つの走行車輪
51を用いて足場1を術部材31.32に懸吊、支持す
る構成とし、術部材31.32のフランジ部34上面に
突出した障害物を通過させる場合に走行車輪51側だけ
を浮上させればよく操作が容易であるとともに構成が複
雑でなく価格的にも有利である。更に、本実施例は支持
機構41.42の下端に連結された外側フレーム11お
よび内側フレーム12を引張りばね71により互いに接
近する方向へ付勢してサイドローラ61.62を術部材
31.32の外側面に圧接する構成であるが、支持機構
41.42に設けられたサイドローラ61.62が術部
材31.32の外側面に圧接すればよく、手段は問わな
い。更に、サイドローラ61,62は術部祠31,32
の対向した内側方の側面に圧接させてもよく、この場合
に懸吊支持されて長手方向へ走行可能としたそれぞれ左
右方向へ伸縮可能な各四組の支持機構41.42により
構成される走行部91.92と、左右方向の長さが橋梁
Aの幅よりも僅かに広く左右方向へ伸縮可能な足場13
と、前記−対の走行部91.92と足場13の左右両端
とを連結した一対の吊下げ部材93.94とから構成さ
れる。走行部91.92の支持機構41.42は前記第
1図ならびに第2図に示した第一発明の第一実施例の足
場装置に示したものと同様の構成を有する。従って、支
持機構41.42の詳細についての説明は省略する。
6 and 7 show an embodiment of the second invention, in which a plurality of surgical members 31, 32, 38, 39, 40 are installed on the pier 2 at predetermined intervals in the left and right direction. The scaffold 1 is suspended and supported on the surgical members 31.32 using one running wheel 51 for each pair of surgical members 31.32 and 39.40 on the outside of the surface, and When passing an obstacle protruding from the upper surface of the flange portion 34, only the traveling wheel 51 side needs to be floated, and the operation is easy, the structure is not complicated, and it is advantageous in terms of cost. Further, in this embodiment, the outer frame 11 and the inner frame 12 connected to the lower end of the support mechanism 41.42 are biased toward each other by the tension spring 71, and the side rollers 61.62 are moved toward the surgical member 31.32. Although the configuration is such that the side rollers 61.62 provided on the support mechanism 41.42 are pressed against the outer surface of the surgical member 31.32, any means may be used. Furthermore, the side rollers 61 and 62 are connected to the surgical site shrines 31 and 32.
In this case, it is suspended and supported so that it can run in the longitudinal direction.It is made up of four sets of support mechanisms 41 and 42, each of which is extendable and retractable in the left and right directions. parts 91 and 92, and a scaffold 13 whose length in the left and right direction is slightly wider than the width of the bridge A and which can be expanded and contracted in the left and right directions.
and a pair of hanging members 93.94 connecting the pair of traveling parts 91.92 and both left and right ends of the scaffold 13. The support mechanism 41.42 of the running section 91.92 has the same construction as that shown in the scaffolding device of the first embodiment of the first invention shown in FIGS. 1 and 2. Therefore, detailed description of the support mechanisms 41, 42 will be omitted.

そして、各四組の支持機構41.42が橋梁Aの長手方
向へ延び足場13よりも僅かに長い上部連結フレーム9
5により左右方向の面外側部において一体に連結されて
おり、各上部連結フレーム95の長手方向両端に結合し
た吊下げ部材93.94の下端を、上部連結フレーム9
5に対向して足場13の左右両端中央にカーブ領域での
路面傾斜に対応すべく設けられた旋回軸97.97によ
って旋回可能に固着された上部連結フレーム95と同長
の下部連結フレーム96.96の足場13から露出した
長手方向両端に結合することで一対の走行部91.92
と足場13とが一定の範囲に亘って旋回可能に連結され
ている。更に、足場13は一対の三つのフレーム14,
15.16からなるテレスコープ式の伸縮可能なものを
左右に対向配置させて連結したものである。
Each of the four sets of support mechanisms 41 and 42 extends in the longitudinal direction of the bridge A, and the upper connecting frame 9 is slightly longer than the scaffolding 13.
5, the lower ends of the hanging members 93 and 94 connected to both longitudinal ends of each upper connecting frame 95 are connected to the upper connecting frame 9.
A lower connecting frame 96.5 having the same length as the upper connecting frame 95 is fixed to the upper connecting frame 95 so as to be rotatable by a pivot shaft 97. A pair of running parts 91 and 92 are connected to both longitudinal ends exposed from the scaffold 13 of 96.
and a scaffold 13 are connected to be pivotable over a certain range. Furthermore, the scaffolding 13 includes a pair of three frames 14,
15.16 telescoping type extendable and retractable parts are arranged oppositely on the left and right and connected.

かかる実施例は前記第一発明の実施例と異なり足場13
が橋梁Aの全幅に亘って点検ならびに補修作業をするこ
とが可能であり、また、各以上の構成を有する本発明に
よれば、従来の橋梁用足場装置と同様に桁部材の下端に
懸吊され使い勝手が良く、桁部材の下端に形成されたフ
ランジ部にボルト頭などの障害物が突出し、或いは橋梁
の幅が変化する場合にも、所望の点検、補修箇所へ自由
に移動することができるものである。
This embodiment differs from the embodiment of the first invention in that the scaffolding 13
It is possible to carry out inspection and repair work over the entire width of the bridge A, and according to the present invention having the above-described configuration, it is possible to carry out inspection and repair work over the entire width of the bridge A. It is easy to use and can be moved freely to the desired inspection or repair area even if an obstacle such as a bolt head protrudes from the flange formed at the lower end of the girder member or the width of the bridge changes. It is something.

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

第1図ならびに第4図は第一発明の一実施例における設
置状態を示すものであり、第1図は正面図、第2図は第
1図のII−II線に沿う断面図、第3図は第1図の部
分拡大断面図、第4図は第3図における作動状態を示す
部分図、第5図は第一発明の異なる実施例における部分
拡大断面図、第6図ならびに第7図は第二発明の一実施
例における設置状態を示すものであり、第走行部91.
92の支持機構41.42が前記第一発明の足場装置と
同様の構成ならびに作用効果を有するため、桁部材31
.32ならびに39.40の幅が変化し、或いはそれら
のフランジ部34上面に障害物があっても前記と同様の
作用により何ら支障なく移動することができる。また、
本実施例は足場13が伸縮可能であり、橋梁Aの幅が変
化する場合にも充分に対応することができるものである
。 尚、本実施例では走行部91.92の支持機構41.4
2を前記第1図ならびに第2図に示した第一発明の第一
実施例の足場装置に示したものと同様の構成としたが、
第5図に示した第一発明の第二実施例の足場装置に示し
たものと同様の構成としてもよい。 [発明の効果 ] 6図は正面図、第7図は第6図の■−■線に沿う断面図
、第8図ならびに第9図は従来例を示すもので、第8図
は設置状態を示す斜視図、第9図は移動方法を示す概略
説明図である。 1・・・足 場、2・・・橋 脚、5・・・走行装置、
8・・滑車装置、13・・・足 場、31.32・・・
桁部材、41.42・・・支持機構、45・・・待避機
構、51・・・走行車輪、61.62・・・サイドロー
ラ、手続補正書(自発) 平成2年10月11日 許  願 平成2年 特 2発明の名称 橋梁用足場装置 3補正をする者 第227675号 事件との関係 特許出願人 名 称  株式会社 三井三池製作所 4代理人(〒104) 住 所    東京都中央区京橋3丁目5番3号(竹河
岸ビル)住所 同  所 特許請求の範囲 1、橋梁の左右方向へ伸縮可能な足場の左右両部端を橋
脚に架設された左右一対の相部材にそれぞれ懸吊させた
支持機構が少なくとも三組ずツ前後へ並んで設けられて
おり、前記各支持機構は前記各相部材の側面にそれぞれ
接するサイドローラと前記相部材の下端フランジ面を走
行する走行車輪とを有1ゑ、1tlYK風(具えており
、前記各走行装置はそれぞれ独立して作動して前記各走
行車輪を前記フランジ面から浮上させる待避機構を具え
ていることを特徴とする橋梁用足場装置。 2、足場が内側フレームと外側フレームとからなり、且
つこの両フレームはそれぞれに設けられたサイドローラ
が相部材の側面に接する方向(1)特許請求の範囲を別
紙の通りに補正する。 (2)明細書第8頁第10行「走行車輪とを」の次に[
有する走行装置を」を加入する。
1 and 4 show the installed state in an embodiment of the first invention, in which FIG. 1 is a front view, FIG. 2 is a sectional view taken along line II-II in FIG. 1, and FIG. The figure is a partial enlarged sectional view of FIG. 1, FIG. 4 is a partial view showing the operating state in FIG. 3, FIG. 5 is a partial enlarged sectional view of a different embodiment of the first invention, and FIGS. 6 and 7. 9 shows the installed state in an embodiment of the second invention, and shows the installation state of the second traveling part 91.
Since the support mechanisms 41 and 42 of 92 have the same structure and operation effect as the scaffolding device of the first invention, the support mechanisms 41 and 42 of the girder member 31
.. Even if the widths of the flange portions 32 and 39.40 change or there is an obstacle on the upper surface of the flange portions 34, they can be moved without any problem due to the same effect as described above. Also,
In this embodiment, the scaffolding 13 is expandable and retractable, and can sufficiently cope with changes in the width of the bridge A. In addition, in this embodiment, the support mechanism 41.4 of the running section 91.92
2 had the same configuration as that shown in the scaffolding device of the first embodiment of the first invention shown in FIGS. 1 and 2, but
The structure may be similar to that shown in the scaffolding device of the second embodiment of the first invention shown in FIG. [Effects of the Invention] Fig. 6 is a front view, Fig. 7 is a sectional view taken along the line ■-■ in Fig. 6, Figs. 8 and 9 show conventional examples, and Fig. 8 shows the installed state. The perspective view shown in FIG. 9 is a schematic explanatory diagram showing the moving method. 1...Scaffolding, 2...Bridge pier, 5...Travel device,
8...Pulley device, 13...Scaffolding, 31.32...
Girder member, 41.42...Support mechanism, 45...Evacuation mechanism, 51...Travelling wheel, 61.62...Side roller, Procedural amendment (voluntary) Request for permission on October 11, 1990 1990 Name of Patent 2 Invention Bridge Scaffolding Device 3 Relation to Case No. 227675 Patent Applicant Name Mitsui Miike Manufacturing Co., Ltd. 4 Agent (104) Address 3-5 Kyobashi, Chuo-ku, Tokyo No. 3 (Takegashi Building) Address: Same Claim 1: A support mechanism in which both left and right ends of a scaffold that can be expanded and contracted in the left and right directions of the bridge are suspended from a pair of left and right companion members installed on the bridge piers. are arranged in front and back in at least three sets, and each of the support mechanisms includes side rollers that are in contact with the side surfaces of each of the phase members, and running wheels that run on the lower end flange surface of the phase member; 1. A scaffolding device for a bridge, characterized in that each of the traveling devices is provided with a shunting mechanism that operates independently to levitate each of the traveling wheels from the flange surface.2. It consists of an inner frame and an outer frame, and the direction in which the side rollers provided on each frame touch the side surface of the companion member (1) The scope of the claims is amended as shown in the attached sheet. (2) Specification No. Page 8, line 10, next to “Traveling wheels” [
Add a traveling device with ".

Claims (1)

【特許請求の範囲】 1、橋梁の左右方向へ伸縮可能な足場の左右両部端を橋
脚に架設された左右一対の桁部材にそれぞれ懸吊させた
支持機構が少なくとも三組ずつ前後へ並んで設けられて
おり、前記各支持機構は前記桁部材の各側面にそれぞれ
接するサイドローラと前記桁部材の下端フランジ面を走
行する走行車輪とを具えており、前記各走行装置はそれ
ぞれ独立して作動して前記各走行車輪を前記フランジ面
から浮上させる待避機構を具えていることを特徴とする
橋梁用足場装置。 2、足場が内側フレームと外側フレームとからなり、且
つこの両フレームはそれぞれに設けられたサイドローラ
が桁部材の側面に接する方向へ付勢されて互いに左右方
向へ伸縮可能に結合されている請求項1記載の橋梁用足
場装置。 3、左右方向へ並んで橋脚に架設された複数の桁部材の
内で両外側の各一対に対向して配置された左右方向へ伸
縮可能な少なくとも三組ずつ前後に並べた支持機構によ
り懸吊して長手方向へ走行可能とした左右一対の走行部
と、左右方向の長さが橋梁とほぼ同幅で左右方向へ伸縮
可能な足場と、前記一対の走行部と前記足場の左右両端
部とを連結した吊下げ部材とからなり、前記各支持機構
は前記各桁部材の各側面にそれぞれ接するサイドローラ
と前記桁部材の下端フランジ面を走行する走行車輪とを
具えており、前記各走行装置はそれぞれ独立して作動し
て前記各走行車輪を前記フランジ面から浮上さ せる待避機構を具えていることを特徴とする橋梁用足場
装置。 4、各支持機構が内側フレームと外側フレームとからな
り、且つこの両フレームはそれぞれに設けられたサイド
ローラが桁部材の側面に接する方向へ付勢されて互いに
左右方向へ伸縮可能に結合されている請求項3記載の橋
梁用足場装置。
[Scope of Claims] 1. At least three sets of support mechanisms are lined up in front and back, each of which has both left and right ends of a scaffold that is extendable and retractable in the left and right directions of the bridge suspended from a pair of left and right girder members installed on the bridge piers. Each of the support mechanisms includes side rollers in contact with each side surface of the girder member, and running wheels running on the lower end flange surface of the girder member, and each of the traveling devices operates independently. A scaffolding device for a bridge, further comprising a shunting mechanism for floating each of the running wheels from the flange surface. 2. A claim in which the scaffold consists of an inner frame and an outer frame, and both frames are coupled to each other so that the side rollers provided on each frame are urged in a direction that contacts the side surface of the girder member so that they can expand and contract in the left-right direction. 1. The bridge scaffolding device according to item 1. 3. Suspended by at least three sets of support mechanisms that are extendable and retractable in the left and right direction and arranged opposite each pair on both outer sides of a plurality of girder members that are lined up in the left and right direction and installed on the piers. a pair of left and right running sections that are capable of traveling in the longitudinal direction; a scaffold that has a length in the left and right direction that is approximately the same width as the bridge and is extendable and retractable in the left and right directions; the pair of running sections and both left and right ends of the scaffold; each support mechanism includes a side roller that contacts each side surface of each girder member, and a running wheel that runs on a lower end flange surface of the girder member, and each of the support mechanisms includes a A scaffolding device for a bridge, comprising a shunting mechanism that operates independently to levitate each of the traveling wheels from the flange surface. 4. Each support mechanism consists of an inner frame and an outer frame, and these frames are coupled to each other so that the side rollers provided on each frame are urged in a direction that contacts the side surface of the girder member so that they can expand and contract in the left-right direction. 4. The bridge scaffolding device according to claim 3.
JP22767590A 1990-08-29 1990-08-29 Bridge scaffolding equipment Expired - Fee Related JP2890208B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22767590A JP2890208B2 (en) 1990-08-29 1990-08-29 Bridge scaffolding equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22767590A JP2890208B2 (en) 1990-08-29 1990-08-29 Bridge scaffolding equipment

Publications (2)

Publication Number Publication Date
JPH04108905A true JPH04108905A (en) 1992-04-09
JP2890208B2 JP2890208B2 (en) 1999-05-10

Family

ID=16864572

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22767590A Expired - Fee Related JP2890208B2 (en) 1990-08-29 1990-08-29 Bridge scaffolding equipment

Country Status (1)

Country Link
JP (1) JP2890208B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007177561A (en) * 2005-12-28 2007-07-12 Otaki Jack Kk Transportation vehicle for heavy load
JP2021008734A (en) * 2019-06-28 2021-01-28 日軽エンジニアリング株式会社 Scaffolding for bridge inspection

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007177561A (en) * 2005-12-28 2007-07-12 Otaki Jack Kk Transportation vehicle for heavy load
JP2021008734A (en) * 2019-06-28 2021-01-28 日軽エンジニアリング株式会社 Scaffolding for bridge inspection

Also Published As

Publication number Publication date
JP2890208B2 (en) 1999-05-10

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