JP4634917B2 - Mobile suspension scaffolding - Google Patents

Mobile suspension scaffolding Download PDF

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JP4634917B2
JP4634917B2 JP2005334695A JP2005334695A JP4634917B2 JP 4634917 B2 JP4634917 B2 JP 4634917B2 JP 2005334695 A JP2005334695 A JP 2005334695A JP 2005334695 A JP2005334695 A JP 2005334695A JP 4634917 B2 JP4634917 B2 JP 4634917B2
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self
bridge
propelled
work floor
scaffold
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JP2007138582A (en
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清水博文
宮本成明
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Hirose and Co Ltd
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Description

本発明は、トラス橋などの橋梁の構築・補修作業時に使用される移動式の吊り足場に関し、詳しくは、橋梁の構成部材を移動用のレールとして用い、現場において組立可能で、安定性の高い移動式吊り足場に関する。   The present invention relates to a mobile suspension scaffold used during construction / repair work of a bridge such as a truss bridge. More specifically, the structural member of the bridge is used as a rail for movement, and can be assembled on site and has high stability. It relates to mobile suspension scaffolds.

従来、トラス橋などの構造物の組立・解体作業は作業員や、工具の落下による災害を防ぐため、橋下全面に安全ネットを設置し、そのネット状に足場板を設置して橋梁の組立・解体作業を行うのが一般的である。   Conventionally, assembly and dismantling of structures such as truss bridges has been done by installing safety nets on the entire surface of the bridge and installing scaffolding plates in the form of bridges to prevent accidents caused by falling workers and tools. It is common to perform dismantling work.

しかし、従来の構造物の組立・解体作業では以下の問題があった。
<1>橋の橋長、幅員の大きさと共に、安全ネットの規模も大きくなり、安全ネットの設置工期や費用も大きくなる。
However, the conventional assembly / disassembly work has the following problems.
<1> The size of the safety net increases with the length of the bridge and the width of the bridge, and the construction period and cost of the safety net also increase.

<2>安全ネット状に足場板を設置すると、大きな揺れが発生し、不安定で作業が困難である。 <2> When the scaffolding plate is installed in a safety net shape, a large shaking occurs, which is unstable and difficult to work.

したがって、本発明の目的は設置工期や費用を低く抑えることができ、かつ安定性の高い作業足場を備えた移動式吊り足場を提供することにある。   Accordingly, an object of the present invention is to provide a mobile suspension scaffold that can keep the installation period and cost low and that has a highly stable work scaffold.

前記した課題を解決するためになされた本願発明は、橋梁の下方に配置する為の作業床と、前記作業床を左右から片持支持する一組のサイドフレームと、橋梁を構成する部材をレールとして自走可能に構成した自走部とを具備し、橋梁から吊り下げて、橋梁下方に移動自在な作業足場を形成する移動式吊り足場であって、前記自走部は、前記サイドフレームの上部に設けた片持ちで単数の連結部と連結した可動部と、前記可動部を中心として配置され、橋梁の構成部材上を自走可能に構成した複数の自走手段と、前記自走手段に回転力を伝達する伝達手段と、を備え、前記可動部は常に作業床の水平を保つように、前記単数の連結部の先端を、橋軸方向に沿って設けた前記複数の自走手段の中央部で橋軸方向に向けた単一のピンによって一点で相対移動自在にピン連結したことを特徴とする、移動式吊り足場を提供するものである。
The present invention made in order to solve the above-described problems includes a work floor for arranging below a bridge, a pair of side frames that cantilever-support the work floor from the left and right, and members constituting the bridge as rails. And a self-propelled part configured to be self-propelled as a mobile suspension scaffold that is suspended from a bridge and forms a work scaffold that is movable below the bridge. A movable part connected to a single connecting part in a cantilever provided on the upper part, a plurality of self-propelled means arranged around the movable part and configured to be capable of self-propelled on a component member of the bridge, and the self-propelled means A plurality of self-propelled means provided with tip ends of the single connecting portions along the bridge axis direction so that the movable portion always keeps the level of the work floor. one point by a single pin for the bridge axis direction in the central portion Characterized by being relatively movably pin connection, there is provided a mobile suspension scaffold.

本発明は、上記した課題を解決するための手段により、次のような効果の少なくとも一つを得ることができる。
<1>橋梁の下方全体にネットなどの足場を敷設する必要がないため、工期・工費の面で経済的である。
<2>橋梁自体に予め足場敷設用の部材を取り付けなくてよい。
<3>橋軸方向に沿って設けた複数の自走手段の中単一のピンによって一点で支持にすることにより全ての車輪に均等に荷重がかかり、橋から車輪が外れにくく安定性が高い。また移動時の揺れによって多少左右に自走部が移動しても問題無く動作する。
<4>構造の簡素化及び、装置全体の軽量化が図れ、現場での組立が容易である。
<5>橋軸方向に沿って設けた複数の自走手段の中央とサイドフレームとを単一のピンによって相対移動自在に連結するため、橋の勾配に関係なく常に作業足場を水平に保つことができる。
<6>自走手段の車輪幅を変更することで、各種の橋に適用でき、様々な現場で使用できる。
<7>手動の自走手段を用いることにより、誤作動などの障害要因が少なく安全性が高いほか、定期点検が容易である。
The present invention can obtain at least one of the following effects by means for solving the above-described problems.
<1> Since it is not necessary to lay a scaffold such as a net under the entire bridge, it is economical in terms of construction period and construction cost.
<2> A member for laying a scaffold does not have to be attached to the bridge itself.
<3> takes equally load all wheels by the center of the plurality of self-propelled means provided along the bridge axis direction to the support at one point by a single pin, the wheel off the bridge deviates hardly stability Is expensive. Even if the free-running part moves slightly to the left and right due to shaking during movement, it operates without any problem.
<4> Simplification of the structure and weight reduction of the entire apparatus can be achieved, and assembly on site is easy.
<5> Since the center of a plurality of self-propelled means provided along the bridge axis direction and the side frame are connected by a single pin so that they can move relative to each other, the work platform is always kept horizontal regardless of the slope of the bridge. Can do.
<6> By changing the wheel width of the self-propelled means , it can be applied to various bridges and can be used at various sites.
<7> By using a manual self-propelled means, there are few trouble factors such as malfunctions and safety is high, and periodic inspection is easy.

以下、図面を参照しながら本発明の実施の形態について説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

<1>全体構成
図1において、本発明における移動式吊り足場の全体の構成について説明する。
本実施例の移動式吊り足場は、橋の下方に垂設する為の作業床2と、前記作業床2を左右(橋の幅員方向)から片持支持する一組のサイドフレーム3と、橋の構成部材、例えば主構1をレールとして自走可能に構成した自走部4と、からなり、各部材は分割されて搬送され、現場で組み立てる方式になっている。以下に本発明の各構成部材を説明する。
<1> Overall Configuration In FIG. 1, the overall configuration of the mobile suspension scaffold according to the present invention will be described.
The mobile suspension scaffold according to the present embodiment includes a work floor 2 for hanging below a bridge, a set of side frames 3 that cantilever-support the work floor 2 from the left and right (bridge width direction), and a bridge. These components are, for example, a self-propelled portion 4 configured to be capable of self-propelled with the main structure 1 as a rail, and each member is divided and transported and assembled on site. Each component of the present invention will be described below.

<2>作業床2
作業床2は、組立・分解可能なユニット型の足場であり、橋幅より略大きい細長い方形に構成される。
図1に示すように、作業床2は作業床フレームにアルミ製の足場板を架け渡して連結し、その上に固定プレートをボルト留めして組み立てる。足場板の上には作業員の安全の為の手摺を設けておく。
<2> Work floor 2
The work floor 2 is a unit-type scaffold that can be assembled and disassembled, and is configured in an elongated rectangular shape that is substantially larger than the bridge width.
As shown in FIG. 1, the work floor 2 is assembled by spanning and connecting an aluminum scaffolding plate to a work floor frame and bolting a fixing plate thereon. A handrail for the safety of workers is provided on the scaffolding board.

<3>サイドフレーム3
サイドフレーム3は、主構1の左右(橋の幅員方向)に一基ずつ設けられ、橋の下方に前記作業床2が垂設されるように互いに片持支持する。サイドフレーム3と作業床2とは、ピンやボルトによって簡単に連結可能な周知の組立機構を有する。現場で組立自在とする。サイドフレーム3の上部には、自走部4と柔連結するためのピン孔311を設けた連結部31を設けておく。
<3> Side frame 3
One side frame 3 is provided on each side of the main structure 1 (in the width direction of the bridge), and is cantilevered so that the work floor 2 is suspended below the bridge. The side frame 3 and the work floor 2 have a known assembly mechanism that can be easily connected by pins and bolts. It can be assembled on site. At the upper part of the side frame 3, a connecting part 31 provided with a pin hole 311 for soft connection with the self-running part 4 is provided.

また、サイドフレームと主構1とを固定するために、アジャスタユニット32や、係止レバー33を備えておいても良い。
アジャスタユニット32は、図4(a)に示すように、ハンドルを回転させて、主構を押圧し、その押圧力によってサイドフレームと主構とを固定し、橋の揺れを抑えることができる。
係止レバー33は、図4(b)に示すように、一端はサイドフレームに回動自在に取り付けられ、他端に切り欠き状の係止部を有するレバー形状の部材である。
本発明の吊り足場を移動させるときには係止レバー33を解除しておき、本発明の吊り足場を停止させて作業を行う場合には、係止レバー33を回動させて主構に係止し、サイドフレーム3と主構1との間を固定して、サイドフレーム3の揺れ及び移動を防止することを目的とする。
Further, in order to fix the side frame and the main structure 1, an adjuster unit 32 and a locking lever 33 may be provided.
As shown in FIG. 4A, the adjuster unit 32 rotates the handle to press the main structure, and the side frame 3 and the main structure 1 are fixed by the pressing force, thereby suppressing the shaking of the bridge. it can.
As shown in FIG. 4B, the locking lever 33 is a lever-shaped member having one end rotatably attached to the side frame 3 and a notch-shaped locking portion at the other end.
When the suspension scaffold of the present invention is moved, the locking lever 33 is released, and when the work is performed with the suspension scaffold of the present invention stopped, the locking lever 33 is rotated and locked to the main structure 1 . Then, the object is to fix the side frame 3 and the main structure 1 to prevent the side frame 3 from shaking and moving.

また、図5に示すように、サイドフレーム3にガイドローラ3を備えておいても良い。当該ガイドローラ3と自走部4の自走手段42とによって主構1を挟むように構成することにより、吊り足場移動時の安定性を高めることができる
Further, as shown in FIG. 5, the side frame 3 guide rollers 3 4 may be previously provided with. By configuring so as to sandwich the Shu構1 by with the guide rollers 3 4 free-running means 42 of the self-propelled unit 4, it is possible to enhance the stability during suspension scaffold mobile.

<4>自走部4
図2乃至図3に示すように、自走部4は、サイドフレーム3の連結31と相対移動自在に連結される構造を有する可動部41と、橋梁の構成部材である主構1上を自走可能な自走手段42と、自走手段42へ回転力を付与する伝達手段43とを具備してなる。以下に各構成部材の詳細を説明する。
<4> Self-propelled part 4
As shown in FIGS. 2 to 3, the self-propelled portion 4 includes a movable portion 41 having a structure that is connected to the connecting portion 31 of the side frame 3 so as to be relatively movable, and a main structure 1 that is a structural member of a bridge. The self-propelled means 42 capable of self-propelling and the transmitting means 43 for applying a rotational force to the self-propelled means 42 are provided. Details of each component will be described below.

[可動部41]
可動部41は、サイドフレームと相対移動自在に連結可能な構造、例えばピボット構造や、ピン連結によって支承可能な構造を有する部材を使用する。
図2に示すように、可動部41は、サイドフレームの連結部31に設けたピン孔311に自走部4の移動方向に平行な軸方向を呈するピン411を挿入して柔連結することにより、橋梁の勾配に左右されることなく作業床を常に水平を保つことができ、吊り足場の移動時やメンテナンス作業時における吊り足場の安定性の向上を図ることができる。
[Moving part 41]
The movable part 41 uses a member having a structure that can be connected to the side frame 3 so as to be relatively movable, for example, a pivot structure or a structure that can be supported by pin connection.
As shown in FIG. 2, the movable portion 41 is softly connected by inserting a pin 411 exhibiting an axial direction parallel to the moving direction of the self-running portion 4 into a pin hole 311 provided in the connecting portion 31 of the side frame. In addition, the work floor can always be kept horizontal regardless of the gradient of the bridge, and the stability of the suspended scaffolding during movement of the suspended scaffolding and during maintenance work can be improved.

また、可動部41は自走部4とサイドフレーム3とが相対移動可能な構造であればよく、本実施例のピン連結の他に、例えば、図6に示すようにサイドフレームの連結部31の先端にシャフト部312を設け、連結部31そのものをピンのように取り扱っても良い。

Moreover, the movable part 41 should just be a structure which the self-propelled part 4 and the side frame 3 can move relatively , and besides the pin connection of a present Example, as shown in FIG. 6 , for example, as shown in FIG. A shaft portion 312 may be provided at the tip of the connector, and the connecting portion 31 itself may be handled like a pin.

[自走手段42]
自走手段42は、可動部41のピン411を中央に位置するように設けられた車輪からなる。前記車輪はウレタンゴムなどの周知の素材を用い、可動部41のピン411を中央として、前後左右の対称する位置にに計4箇所設け、前記伝達手段43のチェーン432の回転方向に対応して正回転及び負回転が可能なように周知の機構を用いて構成される。
自走部4の本体中心部を可動部41のピン支持の箇所に設定することで、常に4つの車輪に均等に荷重をかけることができ、自走部4の安定性を高めることができる。
[Self-propelled means 42]
Self-propelled means 42 consists of a wheel provided so that pin 411 of movable part 41 may be located in the center. The wheel is made of a well-known material such as urethane rubber, and is provided in a total of four positions at symmetrical positions on the front, rear, left and right with the pin 411 of the movable portion 41 as the center, corresponding to the rotation direction of the chain 432 of the transmission means 43. It is configured using a known mechanism so that positive rotation and negative rotation are possible.
By setting the central part of the main body of the self-propelled portion 4 as a pin-supported portion of the movable portion 41, it is possible to always apply a load evenly to the four wheels, and to improve the stability of the self-propelled portion 4.

[伝達手段43]
伝達手段43は、自走部4本体の側部に設けたハンドホイール431と前記ハンドホイール431に掛け渡したチェーン432からなる。作業員がチェーン432を引っ張ることにより、ハンドホイール431を回転させ、当該回転力を自走手段42に伝達する。
当該伝達手段43は、手動の伝達機構を採用することが望ましい。手動の伝達機構は、スピードの微調整が容易であること、電源が不要で構造が簡素化できることなど、原動機などの自動の伝達機構と比較して利点が多いからである。
[Transmission means 43]
The transmission means 43 includes a hand wheel 431 provided on a side portion of the self-running portion 4 main body and a chain 432 that spans the hand wheel 431. When an operator pulls the chain 432, the handwheel 431 is rotated and the rotational force is transmitted to the self-propelled means 42.
The transmission means 43 desirably employs a manual transmission mechanism. This is because the manual transmission mechanism has many advantages compared to an automatic transmission mechanism such as a prime mover, such as easy fine adjustment of speed, simplification of the structure without a power source.

以上、本発明の移動式吊り足場は、橋梁の主構1上を回転する車輪に対して均等に荷重がかかるため、橋梁から車輪が外れにくく安定性が高いほか、作業床2及びサイドフレーム3が自走部4との間で相対移動自在であるため。作業床2を常に水平に保つことができ、安全に橋梁のメンテナンス作業等を行うことができる。   As described above, the mobile suspension scaffold according to the present invention applies a load evenly to the wheels rotating on the main structure 1 of the bridge, so that the wheels are not easily detached from the bridge and have high stability, and the work floor 2 and the side frame 3 Is relatively movable with the self-propelled portion 4. The work floor 2 can always be kept horizontal, and bridge maintenance work and the like can be performed safely.

本発明の移動式吊り足場の概略図。Schematic of the mobile suspension scaffold of the present invention. 本発明の移動式吊り足場の自走部の斜視図。The perspective view of the self-propelled part of the mobile suspension scaffold of this invention. 本発明の移動式吊り足場の自走部の側面図。The side view of the self-propelled part of the mobile suspension scaffold of the present invention. 本発明の移動式吊り足場と橋梁との固定方法を示す図。The figure which shows the fixing method of the mobile suspension scaffold of this invention, and a bridge. 本発明の移動式吊り足場と橋梁との案内方法を示す図。The figure which shows the guide method of the mobile suspension scaffold of this invention, and a bridge. 本発明の移動式吊り足場の可動部の他の実施例を示す図。The figure which shows the other Example of the movable part of the mobile suspension scaffold of this invention.

符号の説明Explanation of symbols

1 主構
2 作業床
3 サイドフレーム
31 連結部
311 ピン孔
312 シャフト
32 アジャスタユニット
33 係止レバー
34 ガイドローラ
4 自走部
41 可動部
411 ピン
42 自走手段
43 伝達手段
431 ハンドホイール
432 チェーン
DESCRIPTION OF SYMBOLS 1 Main structure 2 Work floor 3 Side frame 31 Connection part 311 Pin hole 312 Shaft 32 Adjuster unit 33 Locking lever 34 Guide roller 4 Self-propelled part 41 Movable part 411 Pin 42 Self-propelled means 43 Transmission means 431 Handwheel 432 Chain

Claims (1)

橋梁の下方に配置する為の作業床と、前記作業床を左右から片持支持する一組のサイドフレームと、橋梁を構成する部材をレールとして自走可能に構成した自走部とを具備し、橋梁から吊り下げて、橋梁下方に移動自在な作業足場を形成する移動式吊り足場であって、
前記自走部は、前記サイドフレームの上部に設けた片持ちで単数の連結部と連結した可動部と、
前記可動部を中心として配置され、橋梁の構成部材上を自走可能に構成した複数の自走手段と、
前記自走手段に回転力を伝達する伝達手段と、を備え、
前記可動部は常に作業床の水平を保つように、前記単数の連結部の先端を、橋軸方向に沿って設けた前記複数の自走手段の中央部で橋軸方向に向けた単一のピンによって一点で相対移動自在にピン連結したことを特徴とする、
移動式吊り足場。
A work floor for placing under the bridge, a pair of side frames that cantilever-support the work floor from the left and right sides, and a self-propelled portion that is configured to be able to self-propell as a member constituting the bridge as a rail. A mobile suspension scaffold that hangs from a bridge and forms a work scaffold that is movable below the bridge,
The self-propelled part is a movable part connected to a single connecting part in a cantilever provided on the upper part of the side frame;
A plurality of self-propelled means arranged around the movable part and configured to be capable of self-propelled on the structural members of the bridge,
Transmission means for transmitting rotational force to the self-propelled means,
In order that the movable part always keeps the level of the work floor, the tip of the single connecting part is a single part oriented in the bridge axis direction at the center of the plurality of self-propelled means provided along the bridge axis direction. It is characterized by being connected to a pin so that it can move relative to one point with a pin.
Mobile hanging scaffold.
JP2005334695A 2005-11-18 2005-11-18 Mobile suspension scaffolding Expired - Fee Related JP4634917B2 (en)

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CN112376416A (en) * 2020-10-26 2021-02-19 合肥兆杰桥梁设备有限公司 Bridge inspection vehicle

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JPS5285205U (en) * 1975-12-20 1977-06-25
JPS6138004A (en) * 1984-07-30 1986-02-24 菊地 文雄 Suspension type moving scaffold
JPS6233971A (en) * 1985-08-02 1987-02-13 三菱重工業株式会社 Moving apparatus
JPH0624008U (en) * 1992-08-27 1994-03-29 三菱重工業株式会社 Mobile scaffolding for steel bridges
JPH08199511A (en) * 1995-01-26 1996-08-06 Kawatetsu Kizai Kogyo Kk Wagon for bridge work
JPH11236704A (en) * 1998-02-20 1999-08-31 Ishikawajima Kikai Tekko Engineering Kk Work floor device for bridge
JP2001164519A (en) * 1999-12-03 2001-06-19 Hanshin Kosoku Doro Kanri Gijutsu Center Bridge-steel i-girder maintenance inspection device
JP2001303519A (en) * 2000-04-19 2001-10-31 Hanshin Kosoku Doro Kanri Gijutsu Center Simplified scaffold
JP2002178912A (en) * 2000-12-13 2002-06-26 Nikkari Co Ltd Hanging type bicycle

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5285205U (en) * 1975-12-20 1977-06-25
JPS6138004A (en) * 1984-07-30 1986-02-24 菊地 文雄 Suspension type moving scaffold
JPS6233971A (en) * 1985-08-02 1987-02-13 三菱重工業株式会社 Moving apparatus
JPH0624008U (en) * 1992-08-27 1994-03-29 三菱重工業株式会社 Mobile scaffolding for steel bridges
JPH08199511A (en) * 1995-01-26 1996-08-06 Kawatetsu Kizai Kogyo Kk Wagon for bridge work
JPH11236704A (en) * 1998-02-20 1999-08-31 Ishikawajima Kikai Tekko Engineering Kk Work floor device for bridge
JP2001164519A (en) * 1999-12-03 2001-06-19 Hanshin Kosoku Doro Kanri Gijutsu Center Bridge-steel i-girder maintenance inspection device
JP2001303519A (en) * 2000-04-19 2001-10-31 Hanshin Kosoku Doro Kanri Gijutsu Center Simplified scaffold
JP2002178912A (en) * 2000-12-13 2002-06-26 Nikkari Co Ltd Hanging type bicycle

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