JPH0624008U - Mobile scaffolding for steel bridges - Google Patents
Mobile scaffolding for steel bridgesInfo
- Publication number
- JPH0624008U JPH0624008U JP6035792U JP6035792U JPH0624008U JP H0624008 U JPH0624008 U JP H0624008U JP 6035792 U JP6035792 U JP 6035792U JP 6035792 U JP6035792 U JP 6035792U JP H0624008 U JPH0624008 U JP H0624008U
- Authority
- JP
- Japan
- Prior art keywords
- girder
- main
- scaffold
- guide
- lower flange
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 title claims description 7
- 239000010959 steel Substances 0.000 title claims description 7
- 239000000725 suspension Substances 0.000 abstract 1
- 238000007689 inspection Methods 0.000 description 5
- 230000003028 elevating effect Effects 0.000 description 4
- 230000002265 prevention Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
(57)【要約】
【目的】 主桁下フランジ面を利用することにより橋梁
への移動自在の足場の懸架を可能とした。
【構成】 橋梁本体1の一側の主桁2に形成される主桁
下フランジ3に昇降自在に且つ引込自在に当接する走行
車輪4を有する主ガイド桁12と、該主ガイド桁12に
旋回自在に取付けられる伸縮自在の足場13と、該足場
13に取付けられて、前記橋梁本体1の他側の主桁2に
形成される主桁下フランジ3に昇降自在に且つ引込自在
に当接する走行車輪4を有する副ガイド桁21とから構
成されたことを特徴としている。
(57) [Summary] [Purpose] The use of the lower flange surface of the main girder enables suspension of a movable scaffold on a bridge. [Structure] A main guide girder 12 having a traveling wheel 4 which comes in contact with a main girder lower flange 3 formed on a main girder 2 on one side of a bridge body 1 so as to be able to move up and down and retract, and the main guide girder 12 turns. Stretchable scaffold 13 that is freely attached, and travel that is attached to the scaffold 13 and that abuts on the girder lower flange 3 formed on the main girder 2 on the other side of the bridge body 1 so as to be able to move up and down and retract. It is characterized in that it is composed of a sub guide girder 21 having wheels 4.
Description
【0001】[0001]
本考案は鋼橋の保守点検を始め塗装作業等に適用される鋼橋用移動足場に関す る。 The present invention relates to a mobile scaffold for steel bridges, which is applied to painting work, including maintenance and inspection of steel bridges.
【0002】[0002]
一般に鋼橋用移動足場としては例えば、橋梁下面にチエン,単管パイプ,足場 板から構成される吊足場を人力により仮設したものや、長大橋のように自走式の 点検車を設置したものやトラックにアーム及びゴンドラを装備した自走点検車な どが知られている。 In general, examples of moving scaffolds for steel bridges are temporary scaffolds constructed by chains, single pipes, and scaffold plates on the underside of the bridge by human power, or self-propelled inspection vehicles such as long bridges. There are known self-propelled inspection vehicles equipped with arms and gondola on trucks and trucks.
【0003】[0003]
しかしながら桁下に吊足場を設置する場合は人力による高所作業となるので安 全上の問題があると同時に設置・撤去に相当の日数を要する。又長大橋の自走足 場(点検車)の場合は専用レールの橋梁本体への取付が必要なこと、橋の線形( 形状)の違いから他の橋梁への転用ができなく定置式となるのみならず、橋脚が ある場合これを通過することができないので各径間毎に自走足場を設ける必要が ある。 However, installing suspended scaffolding under the girder requires work by manpower at a high place, which poses a safety problem and requires a considerable number of days for installation and removal. In the case of self-propelled scaffolding (inspection vehicle) of long bridge, it is necessary to attach a dedicated rail to the bridge body, and due to the difference in bridge alignment (shape), it cannot be diverted to other bridges and it will be a stationary type. Not only that, if there is a pier, it cannot pass through it, so it is necessary to provide a self-propelled scaffold for each span.
【0004】 更にゴンドラ付自走点検車では作業中に一般車両の交通を規制あるいは通行止 する必要がある。 本考案は、かかる問題点に対処するため開発されたものであって足場の橋梁へ の懸架は主桁下フランジ面を利用することにより専用レールの取付けを不要とす ることを目的とする。Further, in a self-propelled inspection vehicle with a gondola, it is necessary to regulate or stop the traffic of general vehicles during work. The present invention was developed to address such a problem, and it is an object of the present invention to suspend the scaffolding on the bridge by using the flange surface below the main girder, thereby eliminating the need for mounting a dedicated rail.
【0005】[0005]
上記の目的を達成するための本考案の構成を実施例に対応する図1乃至図4を 用いて説明すると本考案は橋梁本体の一側の主桁下端に形成される主桁下フラン ジに昇降自在に且つ引込自在に当接する走行車輪を有する主ガイド桁と、該主ガ イド桁に旋回自在に取付けられる伸縮自在の足場と、該足場に取付けられて、前 記橋梁本体の他側の主桁下端に形成される主桁下フランジに昇降自在に且つ引込 自在に当接する走行車輪を有する副ガイド桁とからなることを特徴とする。 The structure of the present invention for achieving the above-mentioned object will be described with reference to FIGS. 1 to 4 corresponding to the embodiments. The present invention relates to a main girder lower flange formed at the lower end of the main girder on one side of the bridge body. A main guide girder having traveling wheels that abut up and down freely and retractably, a telescopic scaffolding that is rotatably attached to the main guide girder, and a scaffold that is attached to the scaffold and is attached to the other side of the bridge main body. It is characterized in that it comprises a sub guide girder having traveling wheels which come into contact with a main girder lower flange formed at the lower end of the main girder so as to be vertically movable and retractable.
【0006】 そして本考案は更に前記主ガイド桁の2個を前後に合体させたことを特徴とす る。The present invention is further characterized in that the two main guide girders are combined in the front and rear.
【0007】[0007]
そして本考案は上記の手段により主ガイド桁に取付けられる走行車輪と副ガイ ド桁に取付けられる走行車輪とは、主桁下フランジに昇降自在に当接されて、主 桁下フランジ面の変化(巾の変化、継手部等の障害物)に対して自在に走行する と共に主桁下フランジに引込自在に当接されて主桁の変化する主桁下フランジの 配置に対応して自在に走行することができ、更に主ガイド桁の2個を前後に合体 するときは通常の走行以外に片側の足場を短縮旋回し格納することにより橋脚を 通過することも出来る。 According to the present invention, the traveling wheels attached to the main guide girder and the traveling wheels attached to the auxiliary guide girder by the above means are brought into contact with the lower flange of the main girder so as to move up and down, and the change of the lower flange surface of the main girder ( It freely travels with respect to changes in width, obstacles such as joints, etc., and also freely travels according to the arrangement of the main girder lower flange where the main girder lower flange is retractably abutted and the main girder changes. In addition, when two main guide girders are combined in the front and rear direction, it is possible to pass through the piers by shortening and retracting the scaffold on one side and storing it in addition to normal running.
【0008】[0008]
以下本考案の一実施例を図1乃至図4に基づいて説明すると1は橋梁本体を示 し、該橋梁本体1の下面に設けた主桁2には主桁下フランジ3が形成されている 。 4は前記主桁下フランジ3に当接する走行車輪を示し、該走行車輪4は図3及 び図4に示すようにトルクモータ5と、該トルクモータ5に連動するボールネジ 6と該ボールネジ6の端部に固定のブラケットに支持されて前記主桁下フランジ 3の外側辺に当接するガイドローラ7とからなる落下防止装置8に保持されて車 輪4が主桁下フランジ3から脱落するのを防止すると共に主桁下フランジ3の変 化に自動追従され、更に該走行車輪4はその回転軸に直交して取付けられる昇降 柱を昇降装置9を介して水平のアーム10に取付け、該アーム10はアーム引込 装置11を介して主ガイド桁12に取付けることにより前記走行車輪4は主桁下 フランジ3に昇降自在に且つ引込自在に当接されている。 An embodiment of the present invention will be described below with reference to FIGS. 1 to 4. Reference numeral 1 denotes a bridge body, and a main girder 2 provided on a lower surface of the bridge body 1 is provided with a main girder lower flange 3. .. Reference numeral 4 denotes a traveling wheel that comes into contact with the main girder lower flange 3, and the traveling wheel 4 includes a torque motor 5, a ball screw 6 interlocked with the torque motor 5, and a ball screw 6 as shown in FIGS. 3 and 4. The wheel 4 is supported by a bracket fixed to the end and is held by a fall prevention device 8 including a guide roller 7 that contacts the outer side of the main girder lower flange 3 to prevent the wheel 4 from falling off the main girder lower flange 3. In addition to the above, the traveling wheel 4 is automatically followed by the change of the main girder lower flange 3, and the traveling wheel 4 is attached to a horizontal arm 10 via an elevating device 9 by attaching an elevating column mounted orthogonally to its rotation axis. Is mounted on the main guide girder 12 via the arm retraction device 11, so that the traveling wheel 4 is in contact with the main girder lower flange 3 so as to be vertically movable and retractable.
【0009】 13は足場を示し、該足場13は旋回軸14を介して前記主ガイド桁12に旋 回自在に取付けられ、該足場13は旋回軸14に固定の床支持フレーム15に床 引込装置16を介して取付けられる固定床17と該固定床17に床引込装置18 を介して取付けられる可動床19とからなり、該可動床19の端部には旋回軸2 0を介して副ガイド桁21を取付け、該副ガイド桁21には図4に示すように前 記した主ガイド桁12と同様にアーム10,昇降装置9及び落下防止装置8を介 して走行車輪4を取付けた。図中22は前記固定床17及び可動床19に折畳自 在に取付けられる手摺を示す。Reference numeral 13 denotes a scaffold, which is rotatably attached to the main guide girder 12 via a swivel shaft 14, and the scaffold 13 is fixed to the swivel shaft 14 to a floor support frame 15 and a floor retractor. A fixed floor 17 mounted via 16 and a movable floor 19 mounted on the fixed floor 17 via a floor retracting device 18, and an auxiliary guide girder is attached to an end of the movable floor 19 via a swivel shaft 20. As shown in FIG. 4, the traveling wheel 4 is attached to the sub guide girder 21 via the arm 10, the elevating device 9 and the fall prevention device 8 as shown in FIG. Reference numeral 22 in the drawing denotes a handrail which is attached to the fixed floor 17 and the movable floor 19 in a folding manner.
【0010】 かくて走行車輪4に設けた図示しないセンサーが障害物を検知すると昇降装置 9が作動して走行車輪4が昇降し障害物を回避して各走行車輪4は主桁下フラン ジ3上を走行すると共に落下防止装置8により主桁下フランジ3の変化に自動追 従することができる。 更に橋脚を通過する場合には図5に示すように2台の主ガイド桁12,12を ジョイント23を介して前後に合体させ、図5(a)に示すように2台の主ガイ ド桁12,12は合体となって主桁下フランジ3上を走行し、前部の主ガイド桁 12が図5(b)に示すように橋脚24にさしかかると可動床19は固定床19 内に格納した状態で旋回軸14を旋回させて固定床17を主ガイド桁12に平行 に重ねた状態で図5(c)に示すように橋脚24を通過させ、その通過後図5( d)に示すように再び旋回軸14を旋回させて固定床17を主ガイド桁12に直 交して取付けた後可動床19を引き出してその副ガイド桁21上の走行車輪4を 主桁下フランジ3に当接させた後図5(e)に示すように後部の主ガイド桁12 の旋回軸14を旋回させて固定床17を主ガイド桁12に平行に重ねた状態で、 橋脚24を通過させ、その通過後図5(f)に示すように再び旋回軸14を旋回 させて固定床17を主ガイド桁12に直交して取付けた後可動床19を引き出し てその副ガイド桁21上の走行車輪4を主桁下フランジに当接させて再び走行さ せることができる。Thus, when a sensor (not shown) provided on the traveling wheels 4 detects an obstacle, the elevating device 9 operates and the traveling wheels 4 move up and down to avoid the obstacles so that each traveling wheel 4 has the main lower girder 3. It is possible to automatically follow the change of the lower girder flange 3 of the main girder while traveling on the upper side by the fall prevention device 8. Further, when passing the bridge pier, the two main guide girders 12, 12 are joined to each other through the joint 23 as shown in FIG. 5, and the two main guide girders are joined as shown in FIG. 5 (a). When the main guide girders 12 in the front part approach the bridge pier 24 as shown in FIG. 5 (b), the movable floor 19 is stored in the fixed floor 19 together. In this state, the swivel shaft 14 is swung so that the fixed floor 17 overlaps the main guide girder 12 in parallel, and the bridge pier 24 is passed as shown in FIG. 5 (c). As described above, the swivel shaft 14 is swung again so that the fixed floor 17 is directly attached to the main guide girder 12 and then the movable floor 19 is pulled out so that the traveling wheels 4 on the sub guide girder 21 are brought into contact with the main girder lower flange 3. After contacting them, as shown in FIG. 5 (e), the pivot shaft 14 of the rear main guide girder 12 is attached. The fixed floor 17 is passed over the bridge pier 24 in a state where the fixed floor 17 is parallel to the main guide girder 12, and after the passage, the swivel shaft 14 is swung again as shown in FIG. After mounting the guide girders 12 at right angles, the movable floor 19 can be pulled out, and the traveling wheels 4 on the auxiliary guide girders 21 can be brought into contact with the lower flanges of the main girders to resume traveling.
【0011】[0011]
このように本考案によるときは橋梁本体の一側の主桁下端に形成される主桁下 フランジに昇降自在に且つ引込自在に当接する走行車輪を有する主ガイド桁と、 該主ガイド桁に旋回自在に取付けられる伸縮自在の足場と、該足場に取付けられ て前記橋梁本体の他側の主桁下端に形成される主桁下フランジに昇降自在に且つ 引込自在に当接する走行車輪を有する副ガイド桁とから移動足場を構成させたも のであるから移動足場は鋼橋の主桁下フランジに沿って円滑に移動することがで き、橋梁の形状を特定することなく添架できるので既に架けられた橋梁のほとん どに適用でき、而も、主ガイド桁の2個を前後に合体させるときは一方の足場を 旋回させることにより橋脚であってもその都度取外し、付け直す必要がなくその まま通過できる等の効果を有する。 As described above, according to the present invention, a main guide girder having a traveling wheel that abuts the lower girder lower flange formed on the lower end of the main girder on one side of the bridge body so as to be vertically movable and retractable; A sub-guide having a freely extendable and retractable scaffold and traveling wheels that are attached to the scaffold and abut on the lower girder flange formed on the lower end of the main girder on the other side of the bridge body so as to be vertically movable and retractable. Since the moving scaffold is composed of the girder and the moving girder, the moving scaffold can smoothly move along the flange under the main girder of the steel bridge, and it can be mounted without specifying the shape of the bridge. It can be applied to almost all bridges, and when two main guide girders are combined back and forth, one scaffold can be swiveled so that even a pier does not have to be removed and reattached each time and can be passed through as is. It has the effect.
【図1】本考案の一実施例を示す正面図である。FIG. 1 is a front view showing an embodiment of the present invention.
【図2】本考案の一実施例を示す平面図である。FIG. 2 is a plan view showing an embodiment of the present invention.
【図3】図1のA部の拡大図である。FIG. 3 is an enlarged view of a portion A of FIG.
【図4】図1のB部の拡大図である。FIG. 4 is an enlarged view of part B in FIG.
【図5】橋脚通過要領を示す説明図である。FIG. 5 is an explanatory diagram showing a pier passage procedure.
1 橋梁本体 2 主桁 3 主桁下フランジ 4 走行車輪 12 主ガイド桁 13 足場 21 副ガイド桁 1 Bridge Main Body 2 Main Girder 3 Main Girder Lower Flange 4 Running Wheel 12 Main Guide Girder 13 Scaffold 21 Sub Guide Girder
───────────────────────────────────────────────────── フロントページの続き (72)考案者 前川 伸 神奈川県横浜市中区錦町12番地 三菱重工 業株式会社横浜製作所内 (72)考案者 川村 祐三 東京都世田谷区駒沢2の61の1 (72)考案者 前田 良刀 東京都世田谷区中町1の19の25 (72)考案者 今泉 安雄 神奈川県横浜市港区日限山1の1の304 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Shin Maekawa 12 Nishiki-cho, Naka-ku, Yokohama-shi, Kanagawa Mitsubishi Heavy Industries, Ltd. Yokohama Works (72) Inventor Yuzo Kawamura 1 of 61, Komazawa, Setagaya-ku, Tokyo (72 ) Inventor Ryōta Maeda 19-25, 1-1 Nakamachi, Setagaya-ku, Tokyo (72) Inventor Yasuo Imaizumi 304-1 1-1 Higashiyama, Minato-ku, Yokohama-shi, Kanagawa
Claims (2)
主桁下フランジに昇降自在に且つ引込自在に当接する走
行車輪を有する主ガイド桁と、該主ガイド桁に旋回自在
に取付けられる伸縮自在の足場と、該足場に取付けられ
て、前記橋梁本体の他側の主桁下端に形成される主桁下
フランジに昇降自在に且つ引込自在る当接する走行車輪
を有する副ガイド桁とからなる鋼橋用移動足場。1. A main guide girder having a traveling wheel that comes in contact with a lower girder lower flange formed at the lower end of the main girder on one side of the bridge body so as to be able to move up and down and retract, and is rotatably attached to the main guide girder. An extendable scaffold, and a sub-guide girder attached to the scaffold and having traveling wheels that abut on the lower girder flange formed on the lower end of the main girder on the other side of the bridge body so as to be vertically movable and retractable. A mobile scaffold for steel bridges.
たことを特徴とする請求項1記載の鋼橋用移動足場。2. The moving scaffold for steel bridges according to claim 1, wherein two of said main guide girders are combined in a front and rear direction.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6035792U JPH0750404Y2 (en) | 1992-08-27 | 1992-08-27 | Mobile scaffolding for steel bridges |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6035792U JPH0750404Y2 (en) | 1992-08-27 | 1992-08-27 | Mobile scaffolding for steel bridges |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0624008U true JPH0624008U (en) | 1994-03-29 |
JPH0750404Y2 JPH0750404Y2 (en) | 1995-11-15 |
Family
ID=13139829
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6035792U Expired - Fee Related JPH0750404Y2 (en) | 1992-08-27 | 1992-08-27 | Mobile scaffolding for steel bridges |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0750404Y2 (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20030012015A (en) * | 2001-07-30 | 2003-02-12 | 이형훈 | Bridge structure combined steel plate deck with preflex girder |
KR20030012014A (en) * | 2001-07-30 | 2003-02-12 | 이형훈 | preflex bridge structure using plate girder system |
JP2007051416A (en) * | 2005-08-12 | 2007-03-01 | Gijutsu Kaihatsu Kenkyusho:Kk | Scaffold device |
JP2007138582A (en) * | 2005-11-18 | 2007-06-07 | Hirose & Co Ltd | Movable suspended scaffolding |
JP2007177561A (en) * | 2005-12-28 | 2007-07-12 | Otaki Jack Kk | Transportation vehicle for heavy load |
JP2023083812A (en) * | 2021-12-06 | 2023-06-16 | 川田テクノロジーズ株式会社 | Steel girder surface preparation device applied to bridge slab replacement method and surface preparation method using the same |
-
1992
- 1992-08-27 JP JP6035792U patent/JPH0750404Y2/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20030012015A (en) * | 2001-07-30 | 2003-02-12 | 이형훈 | Bridge structure combined steel plate deck with preflex girder |
KR20030012014A (en) * | 2001-07-30 | 2003-02-12 | 이형훈 | preflex bridge structure using plate girder system |
JP2007051416A (en) * | 2005-08-12 | 2007-03-01 | Gijutsu Kaihatsu Kenkyusho:Kk | Scaffold device |
JP2007138582A (en) * | 2005-11-18 | 2007-06-07 | Hirose & Co Ltd | Movable suspended scaffolding |
JP4634917B2 (en) * | 2005-11-18 | 2011-02-16 | ヒロセ株式会社 | Mobile suspension scaffolding |
JP2007177561A (en) * | 2005-12-28 | 2007-07-12 | Otaki Jack Kk | Transportation vehicle for heavy load |
JP2023083812A (en) * | 2021-12-06 | 2023-06-16 | 川田テクノロジーズ株式会社 | Steel girder surface preparation device applied to bridge slab replacement method and surface preparation method using the same |
Also Published As
Publication number | Publication date |
---|---|
JPH0750404Y2 (en) | 1995-11-15 |
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