JP2001032215A - Pier repairing device - Google Patents

Pier repairing device

Info

Publication number
JP2001032215A
JP2001032215A JP11204872A JP20487299A JP2001032215A JP 2001032215 A JP2001032215 A JP 2001032215A JP 11204872 A JP11204872 A JP 11204872A JP 20487299 A JP20487299 A JP 20487299A JP 2001032215 A JP2001032215 A JP 2001032215A
Authority
JP
Japan
Prior art keywords
pier
floor
horizontal
support portion
suspended
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.)
Pending
Application number
JP11204872A
Other languages
Japanese (ja)
Inventor
Yoshio Kakehi
能夫 筧
Tomoo Mimura
友男 三村
Atsushi Matsushita
厚 松下
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.)
Maeda Kosen Co Ltd
Original Assignee
Maeda Kosen Co Ltd
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 Maeda Kosen Co Ltd filed Critical Maeda Kosen Co Ltd
Priority to JP11204872A priority Critical patent/JP2001032215A/en
Publication of JP2001032215A publication Critical patent/JP2001032215A/en
Pending legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a pier repairing device which can be assembled with a simple structure, and easily retracted even when a pier is high. SOLUTION: The pier repairing device comprises suspension members 7 to be suspended from outer peripheries of a traveling girder 12, a horizontal member 3 to connect both suspension members 7 to each other at the position below an expansion support part 11, and an elevating/lowering elevating/ lowering base 5 to be suspended from the horizontal member to surround the periphery of a pier 1. It further comprises an elevating/lowering device for elevating/lowering base 5, a horizontal working floor 2 mounted on the horizontal member 3 and located below the expansion support part 11, and an inclined floor 4 tiltably formed on a part of the working floor.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は道路橋や鉄道橋の橋
脚を補修する装置に関するものである。
The present invention relates to an apparatus for repairing a pier of a road bridge or a railway bridge.

【0002】[0002]

【従来の技術】道路や鉄道の走行桁は、橋脚によって支
持する。そのために橋脚の上部は、走行桁を支持する拡
大支持部が形成してある。そのような走行桁の下面や橋
脚の周囲が損傷した場合に、下部の用地が広く足場の良
い橋脚ならば、作業車が接近して下部から補修すること
が容易である。しかし水中や急斜面に立てた橋脚のよう
に、下部から接近できない場合には従来は図4に示すよ
うな方法で足場を構築して補修を行っている。すなわち
道路や鉄道の走行桁の両側から、吊部材をつりおろし、
両側の吊部材の間を、水平部材で連結する。この水平部
材は、橋脚1の上端の拡大支持部の下に位置している。
そして水平部材に床板を張り渡して最上段の作業床aを
拡大支持部の下の空間に設置する。次に最上段の作業床
にパイプやチェーンで連結して下の段の作業床aを空中
に設置する。こうして多数段の作業床aを、橋脚1を取
り巻く状態で空中に設置する装置が採用されている。
2. Description of the Related Art Road and rail running girders are supported by piers. For this purpose, an enlarged support portion for supporting the traveling girder is formed in the upper part of the pier. When the underside of the traveling girder and the periphery of the bridge pier are damaged, if the pier has a large area and a good foothold, it is easy for the work vehicle to approach and repair from the lower part. However, when the pier cannot be approached from below, such as a pier standing underwater or on a steep slope, a scaffold is conventionally constructed and repaired as shown in FIG. In other words, hanging members from both sides of the girder of the road or railway,
The suspension members on both sides are connected by a horizontal member. This horizontal member is located below the enlarged support at the upper end of the pier 1.
Then, a floor plate is stretched over the horizontal member, and the uppermost work floor a is set in a space below the enlarged support portion. Next, the lowermost work floor a is connected to the uppermost work floor by a pipe or a chain, and the lower work floor a is installed in the air. In this way, a device for installing a multi-stage work floor a in the air around the pier 1 is employed.

【0003】[0003]

【発明が解決しようとする課題】前記したような従来の
橋脚補修装置は次のような問題を備えていた。 <イ>橋脚1が高くなるにつれて、どの位置へも作業員
の手が届くように作業床aの段数が増加することにな
る。 <ロ>そのために本来の補修作業を開始する以前の仮設
作業であるのに、作業床aの設置だけのために多数の作
業員を必要とし、多大な日程を要する。 <ハ>海上の橋脚1を補修する工事では、台風発生時に
は作業床aを待避させなけらばならない。しかし走行桁
の下に多数段の作業床aを吊り下げた構成であるから、
簡単に待避することはできない。
The conventional pier repair device as described above has the following problems. <B> As the height of the pier 1 increases, the number of steps on the work floor a increases so that the worker can reach any position. <B> For this reason, although it is a temporary work before the original repair work is started, a large number of workers are required only for installation of the work floor a, and a large schedule is required. <C> In the work to repair the pier 1 at sea, the work floor a must be evacuated when a typhoon occurs. However, since it is a configuration in which a multi-stage work floor a is hung below the traveling girder,
It cannot be evacuated easily.

【0004】[0004]

【本発明の目的】本発明は上記のような問題を改善する
ためになされたもので、高い橋脚であっても、簡単な構
造で組み立てることができ、容易に待避することができ
る、橋脚補修装置を提供することを目的とする。
SUMMARY OF THE INVENTION The object of the present invention is to solve the above-mentioned problems. Even if a tall pier is used, it can be assembled with a simple structure and can be easily evacuated. It is intended to provide a device.

【0005】[0005]

【課題を解決するための手段】上記のような目的を達成
するために本発明の橋脚補修装置は、道路や鉄道の走行
桁と、その走行桁を支持する拡大支持部、拡大支持部の
下部の橋脚において、走行桁の両外周から吊り下げる吊
部材と、両吊部材の間を、拡大支持部の下の位置で連結
する水平部材と、水平材から吊り下げ、橋脚の周囲を包
囲する昇降台と、昇降台を昇降する昇降装置と、水平部
材に取り付けた、拡大支持部の下に位置する水平作業床
と、作業床の一部に形成した傾斜可能な傾斜床と、より
構成した、橋脚補修装置である。
In order to achieve the above object, a bridge pier repair device according to the present invention comprises a traveling girder for roads and railways, an enlarged support portion for supporting the traveling girder, and a lower portion of the enlarged support portion. A suspension member suspended from both outer peripheries of the traveling girder, a horizontal member connecting the both suspension members at a position below the enlarged support portion, and a lifting member suspended from the horizontal member and surrounding the pier. A table, a lifting device for lifting the lifting table, and a horizontal work floor attached to the horizontal member, which is located below the enlarged support, and a tiltable inclined floor formed on a part of the work floor, Bridge pier repair device.

【0006】[0006]

【発明の実施の形態】以下図面にもとづいて本発明の一
実施例を説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings.

【0007】<イ>橋脚の形状。 補修の対象とする橋脚1は、前記したように道路や鉄道
の走行桁12を支持するものである。そのために断面が
円柱、角柱、あるいは楕円柱の橋脚1の最上部には、走
行桁12を支持する拡大支持部11が形成してある。
<A> The shape of the pier. The pier 1 to be repaired supports the traveling girder 12 of a road or a railway as described above. For this purpose, an enlarged support portion 11 for supporting a traveling girder 12 is formed at the uppermost portion of the pier 1 having a cross section of a cylinder, a prism, or an ellipse.

【0008】<ロ>吊部材7。 走行桁12の両側の高欄の外周から、吊部材7を鉛直に
吊りおろす。装置のすべての重量はこの吊部材7によっ
て支持する。この吊部材7、あるいは後述する水平部材
3は例えば角パイプによって構成することができる。角
パイプと角パイプをピンで連結する構造であれば、熟練
していない作業員でも正確な位置で迅速に組み立てるこ
とができる。
<B> Hanging member 7. The suspension member 7 is suspended vertically from the outer periphery of the railing on both sides of the traveling girder 12. All the weight of the device is supported by this hanging member 7. The hanging member 7 or a horizontal member 3 described later can be formed of, for example, a square pipe. With a structure in which the square pipes are connected to each other with pins, even unskilled workers can quickly assemble them at precise positions.

【0009】<ハ>水平部材3。 両吊部材7の間を、水平部材3で連結する。この水平部
材3は、橋脚1の拡大支持部11の下に位置させる。
<C> Horizontal member 3 The two hanging members 7 are connected by the horizontal member 3. The horizontal member 3 is located below the enlarged support portion 11 of the pier 1.

【0010】<ニ>水平作業床2。 上記の吊部材7と水平部材3とを二組設置し、その間に
床板を張り渡す。すると、拡大支持部11の下に水平面
の作業床を展開することができる。従来の装置は前記し
たようにこの構成の水平作業床2を多数段吊り下げる構
成であったが、本発明の装置においては、拡大支持部1
1の下に一段の水平作業床2を配置するだけである。以
上の段階の作業は、桁の上に設置した公知の桁下作業車
の腕を伸ばして行うことができる。
<D> Horizontal work floor 2. Two sets of the hanging member 7 and the horizontal member 3 are installed, and a floor plate is stretched between them. Then, a horizontal work floor can be developed under the enlarged support portion 11. As described above, the conventional apparatus has a configuration in which the horizontal work floor 2 having this configuration is suspended by a number of steps, but in the apparatus of the present invention, the enlarged support section 1 is suspended.
It is only necessary to arrange one horizontal work floor 2 under 1. The work in the above steps can be performed by extending the arm of a known work under the girder installed on the girder.

【0011】<ホ>傾斜床4。 作業床は水平部材3に取り付けてあるから、同一面の床
であるが、その一部に傾斜可能な傾斜床4を設ける。こ
の傾斜床4は、外側をピン軸止めした床であり、内側
(橋脚1側)を必要に応じて傾斜させ、あるいは引き上
げて水平にすることができる。傾斜させた状態では作業
員は不自然な姿勢を取ることなく、背中を伸ばしたまま
拡大支持部11の下面の補修を行うことができる。しか
し後述する昇降台5を最上部まで引き上げる場合には傾
斜床4を水平にして、昇降台5の空間を確保できるよう
に構成してある。
<E> Inclined floor 4. Since the work floor is attached to the horizontal member 3, the work floor is a floor on the same plane, but a part of the work floor is provided with an inclined floor 4 which can be inclined. The sloping floor 4 is a floor on which the outer side is fixed with a pin shaft, and the inner side (the pier 1 side) can be inclined or pulled up as required to make it horizontal. In the inclined state, the worker can repair the lower surface of the enlarged support portion 11 with the back extended without taking an unnatural posture. However, when the elevator 5 to be described later is pulled up to the uppermost part, the inclined floor 4 is made horizontal so that a space for the elevator 5 can be secured.

【0012】<ヘ>昇降台5。 水平材からチェーン6を介して昇降台5を吊り下げる。
この昇降台5は、橋脚1の周囲を包囲する形状の作業台
であり、中央には橋脚1の断面形状に応じて、円形、矩
形の中空孔を開設してある。昇降台5を吊り下げるチェ
ーン6にはチェーンブロックなどの昇降装置を取り付け
る。したがって作業員は昇降台5に乗ったまま、チェー
ンブロックなどを操作して昇降台5を昇降することがで
きる。、
<F> Lifting platform 5 The elevator 5 is hung from a horizontal member via a chain 6.
The elevating platform 5 is a working platform having a shape surrounding the pier 1, and has a circular or rectangular hollow hole in the center according to the cross-sectional shape of the pier 1. An elevating device such as a chain block is attached to the chain 6 that suspends the elevating platform 5. Therefore, the worker can operate the chain block and the like to move up and down the elevator 5 while riding on the elevator 5. ,

【0013】<ト> シート筒8。 昇降台5には、シート筒8を吊り下げる。このシート筒
8は、橋脚1の水中部分を包囲する柔軟性のあるシート
であり、下端は開放している。このシート筒8は昇降台
5とともに昇降することなく、昇降台5に対してロープ
や長い部材を介してスライド自在に取り付けておく。す
ると昇降台5の昇降に応じて、作業員がスライドしてシ
ート筒8の位置を常に橋脚1の最下端に位置させておく
ことができる。
<G> Sheet cylinder 8. The sheet cylinder 8 is suspended from the elevating table 5. The sheet tube 8 is a flexible sheet surrounding the underwater portion of the pier 1 and has a lower end open. The sheet cylinder 8 is slidably attached to the elevator 5 via a rope or a long member without moving up and down together with the elevator 5. Then, the worker can slide to keep the position of the seat tube 8 at the lowermost end of the pier 1 in accordance with the elevation of the elevator 5.

【0014】<チ>補修作業時。 本発明の装置を使用して、拡大支持部11の下面や周囲
の面、および橋脚1の表面の補修を行う。拡大支持部1
1の補修は、水平作業床2に乗った作業員が行う。拡大
支持部11は下面が傾斜しているから、その面の補修は
傾斜床4に乗った状態で行う。橋脚1の補修は、昇降台
5を吊りおろしつつ、あるいは吊り上げつつ行う。昇降
台5はチェーンブロックなどで簡単に昇降するから、い
かに橋脚1の高さが高くとも1台の昇降台5のみですべ
ての位置の補修が可能である。
<H> During repair work. Using the apparatus of the present invention, the lower surface and the peripheral surface of the enlarged support portion 11 and the surface of the pier 1 are repaired. Expansion support 1
The repair of 1 is performed by a worker on the horizontal work floor 2. Since the lower surface of the enlarged support portion 11 is inclined, the repair of the surface is performed while riding on the inclined floor 4. The repair of the pier 1 is performed while the lifting platform 5 is suspended or lifted. Since the elevating platform 5 can be easily moved up and down by a chain block or the like, no matter how high the height of the pier 1 is, only one elevator platform 5 can repair all positions.

【0015】<リ>待避時。 台風や高波の発生は天気予報によって事前に知ることが
できる。その場合には昇降台5を最上部まで引き上げ
る。その時に傾斜床4も水平に引き上げる。そのために
昇降台5は水平床の下面に密着した状態で格納すること
ができる。
<Re> At the time of evacuation. The occurrence of typhoons and high waves can be known in advance by weather forecast. In that case, the lift 5 is pulled up to the top. At that time, the inclined floor 4 is also pulled up horizontally. Therefore, the elevator 5 can be stored in a state in which it is in close contact with the lower surface of the horizontal floor.

【0016】<ヌ>汚濁の防止。 橋脚1の水中部分の周囲は、シートの筒で包囲してあ
る。したがって補修の作業においてコンクリートの破片
やはつり作業の排水の一部が流れ落ちても、濁り水を拡
散させることなく、一定の沈下時間を確保することがで
きる。
<Nu> Prevention of contamination. The underwater portion of the pier 1 is surrounded by a sheet tube. Therefore, even if a piece of concrete or a part of drainage from the hanging work flows down in the repair work, a certain settling time can be secured without diffusing the turbid water.

【0017】[0017]

【発明の効果】本発明は上記したようになるから、次の
ような効果を達成することができる。 <イ>台風時などには1台の昇降台5を、最上部まで上
昇させるだけで迅速に待避することができる。したがっ
て従来の多数段の作業台のように危険な待避作業に時間
を要することがなく、きわめて安全である。 <ロ>橋脚1がどんなに高くとも、従来のように多数段
の作業床を取り付ける必要がなく、1台の昇降台5の昇
降によって全面の補修を行うことができる。 <ハ>したがって従来のような多量の資材を必要とせ
ず、組み立て時間も短くてすみ、きわめて経済的であ
る。 <ニ>本来の補修工事のための仮設工程に時間をかけな
いですむから、短い工期で品質の高い補修工事を完了す
ることができる。 <ホ>1段の水平作業床2と、1台の昇降台5のみで形
成してあるから、全体の重量がきわめて小さくなる。そ
のためにそれを支持する上部構造も大幅に軽量化する事
が出来、さらに経済的である。 <ヘ>海上の橋脚1の場合に、橋脚1の水中部分を柔軟
性のあるシート筒8で包囲しておけば、海水を汚濁する
ことがなく、補修作業の影響を環境に及ぼすことがな
い。
Since the present invention is as described above, the following effects can be achieved. <B> In the event of a typhoon or the like, one elevating platform 5 can be quickly evacuated simply by moving it up to the top. Therefore, unlike a conventional multi-stage work table, it does not require time for dangerous evacuation work, and is extremely safe. <B> Regardless of the height of the pier 1, it is not necessary to attach a multi-stage work floor as in the related art, and the entire surface can be repaired by raising and lowering one elevator 5. <C> Therefore, it does not require a large amount of materials as in the related art, requires only a short assembling time, and is extremely economical. <D> Since the temporary construction process for the original repair work does not require much time, high-quality repair work can be completed in a short construction period. <E> Since only one horizontal work floor 2 and one elevating platform 5 are formed, the overall weight is extremely small. Therefore, the weight of the upper structure supporting the same can be significantly reduced, which is more economical. <F> In the case of the pier 1 on the sea, if the underwater portion of the pier 1 is surrounded by the flexible sheet tube 8, the seawater will not be polluted and the influence of the repair work will not affect the environment. .

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

【図1】本発明の橋脚補修装置の実施例の説明図。FIG. 1 is an explanatory view of an embodiment of a pier repair device of the present invention.

【図2】本発明の橋脚補修装置の実施例の説明図。FIG. 2 is an explanatory view of an embodiment of the pier repair device of the present invention.

【図3】橋脚の水中部分を包囲する状態の説明図。FIG. 3 is an explanatory view of a state surrounding an underwater portion of a pier.

【図4】従来の橋脚補修装置の説明図。FIG. 4 is an explanatory view of a conventional pier repair device.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 松下 厚 福井県坂井郡春江町沖布目38−3 前田工 繊株式会社内 Fターム(参考) 2D059 AA03 EE02 EE10 GG39  ────────────────────────────────────────────────── ─── Continuing on the front page (72) Atsushi Matsushita Atsushi Matsushita 38-3, Okinome, Harue-cho, Sakai-gun, Fukui Prefecture F-term (reference) 2D059 AA03 EE02 EE10 GG39

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】道路や鉄道の走行桁と、その走行桁を支持
する拡大支持部、拡大支持部の下部の橋脚において、 走行桁の両外周から吊り下げる吊部材と、 両吊部材の間を、拡大支持部の下の位置で連結する水平
部材と、 水平材から吊り下げ、橋脚の周囲を包囲する昇降台と、 昇降台を昇降する昇降装置と、 水平部材に取り付けた、拡大支持部の下に位置する水平
作業床と、 作業床の一部に形成した傾斜可能な傾斜床と、より構成
した、 橋脚補修装置。
1. A traveling girder of a road or a railway, an enlarged support portion for supporting the traveling girder, and a pier below the enlarged support portion, a suspension member suspended from both outer circumferences of the traveling girder, and a space between the both suspension members. , A horizontal member connected at a position below the enlarged support portion, a lifting platform suspended from the horizontal material and surrounding the pier, a lifting device for lifting and lowering the lift platform, and an expansion support portion attached to the horizontal member. A pier repair device consisting of a horizontal work floor located below and a tiltable floor formed on a part of the work floor.
【請求項2】昇降台には、シート筒を吊り下げ、 このシート筒によって橋脚の水中部分を包囲し、 このシート筒は昇降台に対してスライド自在に取り付け
て構成した、 請求項1記載の橋脚補修装置。
2. The elevator according to claim 1, wherein a seat cylinder is suspended from the elevator, and the seat cylinder surrounds an underwater portion of the pier, and the seat cylinder is slidably attached to the elevator. Bridge pier repair equipment.
JP11204872A 1999-07-19 1999-07-19 Pier repairing device Pending JP2001032215A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11204872A JP2001032215A (en) 1999-07-19 1999-07-19 Pier repairing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11204872A JP2001032215A (en) 1999-07-19 1999-07-19 Pier repairing device

Publications (1)

Publication Number Publication Date
JP2001032215A true JP2001032215A (en) 2001-02-06

Family

ID=16497805

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11204872A Pending JP2001032215A (en) 1999-07-19 1999-07-19 Pier repairing device

Country Status (1)

Country Link
JP (1) JP2001032215A (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018025039A (en) * 2016-08-10 2018-02-15 第一建設工業株式会社 Installation method for cofferdam structure to be used for bridge pier maintenance/reinforcement work
JP2020143489A (en) * 2019-03-06 2020-09-10 第一建設工業株式会社 Installation method for cofferdam structure used for bridge pier repair and strengthening work
CN110485315A (en) * 2019-08-26 2019-11-22 广西建工集团联合建设有限公司 Reinforced Concrete Bridge hangs anchor formula operating platform and its construction
CN114541265A (en) * 2022-03-04 2022-05-27 中铁长安重工有限公司 Installation equipment and method for bridge single-column pier steel cap beam
CN114775446A (en) * 2022-05-25 2022-07-22 中铁建安工程设计院有限公司 Pier high altitude construction anti-falling device that but lower formula automatic rising falls
CN114775446B (en) * 2022-05-25 2023-08-18 中铁建安工程设计院有限公司 Pier high altitude construction anti-falling device that down holds formula and can rise automatically

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