JPS626006A - Working vehicle for repairing bridge and its construction - Google Patents

Working vehicle for repairing bridge and its construction

Info

Publication number
JPS626006A
JPS626006A JP14414485A JP14414485A JPS626006A JP S626006 A JPS626006 A JP S626006A JP 14414485 A JP14414485 A JP 14414485A JP 14414485 A JP14414485 A JP 14414485A JP S626006 A JPS626006 A JP S626006A
Authority
JP
Japan
Prior art keywords
girder
bridge
work vehicle
work
traveling device
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
JP14414485A
Other languages
Japanese (ja)
Inventor
大嶋 晃
菅原 克己
金子 文哉
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.)
IHI Corp
Original Assignee
IHI 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 IHI Corp filed Critical IHI Corp
Priority to JP14414485A priority Critical patent/JPS626006A/en
Publication of JPS626006A publication Critical patent/JPS626006A/en
Pending legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、長大橋梁等の橋桁部分に吊下げて点検、保守
作業や塗装作業を行うi梁の補修用作業車及びその架設
方法に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to an I-beam repair work vehicle that is suspended from a bridge girder of a long bridge to perform inspection, maintenance work, and painting work, and a method for constructing the same. It is.

[従来の技術] 本州一四国連絡橋で知られる如く、最近の橋梁の大型化
、長大化に伴い、その塗装作業も作業量の増大、危険作
業の増大のため、大型の可動(移動式)作業車により安
全且つ短時間に行う必要が生じてきている。
[Prior Art] As bridges have recently become larger and longer, as is known from the Honshu-Shikoku Connecting Bridge, the amount of work and dangerous work involved has increased, so painting work on large, movable (mobile ) It has become necessary to use work vehicles more safely and in a shorter time.

ところが、従来の橋梁用の作業車としては小型の吊下げ
式点検車しかなく、大型化、長大化した橋梁には対応で
きなくなってきている。
However, the only conventional bridge work vehicles available are small hanging inspection vehicles, which are no longer able to handle larger and longer bridges.

[発明が解決しようとする問題点] 即ち、従来の作業車は小型であるから、クレ−ン等を用
いて@梁上′bXら橋桁下面へR下げるよう取付けるこ
とができたが、大型の作業車はこのような方法を採用す
ることができない。
[Problems to be solved by the invention] In other words, since the conventional work vehicle is small, it was possible to install it using a crane or the like to lower it from the top of the beam to the bottom surface of the bridge girder. Work vehicles cannot adopt this method.

一方、橋梁下方の海底或いは水底から足場を組んで大型
の作業車を架設することも考えられるが、橋桁下面部は
甚だしい高所となるため、膨大な費用と工期を要するし
、又船舶航行上の問題や台風時の安全対策等に難点、欠
点が多く、実現不可能であった。
On the other hand, it is conceivable to erect a large construction vehicle by constructing scaffolding from the seabed or under water below the bridge, but since the lower surface of the bridge girder is located at an extremely high place, it would require a huge amount of cost and construction time, and it would also be difficult for ships to navigate. There were many difficulties and shortcomings in safety measures during typhoons, etc., and it was impossible to realize.

本発明は斯かる難点、欠点を解消し、橋梁−Fから簡単
に架設し得る補修用作業車及びその架設方法を提供しよ
うとするものである。
The present invention aims to eliminate such difficulties and drawbacks and provide a repair work vehicle that can be easily erected from Bridge-F and a method for erecting the same.

[問題点を解決するための手段] 本発明は橋梁の橋桁部分の幅端部に走行装置を介し吊下
げて橋軸方向に移動させる側面用桁材と、該側面用桁材
の下端部に回動可能に取付けた下面用桁材とから成る左
右の作業車構成ユニットを備え、且つ前記両相材には夫
々作業用足場を具備していることを特徴とするものであ
る。
[Means for solving the problems] The present invention provides a side girder material that is suspended from the width end of a bridge girder portion of a bridge via a traveling device and moved in the bridge axis direction, and a The present invention is characterized in that it is provided with left and right working vehicle structural units each consisting of a rotatably attached lower surface beam member, and both of the supporting members are each provided with a working scaffold.

[作  用] 従って、左右の作業車構成ユニットを、両相材を垂直に
折畳んだ状態で橋梁側方部に吊おろし、次で下面用桁材
を水平状態に回動し、続いて両相材を水平方向に旋回し
て走行装置が橋桁部分の幅端部に係合するようにすると
共に下面用桁材の先端が橋桁部分の下面中央に位置する
ようにし、しかる後両ユニットの下面用桁材を連結する
ことにより、短時間にて作業車が架設される。
[Function] Therefore, the left and right work vehicle constituent units are suspended from the side of the bridge with both phase members folded vertically, the lower girder members are then rotated to a horizontal position, and then both sides are folded vertically. Rotate the companion material in the horizontal direction so that the traveling device engages the width end of the bridge girder section, and position the tip of the lower girder material at the center of the lower surface of the bridge girder section, and then move the lower surface of both units. By connecting the girders, the work vehicle can be erected in a short time.

「実 施 例」 以下、図面を参照して本発明の詳細な説明する。"Example" Hereinafter, the present invention will be described in detail with reference to the drawings.

第1図及び第2図において、1は上段を自動車道とし下
段を鉄道とした2段式橋梁、2は該橋梁1の下段の橋桁
であり、本発明の作業車は該橋桁2の両幅端部間に移動
可能に吊下げて使用するものである。
In FIGS. 1 and 2, 1 is a two-stage bridge with the upper stage being a motorway and the lower stage being a railway; 2 is the lower bridge girder of the bridge 1; It is used by being movably suspended between the ends.

本発明の作業車は、左右一対の作業車構成ユニット3L
、 3Rから構成され、各ユニット31.3Rは橋梁1
の側面部を点検、補修するための側面用桁材4と、橋桁
2の下面部を点検、補修するための下面用桁材5を有し
ている。。
The working vehicle of the present invention has a pair of left and right working vehicle constituent units 3L.
, consists of 3R, each unit 31.3R is bridge 1
It has a side girder material 4 for inspecting and repairing the side surface of the bridge girder 2, and a lower surface girder material 5 for inspecting and repairing the lower surface of the bridge girder 2. .

側面用桁材4は、°その下部内側位置に、橋桁2の幅端
部上の長手方向(I軸方向)に敷設されたガイドレール
6上を走行し得る走行装置7を備えている。又側面用桁
材4の上部は、走行時に橋梁1の左右に突出するハンガ
一部分8と干渉しないようシリンダ26の伸縮によって
外方へ傾動し得る平行リンク機溝になっている。更に側
面用桁材4の上下方向所要間隔位置には作業用の足場9
及び各足場9,9間を連絡する階段10等が設けられて
いる。
The side girder 4 is provided with a traveling device 7 at its lower inner position that can run on a guide rail 6 laid in the longitudinal direction (I-axis direction) on the width end of the bridge girder 2. Further, the upper part of the side girder 4 has a parallel link groove that can be tilted outward by the expansion and contraction of the cylinder 26 so as not to interfere with the hanger portions 8 that protrude left and right of the bridge 1 when the bridge 1 is running. Furthermore, scaffolding 9 for work is provided at a required interval in the vertical direction of the side girder 4.
A staircase 10 and the like connecting the scaffolds 9 and 9 are provided.

一方、下面用桁材5は側面用桁材4の下端に、側面用桁
材4に対して平行から直角の状態に至るようヒンジ11
によって回動可能に連結され、更に直角状態となった時
の上面部には足場15を形成する床板が敷設されている
。又前記ヒンジ11部には直角三角形状をした連結コラ
ム材12の頂角部が取付けられ、該コラム材12と夫々
の桁材4.5との間には、下面用桁材5を回動ざぜるた
めの油圧シリンダ13.14が設置されている。
On the other hand, the lower surface beam member 5 has a hinge 11 at the lower end of the side surface beam member 4 so that it is in a state from parallel to perpendicular to the side surface beam material 4.
A floor plate forming a scaffolding 15 is laid on the upper surface when the two are connected to each other so as to be rotatable. Further, the apex portion of a right-angled triangular connecting column member 12 is attached to the hinge 11, and between the column member 12 and each of the girder members 4.5, the lower surface girder member 5 is rotatable. Hydraulic cylinders 13,14 for stirring are installed.

第1図及び第2図において、16は本発明の作業車を架
設する際に用いる専用クレーンを示しており、この専用
クレーン16は、橋梁1の上段部を幅方向に跨ぐよう構
成された自走式の門型のガーダ17と、該ガーダ17上
に設けられたレール18上を沿動し得るフレーク本体1
9とから構成されている。又クレーン本体19は走行体
20と、該走行体20上に旋回可能に取付けられたL型
の旋回フレーム21と、該旋回フレーム21の上部に起
伏可能に設けた平行リンク式アーム22と、該アーム2
2の先端に備えた水平方向回転装置23と、該回転装@
23の下部に設けた桁材支持具24とから成っている。
1 and 2, reference numeral 16 indicates a dedicated crane used when constructing the work vehicle of the present invention. A sliding gate-shaped girder 17 and a flake body 1 that can move along a rail 18 provided on the girder 17.
It consists of 9. The crane main body 19 includes a traveling body 20, an L-shaped rotating frame 21 rotatably mounted on the traveling body 20, a parallel link arm 22 provided on the upper part of the rotating frame 21 so as to be able to rise and fall, and Arm 2
A horizontal rotation device 23 provided at the tip of 2, and the rotation device @
It consists of a girder support 24 provided at the lower part of the spar 23.

斯かる構成とした専用クレーン16を用いて作業車を架
設する場合、予め専用クレーン16を最寄りの格納場所
から自走させてきて設置位置へ定置させておく。次に、
第2図に示すようにトレーラ−25によって、桁材4,
5を平行に折畳んで反ヒンジ11側端部を゛連結してお
いた状態のユニット例えば3Lを専用クレーン16の側
方に運搬する。そうして、クレーン本体19の支持具2
4と桁材4の反ヒンジ11側端部を接続し、アーム22
を上方へ起立回動じて桁材4,5を垂直方向に吊上げる
。尚、27は吊上時の補助台車である。続いて旋回フレ
ーム21を旋回して桁材4,5をIa梁1の側方部上方
に位置させ、更にその位置でアーム22を下方へ回動し
て桁材4,5を橋梁1の側方に吊おろす。尚、クレーン
本体19の旋回、起伏(回動)は総て油圧或は電動方式
で行われる。
When erecting a work vehicle using the dedicated crane 16 configured as described above, the dedicated crane 16 is brought in advance from the nearest storage location and fixed at the installation position. next,
As shown in FIG. 2, the girder 4,
5 are folded in parallel and the ends on the opposite side of the hinge 11 are connected, and the unit, for example 3L, is transported to the side of the dedicated crane 16. Then, the support 2 of the crane main body 19
4 and the opposite end of the hinge 11 of the beam member 4, and connect the arm 22
The girders 4 and 5 are lifted up in the vertical direction by standing up and rotating the girders 4 and 5 upward. In addition, 27 is an auxiliary trolley at the time of lifting. Next, the swing frame 21 is rotated to position the girder members 4 and 5 above the side portion of the Ia beam 1, and at that position, the arm 22 is further rotated downward to move the girder members 4 and 5 to the side of the bridge 1. Hang it towards the side. Incidentally, the turning and raising and lowering (rotation) of the crane main body 19 are all performed by hydraulic or electric methods.

桁材4,5が橋梁1の側方におろされたら、折畳んでお
いた桁材4,5の連結を解除して桁材5を桁材4と直角
に、つまり桁材5を水平になるよう回動変位させる。こ
の桁材5の回動はシリンダ13.14を収縮させること
により行われる。
When the girder members 4 and 5 are lowered to the sides of the bridge 1, the folded girder members 4 and 5 are uncoupled and the girder members 5 are placed at right angles to the girder members 4, that is, the girder members 5 are placed horizontally. Rotate and displace it so that This rotation of the beam 5 is effected by contracting the cylinders 13,14.

しかる後クレーン本体19の回転装置23を駆動して桁
材4,5を桁材5が橋桁2の下面部に入りこむよう回転
させ、桁材5の先端を橋桁2の中央部に仮止めする。こ
の際、桁材4下部の走行装置7が橋桁2のガイドレール
6に乗るよう桁材4の上下位置も調整する。
Thereafter, the rotating device 23 of the crane body 19 is driven to rotate the girders 4 and 5 so that the girder 5 enters the lower surface of the bridge girder 2, and the tip of the girder 5 is temporarily fixed to the center of the bridge girder 2. At this time, the vertical position of the girder 4 is also adjusted so that the traveling device 7 below the girder 4 rides on the guide rail 6 of the bridge girder 2.

このようにしてユニット3Lの架設が済んだら、支持具
24と桁材4の接続を切離し、クレーン本体19を橋梁
1の幅方向反対側に移動し、前記と同様な手順にてユニ
ット3Rをユニット3[と対向するよう架設する。しか
る後対向す全桁材5,5を適宜連結し、仮止めを解除す
る。
After the unit 3L has been erected in this way, the support 24 and the girder 4 are disconnected, the crane main body 19 is moved to the opposite side in the width direction of the bridge 1, and the unit 3R is installed in the same manner as above. 3.Erect it so that it faces [. After that, all the opposing girder members 5, 5 are connected as appropriate, and the temporary fixing is released.

而して、架設されたユニット3L、 3Rからなる作業
車は、桁材4の足場9を利用して側面の点検、補修作業
が行われ、桁材5の足場15を利用して下面の点検、補
修作業が行われる。作業車の橋軸方向の移動は桁材4の
下部に設けた走行装@7によって行われる。又作業車が
橋梁1のハンガ一部分8を通過する時には、シリンダ2
6を収縮して桁材4の上部を外側方へ傾動させるように
する。
Therefore, the work vehicle consisting of the erected units 3L and 3R is inspected and repaired on the side using the scaffolding 9 of the girder 4, and the underside is inspected using the scaffolding 15 of the girder 5. , repair work will be carried out. Movement of the work vehicle in the bridge axis direction is performed by a traveling gear @7 provided at the bottom of the girder 4. Also, when the work vehicle passes through the hanger part 8 of the bridge 1, the cylinder 2
6 is contracted so that the upper part of the beam member 4 is tilted outward.

作業車を解体する場合には前記架設手順を逆に行えばよ
い。
When dismantling the work vehicle, the above-mentioned erection procedure may be reversed.

尚、前記実施例では、作業車の架設を専用のクレーン1
6を用いて行°つたが、通常のロープ式クレーンを用い
て行ってもよい。更に、前記実施例では一対のユニット
3L、 3Rから作業車を構成したが、第2図におい二
点鎖線で示すように橋軸方向に対を成す複数のユニット
(符号3で示す)を並列連結して作業スペースを広く形
成するようにしてもよい。
In the above embodiment, a dedicated crane 1 is used to erect the work vehicle.
6, but a normal rope crane may also be used. Further, in the above embodiment, the working vehicle was constructed from a pair of units 3L and 3R, but as shown by the two-dot chain line in FIG. Alternatively, the work space may be expanded.

尚又、本発明の実施例では特に図示していないが、走行
装置7のガイドレール6からの外れ止め機構や、休業時
の固定装置等を当然のことながら備えている。
Furthermore, although not particularly shown in the drawings, the embodiment of the present invention is naturally equipped with a mechanism for preventing the traveling device 7 from coming off the guide rail 6, a fixing device during holidays, and the like.

[発明の効果]。[Effect of the invention].

以上説明したように本発明によれば、橋梁下面と側面の
足場が同時にできる上、床板等の取付作業を予め組んで
あるため、海底或いは水底から大掛かりな架設用足場を
組上げることなく、大型化、長大化した橋梁に短時間で
架設することができると共に、作業の安全性を確保する
ことができる、等の優れた効果を奏し得る。
As explained above, according to the present invention, scaffolding can be constructed on the underside and side of the bridge at the same time, and the installation work for floorboards, etc. is pre-assembled, so there is no need to assemble large-scale construction scaffolding from the seabed or underwater bed. It can achieve excellent effects such as being able to construct a bridge that has become larger or longer in a short time, and ensuring work safety.

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

第1図は本発明の作業車の架設状態を示す概略正面図、
第2図は第1図の側面図でおる。 1は橋梁、2は橋桁、3L、 3Rは作業車構成ユニッ
ト、4は側面用桁材、5は下面用桁材、7は走行装置、
9は足場、11はヒンジ、13.14はシリンダ、15
は足場、16は専用クレーンを示す。
FIG. 1 is a schematic front view showing the construction state of the working vehicle of the present invention;
FIG. 2 is a side view of FIG. 1. 1 is the bridge, 2 is the bridge girder, 3L and 3R are the work vehicle component units, 4 is the side girder material, 5 is the bottom girder material, 7 is the traveling device,
9 is a scaffold, 11 is a hinge, 13.14 is a cylinder, 15
16 indicates a scaffold, and 16 indicates a dedicated crane.

Claims (1)

【特許請求の範囲】 1)橋梁の橋桁部分の幅端部に走行装置を介し吊下げて
橋軸方向に移動させる側面用桁材と、該側面用桁材の下
端部に回動可能に取付けた下面用桁材とから成る左右の
作業車構成ユニットを備え、且つ前記両桁材には夫々作
業用足場を具備していることを特徴とする橋梁の補修用
作業車。 2)橋梁の橋桁部分の幅端部に走行装置を介し吊下げて
橋軸方向に移動させる作業用足場を備えた側面用桁材と
、該側面用桁材の下端部に回動可能に取付けた作業用足
場を有する下面用桁材とから成る左右の作業車構成ユニ
ットを、前記両桁材を垂直に折畳んだ状態で橋梁側方部
に吊おろし、次で下面用桁材を水平状態に回動し、続い
て両桁材を水平方向に旋回して走行装置が橋桁部分の幅
端部に係合するようにすると共に下面用桁材の先端が橋
桁部分の下面中央に位置するようにし、しかる後両ユニ
ットの下面用桁材を連結することを特徴とする橋梁の補
修用作業車の架設方法。
[Scope of Claims] 1) A side girder material that is suspended from the width end of a bridge girder portion of a bridge via a traveling device and moved in the bridge axis direction, and is rotatably attached to the lower end of the side girder material. 1. A work vehicle for repairing a bridge, comprising left and right work vehicle constituent units comprising a lower surface girder material, and each of the girder materials is provided with a work scaffold. 2) A side girder equipped with a working scaffold that is suspended from the width end of the bridge girder part via a traveling device and moved in the bridge axis direction, and rotatably attached to the lower end of the side girder. The left and right work vehicle component units, each consisting of a bottom girder with a working scaffold, are hung from the side of the bridge with both girders folded vertically, and then the bottom girder is folded horizontally. Then, both girders are turned horizontally so that the traveling device engages the width end of the bridge girder and the tip of the lower girder is positioned at the center of the lower surface of the bridge girder. A method for constructing a work vehicle for repairing a bridge, characterized in that the lower girder members of both units are connected after that.
JP14414485A 1985-07-01 1985-07-01 Working vehicle for repairing bridge and its construction Pending JPS626006A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14414485A JPS626006A (en) 1985-07-01 1985-07-01 Working vehicle for repairing bridge and its construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14414485A JPS626006A (en) 1985-07-01 1985-07-01 Working vehicle for repairing bridge and its construction

Publications (1)

Publication Number Publication Date
JPS626006A true JPS626006A (en) 1987-01-13

Family

ID=15355244

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14414485A Pending JPS626006A (en) 1985-07-01 1985-07-01 Working vehicle for repairing bridge and its construction

Country Status (1)

Country Link
JP (1) JPS626006A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016529424A (en) * 2013-08-06 2016-09-23 ファスト ビーム オーワイ scaffold
US10626548B2 (en) 2012-08-31 2020-04-21 Toray Industries, Inc. Base body for artificial leather
US10662658B2 (en) 2014-08-06 2020-05-26 Fast Beam Oy Scaffold for supporting a working platform for bridges

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10626548B2 (en) 2012-08-31 2020-04-21 Toray Industries, Inc. Base body for artificial leather
JP2016529424A (en) * 2013-08-06 2016-09-23 ファスト ビーム オーワイ scaffold
US10662658B2 (en) 2014-08-06 2020-05-26 Fast Beam Oy Scaffold for supporting a working platform for bridges

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