JPS621911A - Working vehicle for repairing bridge and its construction - Google Patents

Working vehicle for repairing bridge and its construction

Info

Publication number
JPS621911A
JPS621911A JP13972885A JP13972885A JPS621911A JP S621911 A JPS621911 A JP S621911A JP 13972885 A JP13972885 A JP 13972885A JP 13972885 A JP13972885 A JP 13972885A JP S621911 A JPS621911 A JP S621911A
Authority
JP
Japan
Prior art keywords
main girder
bridge
slide case
width end
girder
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
JP13972885A
Other languages
Japanese (ja)
Inventor
永冨 伸男
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 JP13972885A priority Critical patent/JPS621911A/en
Publication of JPS621911A publication Critical patent/JPS621911A/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m梁、吊橋等の主として橋桁部分の下面
に吊下げて点検、保守作業や塗装作業を行う橋梁等の補
修用作業車及びぞの架設方法に関するものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a repair work vehicle for bridges, etc., which is suspended from the underside of bridge girder parts, mainly for long m-beams, suspension bridges, etc., for inspection, maintenance work, and painting work. This relates to the method of constructing the bridge.

「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か生してきている。
``Conventional technology'' 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 in painting them has increased, so large movable (mobile) ) There is an increasing need to use work vehicles to do this safely and in a short time.

ところが、従来の橋梁用の下面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, conventional underside work vehicles for bridges are limited to small hanging inspection vehicles, and these vehicles 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、クレーン等を用
いて橋梁上から橋桁下面へ吊下げるよう取(q1プるこ
とかできたが、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 conventional work vehicles are small, it was possible to use a crane or the like to suspend them from the top of the bridge to the bottom of the bridge girder (q1), but for large-scale work Cars cannot use 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T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同点、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 using scaffolding from the seabed or water bottom below the bridge, but since the lower surface of the bridge girder is extremely high, it would require a huge amount of cost and time, and it would also be difficult for ships to navigate. The above problems and the safety measures during typhoons were the same, and there were many shortcomings, making it impossible to implement.

本発明は斯かる同点、欠点を解消し、橋梁上から簡単に
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 solve the above problems and provide a repair work vehicle that can be easily erected from a bridge and a method for erecting the same.

[問題点を解決するための手段] 本発明では、橋梁等の橋桁部分の一方の幅端部に移動可
能に吊下げ支持せしめる一方の走行フレームと、該一方
の走行フレームの下部に回動可能に取付けたスライドケ
ースと、該スライドケースにスライド可能に挿通せしめ
た主桁材と、該主桁材の一端に回動可能に取(=jけて
主桁材を水平状態でスライド移動さゼた後に橋桁部分の
他方の幅端部に移動可能に吊下げ支持せしめる他方の走
行フレームとから成る作業車構成ユニツ1へを備え、且
つ前記主桁材上に配設する床板を有する構成としている
[Means for Solving the Problems] In the present invention, one running frame is movably suspended and supported at one width end of a bridge girder portion of a bridge, etc., and a rotating frame is provided at the bottom of the one running frame. A slide case attached to the slide case, a main girder material slidably inserted into the slide case, and a main girder material rotatably attached to one end of the main girder material (=j) and the other traveling frame which is movably suspended and supported by the other width end of the bridge girder part after the construction of the work vehicle, and has a floor plate disposed on the main girder material. .

[作  用] 主桁材を垂直に固定した状態で一方の走行フレームが橋
桁部分の一方の幅端部に係合するよう吊下げ、次にスラ
イドケースを回動することにより主桁材を水平状態に変
位させてスライドケースの位置を固定し、続いて主桁材
を他方の走行フレームが橋桁部分の他方の幅端部に近接
するようスライド移動さゼ、更に他方の走行フレームを
垂直に回動して橋桁部分の他方の幅端に吊下げ支持せし
め、しかる後主桁材上に床板を配設することにより、短
時間にて作業車が架設される。
[Operation] With the main girder material fixed vertically, one of the running frames is suspended so as to engage one width end of the bridge girder section, and then the main girder material is horizontally moved by rotating the slide case. Then, the main girder member is slid so that the other running frame approaches the other width end of the bridge girder part, and the other running frame is then vertically rotated. The work vehicle can be erected in a short time by moving the bridge girder and suspending it from the other width end of the bridge girder, and then placing the floorboard on the main girder.

[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図乃至第3図において、1は@梁の一例として、上
段を自動車通とし下段を鉄道とした2段式橋梁を示して
いる。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 to 3, reference numeral 1 indicates, as an example of a beam, a two-stage bridge with an upper stage for automobiles and a lower stage for railways. Reference numeral 2 designates a lower bridge girder of the bridge 1, and the work vehicle of the present invention is movably suspended between both width ends of the bridge girder 2 for use.

本発明の作業車は、第2図及び第3図に示すように、橋
梁1の長手方向(橋軸方向)の前後に配置する作業車構
成ユニットU1.U2から主に構成されている。
As shown in FIGS. 2 and 3, the working vehicle of the present invention includes working vehicle constituent units U1. It is mainly composed of U2.

各ユニットU1.U2は、橋桁2の幅端部上の長手方向
に敷設されたガイドレール3上を走行し得る走行部4を
有し、該走行部4は正面から見て(第1図)逆り字状を
した左右の走行フレーム5,6の上部内側に取(q(プ
られている。又一方の走行フレーム5の下端部外側位置
には、主桁材7をスライド可能に挿通せしめたスライド
ケース8がヒンジ9に回動可能に連結され、且つ走行フ
レーム5の下端部内側位置には、スライドケース8を水
平に回動変位させた際に、スライドケース8に固着した
ブラケット10と対応してピンを差込み得るようにした
ブラケット11が固設されている。更に前記他方の走行
フレニム6は、主桁材7の先端に対し同軸方向から直角
方向に回動変位し得るようトルクアクチュエータ12を
介し枢着されていると共、に走行フレーム6と主桁材7
の先端部には、走行フレームロが主桁(J7に対し直角
に変位した際に、ピンの差込みによりその位置を固定し
1ワるようブラケッlへ13.14を対応的に股(プて
いる。又、橋桁2には、水平状態とした主桁材7をスラ
イド移動させるためのボイス1〜15及び該ホイスト1
5用の小イストレール16を備えている。尚17は走行
フレーム5を橋桁2に吊下げた際に走行フレーム5を@
梁1の垂直(A18に仮1Fめでるための仮止め貝、1
9は主桁(′A7を垂直方向に位首決めするためのクラ
ンプ環である。
Each unit U1. U2 has a running section 4 that can run on a guide rail 3 laid in the longitudinal direction on the width end of the bridge girder 2, and the running section 4 has an inverted letter shape when viewed from the front (Fig. 1). The left and right running frames 5 and 6 are fitted with a slide case 8 installed at the outer side of the lower end of the left and right running frames 5 and 6. is rotatably connected to the hinge 9, and a pin is provided at the inside position of the lower end of the traveling frame 5 in correspondence with the bracket 10 fixed to the slide case 8 when the slide case 8 is horizontally rotationally displaced. A bracket 11 is fixedly installed into which a bracket 11 can be inserted.Furthermore, the other traveling frenum 6 is pivoted via a torque actuator 12 so that it can be rotated from the same axis to the right angle direction with respect to the tip of the main beam member 7. The traveling frame 6 and the main girder 7 are
At the tip of the frame, 13 and 14 are attached to the bracket in a corresponding manner so that when the traveling frame is displaced at right angles to the main girder (J7), its position is fixed by inserting a pin. In addition, the bridge girder 2 includes voices 1 to 15 and the hoist 1 for sliding the main girder member 7 in a horizontal state.
It is equipped with a small ist rail 16 for 5. In addition, 17 indicates that when the traveling frame 5 is suspended from the bridge girder 2, the traveling frame 5 is @
Perpendicular to beam 1 (Temporary fastening shell for temporarily attaching 1F to A18, 1
9 is a clamp ring for vertically positioning the main girder ('A7).

次に、具体的な架設手順を説明する。Next, the concrete construction procedure will be explained.

先ず、予め橋梁1において、各ユニツ1〜U1゜U2共
走行フレーム5と主桁材7とをクランプ具19にて連結
しておく。この主桁材7の位置は、第1図において二点
鎖線で示すように、走行フレーム6側の方がスライドケ
ース8に対してその反対側より短くなるようにしておく
。このようにしたユニット例えばUlを前記主桁′+j
U’ 7が垂直となるようクレーン(図ではクレーンワ
イヤ20で示す)で吊り、橋桁2の一方の幅端部のが乗
るようにセラ1−シて、仮止め具17によりユニットU
1の位置を固定する。
First, in the bridge 1, each of the units 1 to U1 and U2 co-traveling frames 5 and the main girder member 7 are connected in advance using clamps 19. The main beam member 7 is positioned so that the side on the traveling frame 6 side is shorter than the opposite side with respect to the slide case 8, as shown by the two-dot chain line in FIG. A unit constructed in this way, for example,
Suspend the unit U with a crane (indicated by crane wire 20 in the figure) so that U' 7 is vertical, and place the unit U so that one width end of the bridge girder 2 rests on it.
Fix position 1.

次で、クランプ環19を解除し、主桁材7に接続してあ
いたクレーンワイヤ20を、張った状態から徐々に弛め
て行くことにより、スライドケース8の回動を介し主桁
材7を垂直状態から水平状態へと自重バランスによって
変位させる。
Next, by releasing the clamp ring 19 and gradually loosening the crane wire 20 connected to the main girder 7 from the tensioned state, the main girder 7 is loosened through the rotation of the slide case 8. Displace it from a vertical state to a horizontal state by its own weight balance.

この時、スライドケース8のブラケッ1へ10と走行フ
レーム5のブラケット11の位置が対応するので、両者
にピンを差込んでスライドケース8の位置を固定する。
At this time, since the positions of the bracket 10 of the slide case 8 and the bracket 11 of the traveling frame 5 correspond, the position of the slide case 8 is fixed by inserting a pin into both.

続いて主桁材7の適宜個所を橋桁?下面部のホイスト1
5に接続し、ホイスト15をホイストレール16に沿っ
て移動させることにより、主桁材7を橋桁2の他方の幅
端部側へスライド移動させ、先端の走行フレーム6が橋
桁2の幅端部よりやや突出させるようにする。
Next, install appropriate parts of the main girder material 7 into bridge girders. Lower hoist 1
5, and by moving the hoist 15 along the hoist rail 16, the main girder material 7 is slid to the other width end side of the bridge girder 2, and the running frame 6 at the tip is connected to the width end side of the bridge girder 2. Make it stick out a little more.

更に1へルクアクチュエータ12を駆動して、走行フレ
ーム6を主桁材7に対し上方で直角に位置するよう回動
せしめる。この際、走行フレーム6のブラケッ1〜13
と主桁材7のブラケット14の位置が一致するのでピン
を差込み、両者の位置を固定する。而して、第1図の一
点鎖線で示すように、走行フレーム6の走行部4が橋桁
2の他方の幅橋部上のレール3に乗り、ユニットU1仝
体が橋桁2の下面部に吊下げられた状態となる。
Further, the 1-herc actuator 12 is driven to rotate the traveling frame 6 so that it is located above the main girder 7 at a right angle. At this time, the brackets 1 to 13 of the traveling frame 6
Since the positions of the brackets 14 of the main girder member 7 match, a pin is inserted to fix the positions of both. As shown by the dashed line in FIG. It will be in a lowered state.

更に、ユニットU1と同様な工程を行って、@梁1の長
手方向に所定間隔を隔てた位置にユニッ1〜U2を架設
する。
Furthermore, the same steps as for unit U1 are performed to construct units 1 to U2 at positions separated by a predetermined interval in the longitudinal direction of @beam 1.

このようにして両ユニットU1.U2を橋桁2の下面部
に吊下げたら、ユニットU1.U2の走行フレーム5,
5間及び6,6間や主桁材7,7間に連結ビーム21.
22等を設け、更に主桁材7゜7上に床板23を配設し
て作業スペースを形成する(第2図及び第3図参照)。
In this way both units U1. After hanging U2 from the lower surface of the bridge girder 2, unit U1. U2 running frame 5,
Connecting beams 21.
22, etc., and furthermore, a floor plate 23 is placed on the main girder 7.7 to form a work space (see FIGS. 2 and 3).

而して仮止め具17を外すことにより、作業車はガイド
レール3゜3に沿って移動することができる。
By removing the temporary fastener 17, the work vehicle can move along the guide rail 3.3.

作業車を解体する場合には、前記した架設手順を逆に行
えばよい。
When dismantling the work vehicle, the above-described erection procedure may be performed in reverse.

尚、前記実施例では2つのユニツ1〜U1とU2とを連
結した場合を例示したが、1つのユニッlへU 1又は
U2だ(プで橋梁1“の長手方向に所要の長さ寸法(必
要とする作業スペースが形成される長さ)を有していれ
ば、2つのユニットU1.U2を設ける必要はない。
Incidentally, in the above embodiment, the case where two units 1 to U1 and U2 are connected is illustrated, but one unit is connected to U1 or U2. It is not necessary to provide two units U1 and U2 if the length is long enough to form the required working space.

[発明の効果] 以上説明したように本発明によれば、海底或いは水底か
ら大掛かりな足場を組むことなく、大型化、長大化した
橋梁等に短時間で架設することができるので、安価であ
り、又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。
[Effects of the Invention] As explained above, according to the present invention, large and long bridges, etc. can be erected in a short time without erecting large-scale scaffolding from the seabed or the bottom of the water, so it is inexpensive. Also, excellent effects such as ensuring work safety can be achieved.

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

第1図は本発明の作業車の架設手順を示ず概略正面図、
第2図は架設された作業車の概略平面図、第3図は第2
図の側面図である。 1は橋梁、2.は橋桁、4は走行部、5,6は走行フレ
ーム、7は主桁材、8はスライドケース、15はホイス
ト、Ul、U2は作業車構成ユニツー 10 = トを示す。
FIG. 1 is a schematic front view without showing the construction procedure of the working vehicle of the present invention;
Figure 2 is a schematic plan view of the constructed work vehicle, and Figure 3 is a schematic plan view of the constructed work vehicle.
FIG. 1 is a bridge, 2. 1 is a bridge girder, 4 is a running part, 5 and 6 are running frames, 7 is a main girder member, 8 is a slide case, 15 is a hoist, Ul and U2 are unit parts of a working vehicle.

Claims (1)

【特許請求の範囲】 1)橋梁等の橋桁部分の一方の幅端部に移動可能に吊下
げ支持せしめる一方の走行フレームと、該一方の走行フ
レームの下部に回動可能に取付けたスライドケースと、
該スライドケースにスライド可能に挿通せしめた主桁材
と、該主桁材の一端に回動可能に取付けて主桁材を水平
状態でスライド移動させた後に橋桁部分の他方の幅端部
に移動可能に吊下げ支持せしめる他方の走行フレームと
から成る作業車構成ユニットを備え、且つ前記主桁材上
に配設する床板を有することを特徴とする橋梁等の補修
用作業車。 2)橋梁等の橋桁部分の一方の幅端部に移動可能に吊下
げ支持せしめる一方の走行フレームと、該一方の走行フ
レームの下部に回動可能に取付けたスライドケースと、
該スライドケースにスライド可能に挿通せしめた主桁材
と、該主桁材の一端に回動可能に取付けて主桁材を水平
状態でスライド移動させた後に橋桁部分の他方の幅端部
に移動可能に吊下げ支持せしめる他方の走行フレームと
から成る作業車構成ユニットを、前記主桁材を垂直に固
定した状態で前記一方の走行フレームが橋桁部分の一方
の幅端部に係合するよう吊下げ、次に前記スライドケー
スを回動することにより主桁材を水平状態に変位させて
スライドケースの位置を固定し、続いて前記主桁材を他
方の走行フレームが橋桁部分の他方の幅端部に近接する
ようスライド移動させ、更に該他方の走行フレームを垂
直に回動して橋桁部分の他方の幅端部に吊下げ支持せし
め、しかる後前記主桁材上に床板を配設することを特徴
とする橋梁等の補修用作業車の架設方法。
[Scope of Claims] 1) One running frame movably suspended and supported from one width end of a bridge girder part of a bridge, etc., and a slide case rotatably attached to the lower part of the one running frame. ,
The main girder material is slidably inserted into the slide case, and the main girder material is rotatably attached to one end of the main girder material, and after the main girder material is slid in a horizontal state, it is moved to the other width end of the bridge girder part. 1. A working vehicle for repairing bridges, etc., comprising a working vehicle component unit consisting of the other traveling frame that can be suspended and supported, and a floor plate disposed on the main girder. 2) one running frame movably suspended and supported by one width end of a bridge girder part of a bridge, etc.; and a slide case rotatably attached to the lower part of the one running frame;
The main girder material is slidably inserted into the slide case, and the main girder material is rotatably attached to one end of the main girder material, and after the main girder material is slid in a horizontal state, it is moved to the other width end of the bridge girder part. A work vehicle component unit consisting of the other traveling frame that can be suspended and supported is suspended such that the one traveling frame engages with one width end of the bridge girder part with the main girder member fixed vertically. Then, by rotating the slide case, the main girder material is displaced to a horizontal state and the position of the slide case is fixed, and then the main girder material is moved so that the other traveling frame moves to the other width end of the bridge girder section. the other traveling frame is vertically rotated to suspend and support it from the other width end of the bridge girder part, and then the floor plate is placed on the main girder member. A method for constructing a work vehicle for repairing bridges, etc., characterized by:
JP13972885A 1985-06-26 1985-06-26 Working vehicle for repairing bridge and its construction Pending JPS621911A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13972885A JPS621911A (en) 1985-06-26 1985-06-26 Working vehicle for repairing bridge and its construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13972885A JPS621911A (en) 1985-06-26 1985-06-26 Working vehicle for repairing bridge and its construction

Publications (1)

Publication Number Publication Date
JPS621911A true JPS621911A (en) 1987-01-07

Family

ID=15252003

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13972885A Pending JPS621911A (en) 1985-06-26 1985-06-26 Working vehicle for repairing bridge and its construction

Country Status (1)

Country Link
JP (1) JPS621911A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007069280A (en) * 2005-09-05 2007-03-22 Disco Abrasive Syst Ltd Cutting device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007069280A (en) * 2005-09-05 2007-03-22 Disco Abrasive Syst Ltd Cutting device

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