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JPS626058A - How to construct a work vehicle for repairing bridges, etc. - Google Patents

How to construct a work vehicle for repairing bridges, etc.

Info

Publication number
JPS626058A
JPS626058A JP14414285A JP14414285A JPS626058A JP S626058 A JPS626058 A JP S626058A JP 14414285 A JP14414285 A JP 14414285A JP 14414285 A JP14414285 A JP 14414285A JP S626058 A JPS626058 A JP S626058A
Authority
JP
Japan
Prior art keywords
bridge
work vehicle
main girder
girder
bridges
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
JP14414285A
Other languages
Japanese (ja)
Inventor
守 杉崎
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
Ishikawajima Harima Heavy Industries 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 Ishikawajima Harima Heavy Industries Co Ltd filed Critical Ishikawajima Harima Heavy Industries Co Ltd
Priority to JP14414285A priority Critical patent/JPS626058A/en
Publication of JPS626058A publication Critical patent/JPS626058A/en
Pending legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Movable Scaffolding (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、吊m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 long bridges, suspended bridges, etc., which is mainly suspended from the underside of bridge girders for inspection, maintenance work, and painting work. This relates to the construction method.

[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 conventional work vehicles are small, they can be hung from the top of a bridge to the underside of a bridge girder using a crane, etc., but large work vehicles cannot be mounted in this way. method cannot be adopted.

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、fa梁上から簡単
に架設し得る補修用作業車の架設方法を提供しようとす
るものでおる。
The present invention aims to eliminate such difficulties and drawbacks and to provide a method for constructing a repair work vehicle that can be easily constructed from above the fa beam.

[問題点を解決するための手段] 本発明の架設方法は、折畳み式の主桁材を備えた左右分
割構造の作業車構成ユニットを橋梁等の橋桁部分の幅端
部に吊下げ支持せしめ、該両ユニットの前記主桁材を展
長して橋桁部分の下面部で連結し、更に主桁材上に床板
を配設するものである。
[Means for Solving the Problems] The construction method of the present invention suspends and supports a work vehicle component unit with a left-right split structure equipped with a foldable main girder member at the width end of a bridge girder portion of a bridge, etc. The main girder members of both units are extended and connected at the lower surface of the bridge girder portion, and a floor plate is further disposed on the main girder member.

[作  用] 従って、海底或いは水底から大掛かりな足場を組むこと
なく、短時間にしかも安全に作業車が架設される。
[Function] Therefore, the work vehicle can be erected safely in a short time without erecting a large-scale scaffold from the seabed or under water.

[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m梁の一例として、上
段を自動車道とし下段を鉄道とした2段式橋梁を示して
いる。2は該@梁1の下段の橋桁であり、本発明では、
該橋桁2の両幅端部に吊下げるよう作業車を架設するも
のである。
In FIGS. 1 and 2, reference numeral 1 shows an example of a two-tiered bridge, with the upper tier serving as an automobile road and the lower tier serving as a railway. 2 is the lower bridge girder of the beam 1, and in the present invention,
A work vehicle is installed so as to be suspended from both width ends of the bridge girder 2.

作業車は第2図に示すように、対を成す左右の作業車構
成ユニット3L、 3Rから構成されている。ユニット
3L、3Rt、l:@桁2の幅端部上の長手方向(橋軸
方向)に敷設されたガイドレール4を走行し得るよう所
要間隔を隔てて配置した走行部5を有し、該走行部5は
正面から見て(第1図)逆り字状をした走行フレーム6
の上部内側に取付けられている。又走行フレーム6の下
部には主桁材保持ケーシング7が固設され、該保持ケー
シング7内の前後位置には、水平方向に2段に折畳み可
能としだ主桁材8が展長・格納可能に取付けられている
。尚、主桁材8は展長した時に橋桁2の下面部中央まで
位置するような長さとしである。第1図中、9はユニッ
ト31、3Rを橋桁2に吊下げた際に走行フレーム6を
m梁1の垂直材10に仮止めするための仮止め具、11
は架設時に走行フレーム6の位置を規制するストッパで
ある。
As shown in FIG. 2, the working vehicle is composed of a pair of left and right working vehicle constituent units 3L and 3R. Units 3L, 3Rt, l: @Have running sections 5 arranged at required intervals so as to run on guide rails 4 laid in the longitudinal direction (bridge axis direction) on the width end of the girder 2. The running section 5 has a running frame 6 which is inverted when viewed from the front (Fig. 1).
It is installed inside the upper part of the. Further, a main girder material holding casing 7 is fixedly installed at the lower part of the traveling frame 6, and at the front and rear positions within the holding casing 7, a main girder material 8 that can be folded horizontally into two stages can be extended and stored. installed on. The length of the main girder member 8 is such that it is located at the center of the lower surface of the bridge girder 2 when expanded. In FIG. 1, reference numeral 9 denotes a temporary fixing tool 11 for temporarily fixing the traveling frame 6 to the vertical member 10 of the m-beam 1 when the units 31 and 3R are suspended from the bridge girder 2.
is a stopper that regulates the position of the traveling frame 6 during construction.

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上において、主桁材8を保持ケーシン
グ7内に格納しておいたユニット例えば3[をクレーン
(図では、クレーンワイヤ12で示す)で吊り、橋桁2
幅端部のガイドレール4上に走行部5が乗るようにセッ
トして、仮止め具9によりユニット3[の位置を固定す
る。
First, on the bridge 1, a unit, for example, 3, in which the main girder material 8 is stored in the holding casing 7, is lifted by a crane (indicated by crane wire 12 in the figure), and the bridge girder 2 is lifted.
The traveling part 5 is set so as to ride on the guide rail 4 at the width end, and the position of the unit 3 is fixed with a temporary fixing tool 9.

次に、格納しておいた前後の主桁材8を夫々橋桁2の下
面部中央位置まで展長する。この主桁材8の展長手段と
しては、橋桁2に移動可能に設けておいたホイストによ
り引出したり、反対側のユニットにウィンチを設置して
引込んだり、或いは油圧シリンダにより押出したりする
方式を採用し得る。
Next, the stored front and rear main girder members 8 are each extended to the center position of the lower surface of the bridge girder 2. The main girder material 8 can be extended by pulling it out using a hoist movably installed on the bridge girder 2, pulling it in by installing a winch on the unit on the opposite side, or pushing it out using a hydraulic cylinder. Can be adopted.

一方、反対側のユニット3Rも、同様な工程を行って主
桁材8を展長させた状態とする。
On the other hand, the unit 3R on the opposite side also performs the same process to make the main girder material 8 in an extended state.

このようにして、両ユニット31.3Rの主桁材8.8
を橋桁2の下面部中央で突合せたら、両者を適宜連結し
、更に前後の主桁材8,8間に連結ビーム13を取付け
た後、床板14を配設して作業スペースを形成する。而
して、仮止め具9及びストッパ11を取外すことにより
、作業車はガイドレール4,4に沿って移動することが
できる。
In this way, the main girder 8.8 of both units 31.3R
After abutting at the center of the lower surface of the bridge girder 2, they are connected as appropriate, and a connecting beam 13 is installed between the front and rear main girder members 8, 8, and a floor plate 14 is arranged to form a work space. By removing the temporary fasteners 9 and the stoppers 11, the working vehicle can move along the guide rails 4, 4.

第3図はユニット3L、3Rの他の実施例であり、主桁
材8を多関節で蛇腹式に展長・格納するようにしたもの
である。斯かる構成としたユニット3L、 31?を用
いても、前記の場合と同様に作業が行われる。
FIG. 3 shows another embodiment of the units 3L and 3R, in which the main girder 8 is articulated and extends and retracts in a bellows style. Unit 3L with such a configuration, 31? Even if you use

尚、本発明は前記実施例にのみ限定されるものではなく
、本発明の要旨を逸脱しない限り種々変更を加え得るこ
とは勿論である。
It should be noted that the present invention is not limited to the above embodiments, and it goes without saying that various changes can be made without departing from the gist of the present invention.

[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(、大型化、長大化し
た橋梁等に短時間で安全に架設することができる、と言
う優れた効果を奏し得る。
[Effects of the Invention] As explained above, according to the present invention, it is possible to safely erect large and long bridges, etc. in a short time without having to construct large-scale scaffolding from the seabed or the bottom of the water. It can produce excellent effects.

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

第1図は本発明の架設方法により作業車を架設している
状態を示す正面図、第2図は第1図の■−■矢視図、第
3図は作業車構成ユニットの他の例を示す平面図である
。 1は橋梁、2は橋桁、3L、 3Rは作業車構成ユニッ
ト、5は走行部、6は走行フレーム、7は保持ケーシン
グ、8は主桁材、14は床板を示す。
Fig. 1 is a front view showing a state in which a work vehicle is being erected by the erection method of the present invention, Fig. 2 is a view taken along the ■-■ arrow in Fig. 1, and Fig. 3 is another example of a work vehicle configuration unit. FIG. 1 is a bridge, 2 is a bridge girder, 3L and 3R are working vehicle constituent units, 5 is a running section, 6 is a running frame, 7 is a holding casing, 8 is a main girder material, and 14 is a floor plate.

Claims (1)

【特許請求の範囲】[Claims] 1)折畳み式の主桁材を備えた左右分割構造の作業車構
成ユニットを橋梁等の橋桁部分の幅端部に吊下げ支持せ
しめ、該両ユニットの前記主桁材を展長して橋桁部分の
下面部で連結し、更に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。
1) A work vehicle component unit with a left-right split structure equipped with a foldable main girder material is suspended and supported at the width end of a bridge girder section of a bridge, etc., and the main girder materials of both units are expanded to form a bridge girder section. A method for constructing a work vehicle for repairing bridges, etc., characterized by connecting the lower surfaces of the bridges and further arranging floor plates on the main girder members.
JP14414285A 1985-07-01 1985-07-01 How to construct a work vehicle for repairing bridges, etc. Pending JPS626058A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14414285A JPS626058A (en) 1985-07-01 1985-07-01 How to construct a work vehicle for repairing bridges, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14414285A JPS626058A (en) 1985-07-01 1985-07-01 How to construct a work vehicle for repairing bridges, etc.

Publications (1)

Publication Number Publication Date
JPS626058A true JPS626058A (en) 1987-01-13

Family

ID=15355200

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14414285A Pending JPS626058A (en) 1985-07-01 1985-07-01 How to construct a work vehicle for repairing bridges, etc.

Country Status (1)

Country Link
JP (1) JPS626058A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10396059B2 (en) 2007-07-24 2019-08-27 Micron Technology, Inc. Microelectronic die packages with metal leads, including metal leads for stacked die packages, and associated systems and methods

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10396059B2 (en) 2007-07-24 2019-08-27 Micron Technology, Inc. Microelectronic die packages with metal leads, including metal leads for stacked die packages, and associated systems and methods

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