JPS61169507A - Under support type construction working vehicle - Google Patents

Under support type construction working vehicle

Info

Publication number
JPS61169507A
JPS61169507A JP976185A JP976185A JPS61169507A JP S61169507 A JPS61169507 A JP S61169507A JP 976185 A JP976185 A JP 976185A JP 976185 A JP976185 A JP 976185A JP S61169507 A JPS61169507 A JP S61169507A
Authority
JP
Japan
Prior art keywords
girder
working vehicle
work vehicle
cross beam
existing
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
Application number
JP976185A
Other languages
Japanese (ja)
Other versions
JPH0515845B2 (en
Inventor
荒船 啓作
隆 石川
板井 栄次
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.)
Sumitomo Construction Co Ltd
Original Assignee
Sumitomo Construction 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 Sumitomo Construction Co Ltd filed Critical Sumitomo Construction Co Ltd
Priority to JP976185A priority Critical patent/JPS61169507A/en
Publication of JPS61169507A publication Critical patent/JPS61169507A/en
Publication of JPH0515845B2 publication Critical patent/JPH0515845B2/ja
Granted 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〉 この発明は、カンチレバー架設される橋梁全てに適用可
能であり、特に斜張橋、石−チ橋に適した下支え式架設
作業車に関するものである0〈従来技術とその問題点〉 架設作業車としては、橋桁の上面に移動自在の主体トラ
スを設け、型枠・足場を主体トラス先端の吊、材で吊る
形式のいわゆるフオルバウワーゲンがある。
[Detailed Description of the Invention] <Industrial Application Field> The present invention is applicable to all cantilever-erected bridges, and particularly relates to an under-supported construction vehicle suitable for cable-stayed bridges and stone-tied bridges. 0〈Prior art and its problems〉 As an erection work vehicle, there is a so-called forbauwagen, which has a movable main truss on the top of the bridge girder, and suspends the formwork and scaffolding from the tip of the main truss using timbers. be.

このような架設作業車の場合、その構造上、装置が大き
なものとなって重量が増し、さらに、橋桁上部の空間が
占有されるため、斜張橋等のように吊材が配置される構
造には不利であり、作業性が悪い。
In the case of such an erection work vehicle, the equipment is large and heavy due to its structure, and the space above the bridge girder is occupied, so it is not possible to use a structure such as a cable-stayed bridge where hanging materials are placed. It is disadvantageous and has poor workability.

この発明は、このような事情に鑑みて提案されたもので
、その目的は斜張橋などに適用可能な下支え式架設作業
車を提供することにある。
The present invention has been proposed in view of the above circumstances, and its purpose is to provide an under-support type construction work vehicle that can be applied to cable-stayed bridges and the like.

〈問題点を解決するための手段〉 この発明ζこ係る下支え式架設作業車は構築されるべき
橋桁の下方に橋桁架設方向に沿設され、前端部に型枠・
足場が載架されるガーダ−と、既設桁を下方から抱き込
む形状で既設桁に垂設され、下部で前記ガーダ−を支持
するとともに既設桁に吊材により着脱自在とされた横梁
と、この横梁の上部に取付けられ作業車全体を走行させ
る走行装置と、 作業車全体を昇降させる昇降装置と、 前記ガーダ−の後部に設けられ作業車の反力を既設桁下
面へ伝達する反力受は装置とからなり、 横梁とガーダ−により型枠・足場を直接既設桁へ支持さ
せ、さらに、反力受は装置により既設桁の下面側に反力
を取り、片持ち形式で施工するようにしたものである。
<Means for Solving the Problems> The under-support type construction work vehicle according to the present invention is installed below the bridge girder to be constructed along the bridge girder construction direction, and has a formwork and a front end.
A girder on which the scaffold is mounted, a cross beam that is suspended from the existing girder in a shape that embraces the existing girder from below, supports the girder at the lower part, and is detachable from the existing girder using hanging materials; A traveling device that is attached to the upper part of the cross beam and moves the entire working vehicle, a lifting device that raises and lowers the entire working vehicle, and a reaction force receiver that is installed at the rear of the girder and transmits the reaction force of the working vehicle to the lower surface of the existing girder. The formwork and scaffolding were supported directly to the existing girder by cross beams and girders, and the reaction force receiver was installed in a cantilevered manner by taking the reaction force to the lower side of the existing girder using a device. It is something.

〈実施例〉 以下この発明を図示する一実施例に基づいて訃朋する。<Example> An explanation will be given below based on an embodiment illustrating the present invention.

第1図、第2図に示すように、橋桁Gの下方に、橋桁幅
方向に一対のガーダ−1が橋桁架設方向に向かって沿設
され、その前端部に先端から足場2、型枠3が載架され
ている。
As shown in FIGS. 1 and 2, a pair of girders 1 are installed below the bridge girder G in the bridge girder width direction toward the bridge girder construction direction. is on the shelf.

この一対のガーダ−1,1は、横梁4により略中央部で
支持され互いに斜材16により連結されている。
The pair of girders 1, 1 are supported substantially at the center by a cross beam 4 and connected to each other by a diagonal member 16.

横梁4は、二つ上方横梁5、二つの吊梁6、下方横梁7
を剛結して既設桁Gl゛を下から抱き込むような口形状
とされ、既設桁G1に垂設されつつ下方横梁7によりガ
ーダ−1を支持している。
The cross beam 4 consists of two upper cross beams 5, two hanging beams 6, and a lower cross beam 7.
The girder 1 is rigidly connected to the girder 1 so as to embrace the existing girder Gl from below, and supports the girder 1 by the lower cross beam 7 while being vertically installed on the existing girder G1.

さらに、こあ横梁4は、斜めの吊材8により既設桁G1
に着脱自在に固定され、緊張用ジヤツキ9により緊結さ
れる。
Furthermore, the existing girder G1
It is removably fixed to and tightened by tensioning jacks 9.

上方横梁5の下面には走行装置1oが取付けられ作業車
全体を走行させる。この走行装置10は、走行レール1
0aを転動する一対の車輪10t)と、これを駆動する
駆動装置iocからなる。
A traveling device 1o is attached to the lower surface of the upper cross beam 5 to cause the entire working vehicle to travel. This traveling device 10 includes a traveling rail 1
It consists of a pair of wheels 10t that roll on wheels 0a and a drive device ioc that drives them.

さらに、上方横梁5の下面には昇降装置としての昇降用
ジヤツキ1)が取付けられ、作業車全体を昇降させるこ
とにより型枠3の脱型およびセットが行なえるようにさ
れている。
Further, a lifting jack 1) as a lifting device is attached to the lower surface of the upper cross beam 5, so that the mold 3 can be removed and set by lifting and lowering the entire working vehicle.

また、ガーダ−1の後端部における上面には、作業車の
反力を既設桁下面へ伝達する反力受は装置12が設けら
れている。この反力受は装置12は、ゴム製の車輪12
aと反力受は用ジヤツキ12bからなり、前者が移動時
、後者が打設時に使用される。
Further, a reaction force receiving device 12 is provided on the upper surface of the rear end of the girder 1 for transmitting the reaction force of the working vehicle to the lower surface of the existing girder. This reaction force receiving device 12 is made of rubber wheels 12.
a and the reaction force receiver are comprised of a jack 12b, the former being used during movement and the latter during pouring.

以上のような構成の下支え式架設作業車において次のよ
うな架設作業を行なう。(第3図ないし第6図参照) 1)  G2部のコンクリート打設後、緊張用ジヤツキ
9により吊材8をゆるめ抜き取る。この時、昇降用ジヤ
ツキ1)および反力受は用ジヤツキ12bはジヤツキア
ップしており、車輪10b、12aは浮いた状態である
The following construction work is carried out using the under-support type construction work vehicle configured as described above. (See Figures 3 to 6) 1) After pouring the concrete in G2, loosen the hanging material 8 using the tensioning jack 9 and remove it. At this time, the lifting jack 1) and the reaction jack 12b are jacked up, and the wheels 10b and 12a are in a floating state.

(1))  この状態から走行レール1oaを所定の位
置まで前進させて固定した後、ジヤツキ1)゜12bを
ジヤツキダウンし、これにより型枠3を脱型し、車輪1
0b、12aで作業車を支持させる。
(1)) After advancing the running rail 1oa from this state to a predetermined position and fixing it, the jacks 1)゜12b are jacked down, thereby removing the formwork 3 and removing the wheels 1.
The work vehicle is supported by 0b and 12a.

01))走行装置1oにより作業車を所定の位置まで前
進させた後、ジヤツキ1),121)をジヤツキアップ
して作業車を上昇させ、型枠3を所定の位置にセットす
る。
01)) After the work vehicle is advanced to a predetermined position by the traveling device 1o, the jacks 1) and 121) are jacked up to raise the work vehicle, and the formwork 3 is set at a predetermined position.

(1ψ 斜めの吊材8を差し込み、緊張用ジヤツキ9に
より緊張させて作業車を既設桁に固定させる。ここで、
吊材は上方横梁5、桁の側壁、下方横梁7を貫通してお
り、横梁5と7が緊結される。
(1ψ Insert the diagonal hanging material 8 and tighten it with the tensioning jack 9 to fix the work vehicle to the existing girder. Here,
The hanging material passes through the upper cross beam 5, the side wall of the girder, and the lower cross beam 7, and the cross beams 5 and 7 are tightly connected.

このような状態からコンクリートを打設し、順次(1)
〜Ov)を繰り返すことにより橋梁が架設される。
Concrete is poured from this state, and then (1)
~Ov) A bridge is constructed by repeating steps.

なお、このような架設作業車は、簡単な改造を施すこと
により、中央連結工用の支保工に容易に使用できる。
Incidentally, such an erection work vehicle can be easily used as a support for central connection work by making simple modifications.

〈発明の効果〉 この発明に係る下支え式架設作業車は、以上のような構
成からなるので、次のような効果を奏する。
<Effects of the Invention> Since the under-support type construction work vehicle according to the present invention has the above-described configuration, it has the following effects.

(1)橋桁上面に空間があるため、斜張橋等のように吊
材が配置される構造においても経済的に有利となり、ま
た作業性が良い。
(1) Since there is a space on the upper surface of the bridge girder, it is economically advantageous even in structures where suspension members are arranged, such as cable-stayed bridges, and has good workability.

(1))構造を比較的簡単な構成とすることができると
ともに重量を軽くすることができる。
(1)) The structure can be relatively simple and the weight can be reduced.

01))型枠、足場を一体とすることができる。01)) Formwork and scaffolding can be integrated.

M  中央連結1用の支保工に容易に改造できる。M Can be easily modified to support for central connection 1.

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

第1図、第2図はこの発明に係る下支え式架設作業車を
示す側面図、横断面図、第6図、第4図、第5図、第6
図は同様の作業車による架設作業を施工順に示した概略
図であり、(A)は側面図、(B)は横断面図である。 1・・ガーダ−12・・足場、3・・型枠、4・・横梁
、5・・上方横梁、6・・吊梁、7・・下方横梁、8・
・吊材、9・・緊張用ジヤツキ、10・・走行装置、1
0a・・走行レール、10b・・車輪、IOC・・駆動
装置、1)・・昇降用ジヤツキ、12・・反力受は装置
、12a・・車輪、12b・・反力受は用ジヤツキ、1
3・・斜材。
1 and 2 are a side view, a cross-sectional view, a side view, a cross-sectional view, and a side view, a cross-sectional view, and a side view and a cross-sectional view, respectively, of an under-supported construction vehicle according to the present invention.
The figures are schematic diagrams showing construction work using a similar work vehicle in the order of construction, with (A) being a side view and (B) being a cross-sectional view. 1. Girder 12. Scaffolding, 3. Formwork, 4. Cross beam, 5. Upper cross beam, 6. Hanging beam, 7. Lower cross beam, 8.
・Hanging material, 9.・Tensioning jack, 10.・Travel device, 1
0a...Traveling rail, 10b...Wheels, IOC...Drive device, 1)...Elevating jack, 12...Reaction force receiver is device, 12a...Wheel, 12b...Reaction force receiver is jack, 1
3. Diagonal material.

Claims (1)

【特許請求の範囲】[Claims] (1)構築されるべき橋桁の下方に橋桁架設方向に沿設
され、前端部に型枠・足場が載荷されるガーダーと、 既設桁を下方から抱き込む形状で既設桁に 垂設され、下部で前記ガーダーを支持するとともに既設
桁に吊材により着脱自在とされた横梁と、 この横梁の上部に取付けられ作業車全体を 走行させる走行装置と、 作業車全体を昇降させる昇降装置と、 前記ガーダーの後部に設けられ作業車の反 力を既設桁下面へ伝達する反力受け装置とからなること
を特徴とする下支え式架設作業車。
(1) A girder is installed below the bridge girder to be constructed in the direction of bridge girder construction, and the formwork and scaffolding are loaded on the front end.The girder is installed vertically on the existing girder in a shape that embraces the existing girder from below, and the lower part a cross beam that supports the girder and is detachable from the existing girder by means of hanging materials; a traveling device that is attached to the top of the cross beam and moves the entire working vehicle; a lifting device that raises and lowers the entire working vehicle; and the girder. An under-support type construction work vehicle characterized by comprising a reaction force receiving device installed at the rear of the work vehicle and transmitting the reaction force of the work vehicle to the lower surface of an existing girder.
JP976185A 1985-01-22 1985-01-22 Under support type construction working vehicle Granted JPS61169507A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP976185A JPS61169507A (en) 1985-01-22 1985-01-22 Under support type construction working vehicle

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP976185A JPS61169507A (en) 1985-01-22 1985-01-22 Under support type construction working vehicle

Publications (2)

Publication Number Publication Date
JPS61169507A true JPS61169507A (en) 1986-07-31
JPH0515845B2 JPH0515845B2 (en) 1993-03-02

Family

ID=11729258

Family Applications (1)

Application Number Title Priority Date Filing Date
JP976185A Granted JPS61169507A (en) 1985-01-22 1985-01-22 Under support type construction working vehicle

Country Status (1)

Country Link
JP (1) JPS61169507A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107988909A (en) * 2017-07-28 2018-05-04 中铁二十四局集团有限公司 A kind of railway convenient beam fast transportation erection trailer

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107988909A (en) * 2017-07-28 2018-05-04 中铁二十四局集团有限公司 A kind of railway convenient beam fast transportation erection trailer
CN107988909B (en) * 2017-07-28 2019-12-10 中铁二十四局集团有限公司 Railway is just roof beam rapid transit erects and uses trailer

Also Published As

Publication number Publication date
JPH0515845B2 (en) 1993-03-02

Similar Documents

Publication Publication Date Title
US11634877B2 (en) Method for removal of temporary support system for road bridge pre-fabricated small box girder-type concealed bent cap, and equipment therefor
JP5056608B2 (en) Retraction removal method and retraction device for mobile work vehicle for cantilever installation
CN107201719B (en) Viaduct anti-collision wall template hoisting transfer machine and anti-collision wall construction method
JPS59501465A (en) Split casting equipment for prestressed concrete bridges using cantilever construction method
JP3177904B2 (en) Mobile work vehicle for PC cable-stayed bridge
JP3804883B2 (en) Concrete high structure construction apparatus and concrete oblique column construction method
JP3110985B2 (en) Construction method of column capital of overhang girder bridge
EP1111135A2 (en) Method of building viaducts
JPS61169507A (en) Under support type construction working vehicle
JP2000087315A (en) Method and device for construction of floor slab
JP2000087314A (en) Method and device for construction of floor slab
JPS60258311A (en) Construction of high structure
JPS6340609Y2 (en)
JPH05195513A (en) Lining work car for arch bridge
JPH07102524A (en) Method for building concrete cable-stayed bridge and form supporting truck using the same
JPS5845522B2 (en) How to build a bridge
JPH0216406B2 (en)
JPH0373689B2 (en)
JPH11158817A (en) Balancing erection construction for bridge at height and transferable slinging lifting device therefor
JP3605660B2 (en) Precast block erection equipment
JP2565573Y2 (en) Volberwagen reaction force support device
SU863753A1 (en) Method of erecting the split span structures of overpass
JPH10237824A (en) Method for replacing overhead bridge
JPS60192011A (en) Moving type mold frame construction method of slab of high bridge
JPS621910A (en) Working vehicle for repairing bridge and its construction