JPS63201204A - Method for withdrawal of construction working vehicle in oblique tensioned bridge - Google Patents

Method for withdrawal of construction working vehicle in oblique tensioned bridge

Info

Publication number
JPS63201204A
JPS63201204A JP3511687A JP3511687A JPS63201204A JP S63201204 A JPS63201204 A JP S63201204A JP 3511687 A JP3511687 A JP 3511687A JP 3511687 A JP3511687 A JP 3511687A JP S63201204 A JPS63201204 A JP S63201204A
Authority
JP
Japan
Prior art keywords
cross beam
bridge
bridge girder
construction
work vehicle
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
JP3511687A
Other languages
Japanese (ja)
Inventor
正和 鈴木
錦 英樹
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 JP3511687A priority Critical patent/JPS63201204A/en
Publication of JPS63201204A publication Critical patent/JPS63201204A/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〕 この発明は斜張橋において橋桁の長さ方向に型枠を順次
移動して橋桁を延長施工する架設作業車の撤収方法に関
する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a method for removing an erection vehicle for extending a bridge girder in a cable-stayed bridge by sequentially moving formwork in the length direction of the bridge girder.

〔従来技術〕[Prior art]

斜張橋の施工に際しては、まず橋塔を起立し、この橋塔
から架設作業車を発進する。架設作業車は型枠を有して
おり、架設作業車の進行に供い型枠を移動して橋桁を順
次構築して延長していくものである。橋桁は橋塔から中
方向左右に各々張設した斜材によって支えるものである
When constructing a cable-stayed bridge, first the bridge tower is erected, and the construction work vehicle is launched from the bridge tower. The construction vehicle has a formwork, and as the construction vehicle advances, the formwork is moved to sequentially construct and extend the bridge girders. The bridge girders are supported by diagonal members strung from the bridge towers to the left and right in the middle direction.

〔この発明が解決すべき問題点〕[Problems to be solved by this invention]

このような架設作業車は通常の場合、橋桁の終点である
陸上まで至ったとき解体するのであるが、第1図に示す
ような二本の橋塔の中間位置にて左右の橋塔から進行し
てきた架設作業車を解体するのは困難であるとともに危
険を供う作業である。すなわち橋桁の長さ方向中間位置
は陸上ではなく架設作業車の解体は容昌ではないし、直
下に家屋、道路等がある場合、架設作業車の部品を落下
したりすれば大事故となることがある。
Normally, construction vehicles like this are dismantled when they reach the end of the bridge girder on land, but as shown in Fig. Dismantling the construction vehicles that have been constructed is a difficult and dangerous task. In other words, the intermediate position in the longitudinal direction of the bridge girder is located on land, so it is not safe to dismantle the construction vehicle, and if there are houses, roads, etc. directly below, a major accident could occur if parts of the construction vehicle were to fall. be.

このような困難や危険を避けるために架設作業車を橋桁
まで後退させた上で解体を行うことも考えられるが、既
に橋桁を斜材によって吊り下げているため、この斜材が
支障となって架設作業車を後退できないという問題があ
る。
In order to avoid such difficulties and dangers, it is conceivable to move the construction work vehicle back to the bridge girder before dismantling it, but since the bridge girder is already suspended by the diagonal members, this diagonal material may become an obstacle. There is a problem in that the construction work vehicle cannot be backed up.

〔問題点を解決するための手段〕[Means for solving problems]

この発明にがかる斜張橋における架設作業車の解体撤収
方法は、横梁を分離して斜材を避けて架設作業車を橋等
まで後退するものである。
The method for disassembling and removing an erection vehicle for a cable-stayed bridge according to the present invention is to separate the cross beams and retreat the erection vehicle to the bridge, avoiding the diagonal members.

架設作業車は橋桁の上面に敷設されたレール上を走行可
能に支持された横梁と、横梁両端から橋桁工法に吊設さ
れた作業台を有する。
The construction vehicle has a cross beam supported so as to be able to run on rails laid on the top surface of the bridge girder, and a work platform suspended from both ends of the cross beam to the bridge girder construction method.

横梁の斜材と対応する左右端部に脱着可能な連結部を設
ける。この連結部を外して横梁中央と横梁部と横梁両端
部を離脱する。
Detachable connecting parts are provided at the left and right ends corresponding to the diagonal members of the cross beam. Remove this connection and separate the center of the cross beam, the cross beam part, and both ends of the cross beam.

横梁中央部は上記橋桁上のレールを走行して後退する。The central part of the cross beam runs on the rails on the bridge girder and retreats.

横梁両端部は橋桁上にまで張出る脚部によって支え、こ
の脚部が橋桁中方向両端部に敷設したレール上を走行可
能とする。このレール上を走行して横梁両端部を作業台
とともに橋塔まで後退させる。
Both ends of the cross beam are supported by legs extending above the bridge girder, allowing the legs to run on rails laid at both ends in the middle direction of the bridge girder. It runs on this rail and retreats both ends of the crossbeam along with the work platform to the bridge tower.

〔実 施 例〕〔Example〕

以下、図に示す一実施例に基づきこの発明の詳細な説明
する。
Hereinafter, the present invention will be described in detail based on an embodiment shown in the drawings.

図においてAは架設作業車であって橋桁1上面に長さ方
向に連続してレール2が複数本敷設されている。このレ
ール2上に車輪3を介して架設作業車Aが走行可能とな
っている。架設作業車A上部には橋桁1の巾方向に平行
に二本の横梁4.4が支持されており、この横梁4.4
には下梁5,5が吊下げられて、この下梁5゜5によっ
て型枠6が支持されている。
In the figure, A is an erection work vehicle, and a plurality of rails 2 are laid continuously in the length direction on the upper surface of a bridge girder 1. An erection work vehicle A can run on this rail 2 via wheels 3. Two cross beams 4.4 are supported on the top of the construction vehicle A in parallel to the width direction of the bridge girder 1.
Lower beams 5,5 are suspended from the lower beams 5.5, and the formwork 6 is supported by these lower beams 5.5.

横梁4,4の両端部からは垂下材7.7が吊下げられ、
この垂下材7.7に作業台8が吊設されている。
Hanging members 7.7 are suspended from both ends of the cross beams 4, 4,
A workbench 8 is suspended from this hanging member 7.7.

横梁4,4の両端部には斜材9,9に対応する着脱可能
な連結部10.10が設けられている。実施例では第3
図に示すように向き合わせて固定板11.11を取付け
、この固定板11.11間に着脱可能にピース20を介
在させる。
At both ends of the cross beams 4, 4, detachable coupling parts 10, 10 corresponding to the diagonals 9, 9 are provided. In the example, the third
As shown in the figure, fixing plates 11.11 are attached facing each other, and a piece 20 is removably interposed between the fixing plates 11.11.

この固定板11.11とピース20を貫通するPC鋼棒
12によって連結されている。
This fixed plate 11.11 is connected to the PC steel rod 12 passing through the piece 20.

以上のような架設作業車Aを後退するには、まず橋桁1
の中方向左右両端部にレール13゜13を敷設する。横
梁4.4の両端部から下方に向かって脚部15.15を
取付け、脚部15.15下端の車輪16.16によって
レール13.13上を走行可能にする。
To back up the construction vehicle A as described above, first move the bridge girder 1.
Rails 13°13 are laid at both left and right ends in the middle direction. Legs 15.15 are attached downward from both ends of the cross beam 4.4, and wheels 16.16 at the lower end of the legs 15.15 enable it to run on the rails 13.13.

この状態でPC鋼棒12を抜き去ってピース20を外す
とともに横梁4.4中央部と両端部を切り離す。横梁4
,4の中央部は型枠6を外した後、レール2に沿って橋
塔17まで後退する。横梁4.4の両端部は作業台8と
ともにレール13.13に沿って橋塔17まで後退する
In this state, the PC steel bar 12 is removed and the piece 20 is removed, and the center portion and both ends of the cross beam 4.4 are separated. Cross beam 4
, 4 retreats along the rail 2 to the bridge tower 17 after removing the formwork 6. Both ends of the cross beam 4.4 are retreated together with the work platform 8 along the rail 13.13 to the bridge tower 17.

以上のように架設作業車Aは斜材9.9と対応する横梁
4.4の両端部の連結部10.10を切り離すとともに
、ピース20を取外したスペース分によって後退時に斜
材9,9が支障とならない。
As described above, the construction vehicle A separates the connecting parts 10.10 at both ends of the cross beam 4.4 corresponding to the diagonal members 9.9, and uses the space created by removing the piece 20 to allow the diagonal members 9, 9 to move when reversing. It will not be a hindrance.

この発明は以上のような構成を有するが、その他第7図
に示すように横梁4.4の両端部下方に垂下材7,7か
ら橋桁1方向に張出し材18.18を設けてこの張出し
材18.18に脚部15.15を取付けてもよい。この
脚部15.15をレール13.13上を走行させて横梁
4,4両端部を後退させる。
This invention has the above-mentioned configuration, but as shown in FIG. Legs 15.15 may be attached to 18.18. The legs 15.15 are run on the rails 13.13, causing both ends of the cross beams 4, 4 to retreat.

〔発明の効果〕〔Effect of the invention〕

この発明は以上のような構成を有し、横梁両端部の斜材
に対応する連結部を切り離して、横梁中央部と横梁両端
を斜材を避けるようにして別個に後退するため、架設作
業車を容易に後退し、橋塔にて安全に解体することがで
きる。
This invention has the above-mentioned configuration, and in order to separate the connecting parts corresponding to the diagonal members at both ends of the cross beam and retreat the central part of the cross beam and both ends of the cross beam separately while avoiding the diagonal members, the construction work vehicle can be easily retreated and safely dismantled at the bridge tower.

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

第1図は斜張橋の施工状態の正面図、第2図は架設作業
車の断面図であって右半分は第5図のI[a−Ila線
断面図、左半分は第5図のnb−nb線断面図、第3図
は連結部の側面図、第施例の断面図である。 A・・架設作業車、1・・橋桁、2・・レール、3・・
車輪1.4・・横梁、5・・下梁、6・・型枠、7・・
垂下材、8・・作業台、9・・斜材、10・・連結部、
11・・固定板、12・・pc鋼棒、13・・レール、
15・・脚部、16・・車輪、17・・橋塔、18・・
張出し材、20・・ピース。
Figure 1 is a front view of the cable-stayed bridge in its construction state, and Figure 2 is a sectional view of the construction work vehicle. A cross-sectional view taken along the line nb-nb, FIG. 3 is a side view of the connecting portion, and a cross-sectional view of the first embodiment. A...Erection work vehicle, 1...Bridge girder, 2...Rail, 3...
Wheels 1.4...Horizontal beam, 5...Lower beam, 6...Formwork, 7...
Hanging material, 8...Workbench, 9...Diagonal material, 10...Connection part,
11... Fixed plate, 12... PC steel bar, 13... Rail,
15... Legs, 16... Wheels, 17... Bridge tower, 18...
Overhang material, 20 pieces.

Claims (1)

【特許請求の範囲】[Claims]  斜張橋の橋桁の長さ方向に型枠を移動して橋桁を順次
延長施工する架設作業車において、架設作業車は橋桁の
上面に敷設されたレール上を走行可能に支持された横梁
と、横梁両端から橋桁下方に吊設された作業台を有して
おり、上記横梁の斜材と対応する両端部に脱着可能な連
結部を設け、この連結部を外して横梁中央部と横梁両端
部を離脱し、横梁中央部は上記橋桁上のレールを走行し
て後退させ、横梁両端部は橋桁上にまで張出る脚部によ
って支えるとともに橋桁巾方向両端部に敷設したレール
上を走行可能とし、横梁両端部を作業台とともに橋塔ま
で後退させることを特徴とする斜張橋における架設作業
車の撤収方法。
In an erection work vehicle that sequentially extends the bridge girder by moving the formwork in the length direction of the bridge girder of a cable-stayed bridge, the construction work vehicle has a cross beam supported so as to be able to run on a rail laid on the top surface of the bridge girder, It has a work platform suspended below the bridge girder from both ends of the cross beam, and detachable connecting parts are provided at both ends corresponding to the diagonal members of the cross beam, and by removing these connecting parts, the central part of the cross beam and both ends of the cross beam can be connected. The central part of the cross beam is moved backward by running on the rails on the bridge girder, and both ends of the cross beam are supported by legs that extend over the bridge girder, and can run on rails laid at both ends in the width direction of the bridge girder. A method for removing an erection work vehicle from a cable-stayed bridge, characterized by retreating both ends of the cross beam together with the work platform to the bridge tower.
JP3511687A 1987-02-18 1987-02-18 Method for withdrawal of construction working vehicle in oblique tensioned bridge Pending JPS63201204A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3511687A JPS63201204A (en) 1987-02-18 1987-02-18 Method for withdrawal of construction working vehicle in oblique tensioned bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3511687A JPS63201204A (en) 1987-02-18 1987-02-18 Method for withdrawal of construction working vehicle in oblique tensioned bridge

Publications (1)

Publication Number Publication Date
JPS63201204A true JPS63201204A (en) 1988-08-19

Family

ID=12432957

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3511687A Pending JPS63201204A (en) 1987-02-18 1987-02-18 Method for withdrawal of construction working vehicle in oblique tensioned bridge

Country Status (1)

Country Link
JP (1) JPS63201204A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019031781A (en) * 2017-08-04 2019-02-28 大成建設株式会社 Removal method of cantilevered overhang work vehicle

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63125712A (en) * 1986-11-14 1988-05-28 鹿島建設株式会社 Wagen removal method in expelling construction method

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63125712A (en) * 1986-11-14 1988-05-28 鹿島建設株式会社 Wagen removal method in expelling construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019031781A (en) * 2017-08-04 2019-02-28 大成建設株式会社 Removal method of cantilevered overhang work vehicle

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