JPH07247702A - Pullback construction method for removal and disassembly of bridge - Google Patents
Pullback construction method for removal and disassembly of bridgeInfo
- Publication number
- JPH07247702A JPH07247702A JP4244494A JP4244494A JPH07247702A JP H07247702 A JPH07247702 A JP H07247702A JP 4244494 A JP4244494 A JP 4244494A JP 4244494 A JP4244494 A JP 4244494A JP H07247702 A JPH07247702 A JP H07247702A
- Authority
- JP
- Japan
- Prior art keywords
- bridge
- adjacent
- dismantling
- lifting
- existing leg
- 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.)
- Withdrawn
Links
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は都市高架橋などの橋梁の
撤去・解体時の引戻し工法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pullback method for removing or dismantling a bridge such as an urban viaduct.
【0002】[0002]
【従来の技術】従来橋梁の撤去は、河川上であればフロ
ーチングクレーン等により一括撤去する方法が知られて
いるが、都市高架橋の場合は、例えば図5に示すように
既設脚2上の橋梁1は作業の安全性から解体前の橋梁1
を支える既設脚2の中間に新たにベント等の支持材12
を複数個設置し、しかる後橋梁1の継手11等を外し、
橋梁1を複数個に分割して解体機器設備6により解体撤
去していた。2. Description of the Related Art Conventionally, it has been known to remove bridges all at once by using a floating crane or the like on rivers, but in the case of urban viaducts, for example, on existing legs 2 as shown in FIG. Bridge 1 is the bridge 1 before dismantling due to work safety
A support member 12 such as a vent is newly provided in the middle of the existing leg 2 for supporting the
Install a plurality of, then remove the joints 11 etc. of the bridge 1,
The bridge 1 was divided into multiple pieces and dismantled and removed by the dismantling equipment facility 6.
【0003】[0003]
【発明が解決しようとする課題】しかしながら従来の都
市高架橋の撤去法では、コンクリート床版橋の場合で
は、まずコンクリートのはつり撤去があり、橋梁下空間
にはつり粉じん等の落下物の防御手段を施す必要があ
り、このはつり粉じん等の落下物を完全に防御すること
は難しく、又橋梁下空間の交通規制や公害対策等により
工期遅延を来すのみならず地盤面も悪影響を受ける等の
問題点があった。However, in the conventional method of removing an urban viaduct, in the case of a concrete slab bridge, first, the concrete is removed by scraping, and the space under the bridge is provided with a means for protecting fallen objects such as suspended dust. However, it is difficult to completely protect fallen objects such as dust and dust, and there is a problem that the construction period will be delayed and the ground surface will be adversely affected due to traffic restrictions and pollution measures under the bridge. was there.
【0004】本発明はかかる問題点に対処するため開発
されたものであって鉄筋コンクリート床版と一体に橋梁
を引き戻し既設の橋梁上で解体を可能とすることを目的
とする。The present invention was developed to address such problems, and it is an object of the present invention to pull back a bridge integrally with a reinforced concrete floor slab and enable dismantling on an existing bridge.
【0005】[0005]
【課題を解決するための手段】上記の目的を達成するた
めの本発明の構成を実施例に対応する図1を用いて説明
すると本発明は既設脚2上の橋梁1を扛上兼水平移動装
置3を介して既設脚2上に扛上分離する第1工程と、こ
の既設脚2上に扛上分離された橋梁を扛上兼水平移動装
置3を介して隣接する橋梁1又は道路上に移動させる第
2工程と、この隣接する橋梁1又は道路上に移動された
橋梁1をその移動場所で解体機器設備6を介して解体す
る第3工程とからなることを特徴とする。The structure of the present invention for achieving the above object will be described with reference to FIG. 1 corresponding to an embodiment. In the present invention, the bridge 1 on an existing leg 2 is lifted and horizontally moved. The first step of lifting and separating on the existing leg 2 via the device 3 and the bridge separated and lifted on the existing leg 2 to the adjacent bridge 1 or road via the lifting and horizontal moving device 3. It is characterized by comprising a second step of moving and a third step of dismantling the adjacent bridge 1 or the bridge 1 moved on the road at the moving place via the dismantling equipment facility 6.
【0006】[0006]
【作用】そして本発明は上記の手段により既設脚上の橋
梁は鉄筋コンクリート床版と一体に既設脚上に扛上さ
れ、次いで隣接する橋梁又は道路上に移動されて、その
路面上で解体することができるため橋梁下空間に対し解
体機器設備が不要となると共に環境安全対策が必要最低
限となって工期短縮が図られ連続撤去作業が可能とな
る。According to the present invention, the bridge on the existing leg is lifted up on the existing leg integrally with the reinforced concrete floor slab by the above means, then moved to the adjacent bridge or road, and dismantled on the road surface. Therefore, dismantling equipment is not required for the space under the bridge, and environmental safety measures are minimized to shorten the construction period, enabling continuous removal work.
【0007】[0007]
【実施例】以下本発明の一実施例を図1に基づいて説明
すると図1(イ)に示すように橋梁1を支持する既設脚
2上にジャッキ等からなる扛上兼水平移動装置3を設置
し、該扛上兼水平移動装置3により図1(ロ)に示すよ
うに橋梁1を既設脚2上に扛上させ、次いで該扛上兼水
平移動装置3と、隣接の橋梁4上に設けた桁上すべり装
置5とを介して扛上された橋梁1を図1(ハ)に示すよ
うに隣接の橋梁4上に移動させる。なお、この際扛上さ
れた橋梁1の後端には新たな橋梁1aを連結するとき橋
梁1の撤去と同時に新たな橋梁1aを架設することがで
きる。そして隣接の橋梁4上に移動された橋梁1は図1
(ニ)に示すように隣接の橋梁4上で解体重機等の解体
機器設備6を介して解体される。DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIG. 1. As shown in FIG. 1 (a), a lifting / horizontal moving device 3 including a jack or the like is mounted on an existing leg 2 for supporting a bridge 1. The bridge 1 is installed on the existing leg 2 by the lifting / horizontal moving device 3 as shown in FIG. 1 (b), and then on the lifting / horizontal moving device 3 and the adjacent bridge 4. The bridge 1 lifted through the provided glide slide device 5 is moved to the adjacent bridge 4 as shown in FIG. At this time, when a new bridge 1a is connected to the rear end of the elevated bridge 1, a new bridge 1a can be installed simultaneously with the removal of the bridge 1. And the bridge 1 moved to the adjacent bridge 4 is shown in FIG.
As shown in (d), it is dismantled on the adjacent bridge 4 through the dismantling equipment 6 such as a weight dismantling machine.
【0008】上述の工程において撤去橋梁1を隣接の橋
梁4上に移動させるとき撤去橋梁1の片持張出部が大き
い場合は図2に示すように隣接の橋梁4上に支持ケーブ
ル7を有する先端吊上げ装置8を取り付けるか或いは図
3に示すように撤去橋梁1の後端に手延機装置9を取り
付ける。又図4に示すような曲線桁の場合は、既設脚2
に橋軸垂直方向移動制御装置10を設置する。When the cantilever overhanging portion of the removed bridge 1 is large when the removed bridge 1 is moved to the adjacent bridge 4 in the above process, the supporting cable 7 is provided on the adjacent bridge 4 as shown in FIG. The tip lifting device 8 is attached, or as shown in FIG. 3, the hand stretcher device 9 is attached to the rear end of the removed bridge 1. In the case of a curved girder as shown in Fig. 4, the existing leg 2
The bridge axis vertical direction movement control device 10 is installed in the.
【0009】なお図示のものは撤去橋梁は隣接の橋梁上
に移動させる場合を示したが隣接の橋梁がなく直ちに道
路の場合は道路上に移動させることは勿論である。Although the illustrated one shows the case where the removed bridge is moved to the adjacent bridge, it is needless to say that the bridge is moved to the road immediately when there is no adjacent bridge.
【0010】[0010]
【発明の効果】このように本発明によるときは既設脚上
に支持された橋梁を既設橋上に扛上させて、これを隣接
の橋梁上に移動させ隣接の橋梁上で撤去される橋梁を解
体するものであるから解体時の落下物が橋梁の下空間に
落下することもなく安全であると共に橋梁の下空間に解
体設備を設ける必要がないので交通遮断を必要とするこ
となく短期間で作業が行われ、又橋梁が連続してある場
合は解体撤去作業が連続して実施できる等の効果を有す
る。As described above, according to the present invention, the bridge supported on the existing leg is lifted on the existing bridge, and the bridge is moved to the adjacent bridge to be dismantled on the adjacent bridge. It is safe because no falling objects fall into the space under the bridge when dismantled, and there is no need to install dismantling equipment in the space under the bridge, so work can be done in a short period of time without the need to block traffic. If the bridge is continuous, dismantling and removal work can be carried out continuously.
【図1】本発明の一実施例を示すもので(イ)は扛上兼
水平移動装置の設置状態を示す説明図、(ロ)は橋梁の
扛上状態を示す説明図(ハ)は橋梁の移動状態を示す説
明図、(ニ)は橋梁の解体状態を示す説明図である。FIG. 1 shows an embodiment of the present invention, (a) is an explanatory view showing an installation state of a lifting and horizontal moving device, (b) is an explanatory view showing a lifting state of a bridge (c) is a bridge And (d) are explanatory views showing a dismantled state of the bridge.
【図2】橋梁の他の移動状態を示す説明図である。FIG. 2 is an explanatory diagram showing another moving state of the bridge.
【図3】橋梁の更に他の移動状態を示す説明図である。FIG. 3 is an explanatory diagram showing still another movement state of the bridge.
【図4】曲線橋の概略図である。FIG. 4 is a schematic view of a curved bridge.
【図5】従来例を示す概略図である。FIG. 5 is a schematic view showing a conventional example.
1 橋梁 2 既設脚 3 扛上兼水平移動装置 4 隣接橋梁 6 解体機器設備 1 Bridge 2 Existing leg 3 Lifting and horizontal moving device 4 Adjacent bridge 6 Dismantling equipment facility
Claims (1)
を介して既設脚上に扛上分離する第1工程と、この既設
脚上に扛上分離された橋梁を扛上兼水平移動装置を介し
て隣接橋梁又は隣接道路上に移動させる第2工程と、こ
の隣接する橋梁又は道路上に移動された橋梁を、その移
動場所で解体機器設備を介して解体する第3工程とから
なることを特徴とする橋梁の撤去・解体時の引戻し工
法。1. A first step of lifting and separating a bridge on an existing leg onto an existing leg via a lifting and horizontal moving device, and a bridge separated and lifted on the existing leg. From the second step of moving onto the adjacent bridge or adjacent road via the moving device, and the third step of dismantling the adjacent bridge or bridge moved onto the road at the moving place through the dismantling equipment. This is a pullback method when removing or dismantling a bridge.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4244494A JPH07247702A (en) | 1994-03-14 | 1994-03-14 | Pullback construction method for removal and disassembly of bridge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4244494A JPH07247702A (en) | 1994-03-14 | 1994-03-14 | Pullback construction method for removal and disassembly of bridge |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH07247702A true JPH07247702A (en) | 1995-09-26 |
Family
ID=12636253
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4244494A Withdrawn JPH07247702A (en) | 1994-03-14 | 1994-03-14 | Pullback construction method for removal and disassembly of bridge |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH07247702A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20030070215A (en) * | 2002-02-21 | 2003-08-29 | 박창희 | apparatus for lifting using a construction or disjoint of bridge and a method of construction using the same |
JP2007321475A (en) * | 2006-06-01 | 2007-12-13 | Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd | Barge for construction of bridge, and bridge removal method |
JP2007321476A (en) * | 2006-06-01 | 2007-12-13 | Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd | Bridge and its construction method |
JP2007321474A (en) * | 2006-06-01 | 2007-12-13 | Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd | Rebuilding method for bridge |
JP2011089281A (en) * | 2009-10-21 | 2011-05-06 | Taisei Corp | Method for rebuilding bridge |
JP2019019508A (en) * | 2017-07-13 | 2019-02-07 | Jfeエンジニアリング株式会社 | Reconstruction method for bridge |
JP2019044453A (en) * | 2017-08-31 | 2019-03-22 | 西日本旅客鉄道株式会社 | Replacement method and erection machine |
-
1994
- 1994-03-14 JP JP4244494A patent/JPH07247702A/en not_active Withdrawn
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20030070215A (en) * | 2002-02-21 | 2003-08-29 | 박창희 | apparatus for lifting using a construction or disjoint of bridge and a method of construction using the same |
JP2007321475A (en) * | 2006-06-01 | 2007-12-13 | Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd | Barge for construction of bridge, and bridge removal method |
JP2007321476A (en) * | 2006-06-01 | 2007-12-13 | Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd | Bridge and its construction method |
JP2007321474A (en) * | 2006-06-01 | 2007-12-13 | Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd | Rebuilding method for bridge |
JP4704279B2 (en) * | 2006-06-01 | 2011-06-15 | 三菱重工鉄構エンジニアリング株式会社 | Bridge construction method |
JP4727504B2 (en) * | 2006-06-01 | 2011-07-20 | 三菱重工鉄構エンジニアリング株式会社 | Bridge removal method |
JP2011089281A (en) * | 2009-10-21 | 2011-05-06 | Taisei Corp | Method for rebuilding bridge |
JP2019019508A (en) * | 2017-07-13 | 2019-02-07 | Jfeエンジニアリング株式会社 | Reconstruction method for bridge |
JP2019044453A (en) * | 2017-08-31 | 2019-03-22 | 西日本旅客鉄道株式会社 | Replacement method and erection machine |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20010605 |