JP2001193016A - Launching machine for erecting bridge - Google Patents
Launching machine for erecting bridgeInfo
- Publication number
- JP2001193016A JP2001193016A JP2000007350A JP2000007350A JP2001193016A JP 2001193016 A JP2001193016 A JP 2001193016A JP 2000007350 A JP2000007350 A JP 2000007350A JP 2000007350 A JP2000007350 A JP 2000007350A JP 2001193016 A JP2001193016 A JP 2001193016A
- Authority
- JP
- Japan
- Prior art keywords
- hand
- rolling machine
- jack
- bridge
- cable
- 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
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、橋梁を橋脚間に架
設する際に使用される手延機に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hand-rolling machine used for erection of a bridge between piers.
【0002】[0002]
【従来の技術】橋梁架設施工法として、橋梁を送り出し
装置によって、陸側から橋脚に向けて送り出し架設する
施工法が採用されている。橋梁は長尺重量物であるた
め、片持ちの状態でそのまま送り出すと、撓みが発じる
と共に、曲げモーメントが発生する。特に、先端が橋脚
に到達する寸前には曲げモーメントが最大になり、橋梁
の送り出し装置側の元支持部には大きな曲げ応力がかか
ることになり、橋梁が変形したり、折損することにな
る。2. Description of the Related Art As a bridge erection construction method, a construction method is employed in which a bridge is sent out from a land side to a pier by a feed-out device. Since a bridge is a long and heavy object, if it is sent out as it is in a cantilever state, it will bend and a bending moment will be generated. In particular, just before the tip reaches the pier, the bending moment is maximized, and a large bending stress is applied to the original support portion of the bridge on the delivery device side, and the bridge is deformed or broken.
【0003】このため、橋梁が極力片持ちの状態になら
ないように、橋梁の先部に軽量の手延機を装着し、まず
手延機から送り出し、手延機を橋脚に渡し掛け、橋梁を
両持ち状態にして送り出す手段がとられている。しか
し、手延機にしても略橋脚のスパン間の長さを有するも
のであるから、送り出されると、当然撓むことになり、
先部が橋台や橋脚基礎上の設備と干渉する恐れがあり、
送り出すだけで橋脚上に渡し掛けることは殆ど無理であ
つた。[0003] For this reason, a lightweight hand-rolling machine is mounted on the tip of the bridge so that the bridge is not as cantilevered as possible, first sent out from the hand-rolling machine, the hand-rolling machine is passed over the pier, and the bridge is bridged. Means of sending out in a double-supported state are taken. However, even if it is a hand-rolling machine, since it has a length substantially between the spans of the piers, it is naturally bent when it is sent out,
The tip may interfere with equipment on the abutment or pier foundation,
It was almost impossible to pass over the pier just by sending it out.
【0004】従来、この手延機の撓みに対応する手段と
しては、橋脚基礎上にジャッキを設置し、手延機が送り
出されて橋脚上に到達したら、その先部をジャッキで受
けてジャッキアップし、そして、橋脚基礎上の所定の高
さにローラを装着し、ジャッキダウンして手延機の先部
をローラ上に預け渡すようにしている。Conventionally, as means for responding to the bending of the hand-rolling machine, a jack is installed on the pier foundation, and when the hand-rolling machine is sent out and reaches the pier, the tip of the hand-rolling machine is jacked up. Then, the roller is mounted at a predetermined height on the pier foundation, and the tip of the hand-rolling machine is jacked down and delivered to the roller.
【0005】しかし、この方法においては、狭い橋脚基
礎上にジャッキやその受け台をクレーン等で運び込み、
組立て設置しなければならないし、使用後はジャッキと
受け台を解体して、再びクレーン等で運び出さなければ
ならない。また、この間手延機をジャッキアップする
際、その先部とローラとが接触するのを防ぐため、一旦
ローラを取り外し、手延機の先部を高い位置に持ち上げ
てからローラを取り付けると云う作業も要した。However, in this method, a jack or its cradle is carried on a narrow pier foundation by a crane or the like,
It must be assembled and installed, and after use, the jack and cradle must be disassembled and transported again with a crane or the like. In addition, when jacking up the hand-rolling machine during this time, in order to prevent the tip of the hand-rolling machine from coming into contact with the rollers, once remove the rollers, lift the tip of the hand-rolling machine to a high position, and then attach the rollers. It also took me.
【0006】このように、狭い橋脚基礎上でのジャッキ
と受け台の組立、解体およびジャッキ作業や、ローラの
取り外し、取り付け作業を人手で行なわねばならず、能
率が悪く、かつ、不安全な作業であった。また、予め撓
み量を考慮し、角度を持たせた連結構を用いて、手延機
を上向きに傾斜させて橋梁に取り付けることも知られて
いる。As described above, the assembling, disassembling and jacking of the jack and cradle on the narrow pier foundation, and the work of removing and attaching the rollers have to be performed manually, resulting in inefficient and unsafe work. Met. It is also known to attach a hand-rolling machine to a bridge by inclining the hand-rolling machine upward using a connecting structure having an angle in consideration of the amount of bending in advance.
【0007】しかし、この方法においては、作業毎に角
度が異なる連結構を準備しなければならないし、このよ
うな工法においては、手延機の送り出しにあたり、常に
各支点での指示状況(撓み量)をチェックしているが、
手延機の先部が橋脚上に至ったときに、丁度ローラ上面
に接するように現場で管理することは困難である。However, in this method, it is necessary to prepare a connecting structure having a different angle for each operation. In such a construction method, when sending out the hand-rolling machine, the indication condition (the amount of bending) at each fulcrum is always required. ),
When the tip of the hand roll reaches the pier, it is difficult to manage it on site so that it just touches the upper surface of the roller.
【0008】[0008]
【発明が解決しようとする課題】本発明は、手延機の送
り出しにあたり、手延機が撓むのを解消し、手延機を水
平に維持することにより、橋脚基礎上での不安全な作業
を排除し、かつ、能率よく手延機の先部をローラに渡し
掛けることができる手延機を得ることを目的とする。SUMMARY OF THE INVENTION According to the present invention, when the hand-rolling machine is fed out, the hand-rolling machine is prevented from bending and the hand-rolling machine is kept horizontal, so that the unsafety on the pier foundation can be improved. It is an object of the present invention to obtain a hand-rolling machine which eliminates work and can efficiently transfer the front end of the hand-rolling machine to rollers.
【0009】[0009]
【課題を解決するための手段】手延機の連結構側にジャ
ッキを設け、ジャッキに元付けされたケーブルを、手延
機との間にディスタンスを与えて、先端側を手延機の先
部上面に固縛し、ジャッキによりケーブルを緊張させ
て、手延機に上反り力を与え、手延機の撓みを解消し
て、水平に維持できるようにした。Means for Solving the Problems A jack is provided on the connecting structure side of the hand-rolling machine, and a cable attached to the jack is provided with a distance between the cable and the hand-rolling machine. The cable was tied to the upper surface, and the cable was tensioned by a jack to apply a warping force to the hand-rolling machine, thereby eliminating the bending of the hand-rolling machine and maintaining the horizontal state.
【0010】[0010]
【発明の実施の形態】以下図に沿って、本発明の実施の
形態について説明する。図1は手延機を用いた橋梁の送
り出し架設工法の概念を示す図。図2は本発明による手
延機の概略を示す図である。また、図3は本発明による
手延機の他の例を示す概略図である。図において1は橋
梁、2は橋脚を示す。3は手延機であって、連結構4を
介して橋梁1に連結されている。連結構4を介さず、直
接連結する場合もある。DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a view showing the concept of a method for sending out and erection of a bridge using a hand rolling machine. FIG. 2 is a view schematically showing a hand-rolling machine according to the present invention. FIG. 3 is a schematic view showing another example of the hand-rolling machine according to the present invention. In the figure, 1 indicates a bridge and 2 indicates a pier. Reference numeral 3 denotes a hand-rolling machine, which is connected to the bridge 1 via a connecting structure 4. There is also a case where the connection is directly performed without using the connection structure 4.
【0011】該手延機3は橋脚2の略スパン間の長さを
有しているが、橋梁1に比べて極めて軽量とした桁構造
である。5は手延機3の連結構4側の元部に設けられた
ジャッキである。6はケーブルであって、ジャッキ5に
元付けされ、手延機3との間にディスタンスを与えら
れ、先端側は手延機3の先部上面に固縛されている。The hand roll 3 has a length substantially between the spans of the pier 2, but has a girder structure which is extremely lighter than the bridge 1. Reference numeral 5 denotes a jack provided at the base of the hand-rolling machine 3 on the connecting structure 4 side. A cable 6 is attached to the jack 5 and provided with a distance between the cable 5 and the hand-rolling machine 3.
【0012】図2の例においては、手延機3に中間支持
材7を設け、該中間支持材7に装着したホィール8に、
ケーブル6を掛け渡してディスタンスが与えられてお
り、ケーブル6を緊張させた際、手延機3に上反り力が
与えられる。この中間支持材7は図示した位置より、も
っと手延機3の元部側に設けてもよい。その場合は、ジ
ャッキ5とホィール8間のケーブル6は垂直に近い角度
となるから、ジャッキ5もそれに応じて垂直に近い角度
で設置される。In the example shown in FIG. 2, an intermediate support 7 is provided on the hand-rolling machine 3, and a wheel 8 mounted on the intermediate support 7 has
The distance is provided by extending the cable 6, and when the cable 6 is tensioned, an upward warping force is applied to the hand-rolling machine 3. This intermediate support member 7 may be provided on the base side of the hand-rolling machine 3 more than the illustrated position. In this case, since the cable 6 between the jack 5 and the wheel 8 has an angle close to vertical, the jack 5 is also installed at an angle close to vertical accordingly.
【0013】図3の例においては、ジャッキ5は、手延
機3上に設けられたジャッキ取り付け台12上に設置さ
れ、手延機3より高い位置に設けられている。この例の
場合は、ジャッキ取り付け台12によってディスタンス
が与えられており、図2の例と同様に、ケーブル6を緊
張させた際、手延機3に上反り力が与えられる。In the example shown in FIG. 3, the jack 5 is installed on a jack mounting base 12 provided on the hand-rolling machine 3 and is provided at a position higher than the hand-rolling machine 3. In the case of this example, the distance is given by the jack attachment base 12, and similarly to the example of FIG. 2, when the cable 6 is tensioned, the hand-rolling machine 3 is given an upward warping force.
【0014】なお、図中9は手延機3の先端部に形成さ
れ、前方に向かって上向きの傾斜を有するガイドであ
る。10は橋脚2の基礎上、所定高さに設置された広幅
のローラであり、該ローラ10上に手延機3が乗せ掛け
られ、支持されて送り出され、最終的には橋梁1が支持
される。Reference numeral 9 in the figure denotes a guide formed at the tip of the hand-rolling machine 3 and having a forward upward inclination. Reference numeral 10 denotes a wide roller installed at a predetermined height on the foundation of the bridge pier 2, on which the hand-rolling machine 3 is mounted, supported and sent out, and finally the bridge 1 is supported. You.
【0015】11は送り出し装置であって、所定間隔で
スライドするジャッキにより、ジャッキアップ、ダウン
と、その間のスライドにより間欠的に送り出す機構や、
現場に施設されるレール上を自走する台車に橋梁を搭載
し、台車を自走させて連続的に送り出す機構等が利用さ
れる。Numeral 11 denotes a feeding device, which is a mechanism for intermittently feeding by jacks sliding up and down by a jack sliding at a predetermined interval,
A mechanism is used in which a bridge is mounted on a bogie that runs on rails provided at the site, and the bogie is self-propelled and continuously fed.
【0016】本発明の構成は以上の通りであって、次
に、その使用状態ならびに作用について説明する。ま
ず、ジャッキ5によりケーブル6を緊張させると、ケー
ブル6は手延機3との間にディスタンスを与えられてい
るので、手延機3には上反り力がかかることになる。こ
れによって手延機3を、本来発生する撓みを解消して、
真直ぐ水平に維持させることができる。The configuration of the present invention is as described above. Next, the state of use and operation will be described. First, when the cable 6 is tensioned by the jack 5, the cable 6 is given a distance between the cable 6 and the hand-rolling machine 3, so that the hand-rolling machine 3 is subjected to an upward warping force. With this, the hand-rolling machine 3 is released from the originally generated bending,
It can be kept straight and horizontal.
【0017】従って、手延機3を橋梁1に装着し、送り
出し装置11により、橋脚2に向かって送り出しても、
手延機3は撓まず、水平状態に維持されるので、そのま
ま送り出すことによって橋脚2のローラ10上に渡し掛
けることができる。もちろん、手延機3がローラ10上
に支持される状態になれば、橋梁1は両持ち状態となる
から、引き続き橋梁1を送り出すことで、橋梁1が橋脚
2上に架設されることになる。Therefore, even if the hand-rolling machine 3 is mounted on the bridge 1 and sent out toward the pier 2 by the sending-out device 11,
Since the hand roll 3 does not bend and is maintained in a horizontal state, it can be passed over the rollers 10 of the pier 2 by being fed out as it is. Of course, if the hand roll machine 3 is supported on the rollers 10, the bridge 1 will be in a double-supported state. Therefore, by continuously sending out the bridge 1, the bridge 1 is erected on the pier 2. .
【0018】[0018]
【発明の効果】本発明は、手延機の連結構側元部にジャ
ッキを備え、該ジャッキに元付けしたケーブルを、手延
機との間にディスタンスを与えて、先端側を手延機の先
部上面に固縛したので、ジャッキによりケーブルを緊張
することで、手延機の撓みを解消し、手延機を水平状態
に維持することができるようになった。According to the present invention, a jack is provided at the base of the connecting structure of the hand-rolling machine, and the cable attached to the jack is provided with a distance between the hand-rolling machine and the front end of the hand-rolling machine. Since the cable is tied to the upper surface of the tip, the cable is tensioned by the jack, so that the bending of the hand-rolling machine can be eliminated, and the hand-rolling machine can be maintained in a horizontal state.
【0019】このため、手延機を用いた橋梁の送り出し
架設工法において、橋脚上でのジャッキアップ、ダウン
作業を要さず、不安全な作業を排除すると共に、容易、
迅速な架設を行なうことができるようになった。For this reason, in the method of erection and erection of a bridge using a hand-rolling machine, jacking up and down work on a pier is not required, and unsafe work is eliminated.
Rapid erection has become possible.
【図1】手延機を用いた橋梁の送り出し架設工法の概念
を示す図。FIG. 1 is a view showing the concept of a method of sending out and erection of a bridge using a hand rolling machine.
【図2】本発明の手延機の概略を示す図である。FIG. 2 is a view schematically showing a hand-rolling machine of the present invention.
【図3】本発明の手延機の他の例を示す概略図である。FIG. 3 is a schematic view showing another example of the hand-rolling machine of the present invention.
1 橋梁 2 橋脚 3 手延機 4 連結構 5 ジャッキ 6 ケーブル 7 中間支持部材 8 ホィール 9 ガイド 10 ローラ 11 送り出し装置 12 ジャッ
キ取り付け台DESCRIPTION OF SYMBOLS 1 Bridge 2 Bridge pier 3 Hand roll machine 4 Connection structure 5 Jack 6 Cable 7 Intermediate support member 8 Wheel 9 Guide 10 Roller 11 Sending-out device 12 Jack mounting stand
Claims (3)
ッキに元付けされたケーブルを、手延機との間にディス
タンスを与えて、先端側を手延機の先部上面に固縛し、
ジャッキによりケーブルを緊張させることで、手延機に
上反り力を与えて撓みを解消し、手延機を水平に維持で
きるようにしたことを特徴とする橋梁架設用手延機。A jack is provided on the connecting structure side of the hand-rolling machine, and a cable attached to the jack is provided with a distance between the jack and the hand-rolling machine. Tied up,
A hand-rolling machine for bridge erection, characterized in that the cable is tensioned by a jack, thereby giving the hand-rolling machine an upward warping force to eliminate bending and keep the hand-rolling machine horizontal.
に装着したホィールにケーブルを掛け渡してディスタン
スを与えるようにしたことを特徴とする請求項1記載の
橋梁架設用手延機。2. The hand-rolling machine according to claim 1, wherein the hand-rolling machine is provided with an intermediate supporting member, and a cable is laid over a wheel mounted on the intermediate supporting member to provide a distance. Machine.
ャッキ取り付け台上にジャッキを設置してディスタンス
を与えるようにしたことを特徴とする請求項1記載の橋
梁架設用手延機。3. The hand-rolling machine according to claim 1, wherein a jack-mounting base is provided on the hand-rolling machine, and a jack is mounted on the jack-mounting base to provide a distance.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000007350A JP2001193016A (en) | 2000-01-17 | 2000-01-17 | Launching machine for erecting bridge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000007350A JP2001193016A (en) | 2000-01-17 | 2000-01-17 | Launching machine for erecting bridge |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2001193016A true JP2001193016A (en) | 2001-07-17 |
Family
ID=18535748
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000007350A Pending JP2001193016A (en) | 2000-01-17 | 2000-01-17 | Launching machine for erecting bridge |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2001193016A (en) |
Cited By (14)
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KR100468500B1 (en) * | 2001-12-28 | 2005-01-27 | 대우조선해양 주식회사 | Method for construction of curvature steel bridge |
KR100472390B1 (en) * | 2001-12-29 | 2005-03-08 | 대우조선해양 주식회사 | Method for construction of linear steel bridge |
JP2006022595A (en) * | 2004-07-09 | 2006-01-26 | Taisei Corp | Main pilot girder, main girder structure for erection of box girder bridge and erection method of the box girder bridge |
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-
2000
- 2000-01-17 JP JP2000007350A patent/JP2001193016A/en active Pending
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KR100468500B1 (en) * | 2001-12-28 | 2005-01-27 | 대우조선해양 주식회사 | Method for construction of curvature steel bridge |
KR100472390B1 (en) * | 2001-12-29 | 2005-03-08 | 대우조선해양 주식회사 | Method for construction of linear steel bridge |
JP2006022595A (en) * | 2004-07-09 | 2006-01-26 | Taisei Corp | Main pilot girder, main girder structure for erection of box girder bridge and erection method of the box girder bridge |
JP4528042B2 (en) * | 2004-07-09 | 2010-08-18 | 大成建設株式会社 | Construction method of box girder bridge |
JP2011069162A (en) * | 2009-09-28 | 2011-04-07 | Nippon Sharyo Seizo Kaisha Ltd | Delivery method for mono-chord lohse bridge girder member |
JP2013023901A (en) * | 2011-07-21 | 2013-02-04 | Nippon Sharyo Seizo Kaisha Ltd | Bridge girder delivery method |
KR101313888B1 (en) * | 2011-12-19 | 2013-11-15 | 코비코리아 주식회사 | Apparatus for tensioning V-shaped tower cable to reduce cross-section of top of bridge and launching method thereof |
JP2018017067A (en) * | 2016-07-29 | 2018-02-01 | 川田工業株式会社 | Sending-out/installing manual extender |
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