JP2003286708A - Forwarding construction method for bridge girder - Google Patents
Forwarding construction method for bridge girderInfo
- Publication number
- JP2003286708A JP2003286708A JP2002092331A JP2002092331A JP2003286708A JP 2003286708 A JP2003286708 A JP 2003286708A JP 2002092331 A JP2002092331 A JP 2002092331A JP 2002092331 A JP2002092331 A JP 2002092331A JP 2003286708 A JP2003286708 A JP 2003286708A
- Authority
- JP
- Japan
- Prior art keywords
- bridge girder
- rail
- bogie
- truck
- self
- 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
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、橋桁を組立ヤード
からピア上に送り出し架設する際の送り出し工法に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for sending out a bridge girder from an assembly yard onto a pier for erection.
【0002】[0002]
【従来の技術】橋桁等をピア上に架設する送り出し工法
は、組立ヤード上に敷設した軌条に台車を乗せ、この台
車上に橋桁を載せ、台車を移動させることで橋桁をピア
に向けて送り出す方法である。この方法に使用する台車
としては、フレームに車輪を取り付けた一般的な台車、
或いは車輪に代えてクローラを備えたクローラ式台車、
又はローラ式台車等があるが、この台車自体には推力を
発生する装置がないため、別途推力を生じる装置を組み
合わせ使用しなければならない。又、別途、推力を発生
させるための動力装置を必要としない、台車に推力を生
じる電動モータを装備した自走式の台車も一部開発さ
れ、存在する。2. Description of the Related Art A method of sending out a bridge girder or the like on a pier is a method of placing a carriage on a rail laid on an assembly yard, placing the bridge girder on this carriage, and moving the carriage to send the bridge girder toward the pier. Is the way. As a dolly used for this method, a general dolly with wheels attached to the frame,
Or a crawler type trolley equipped with crawlers instead of wheels,
Alternatively, there is a roller type trolley, etc., but since this trolley itself does not have a device for generating thrust, a device for generating thrust must be used in combination. In addition, a self-propelled trolley equipped with an electric motor for generating thrust on the trolley, which does not require a power unit for generating thrust, is also partially developed and exists.
【0003】[0003]
【発明が解決しようとする課題】しかして、前者の推力
発生装置を装備しない台車で橋桁を送り出す場合、前記
したように台車に別途推力を生じる装置、例えばクラン
プ水平ジャッキを連結して押動するが、この場合は連続
送り出しはできない。However, when the bridge girder is sent out by the former truck which is not equipped with the thrust generating device, as described above, the device for generating the thrust separately, for example, the clamp horizontal jack is connected and pushed. However, in this case, continuous feeding is not possible.
【0004】上記の現象を補うために、従来は次のよう
な手段が講じられている。例えば、重量物の先端に連結
した手延べ機にワイヤーを連結し、このワイヤーを送り
出し前方から引っ張る。その引っ張り手段としては、ワ
イヤークランプとジャッキの組み合わせ、或いはウイン
チ等が用いられる(特開2001−172918号公報
参照)。しかしながら、手延べ機の先端にワイヤーを連
結し、そのワイヤーを送り出し方向前方より引っ張るた
めの準備が大変であり、しかも、引っ張り側と送り出し
側を同調させる必要がある。しかし、送り出し位置と引
っ張り側とが数百メートル以上離れている場合は、前記
同調操作が困難である。In order to supplement the above-mentioned phenomenon, the following measures have been conventionally taken. For example, a wire is connected to a hand-rolling machine connected to the tip of a heavy object, and this wire is sent out and pulled from the front. As the pulling means, a combination of a wire clamp and a jack, a winch, or the like is used (see Japanese Patent Laid-Open No. 2001-172918). However, it is difficult to connect the wire to the tip of the hand-rolling machine and pull the wire from the front in the feeding direction, and it is necessary to synchronize the pulling side and the feeding side. However, when the feeding position and the pulling side are separated by several hundred meters or more, the tuning operation is difficult.
【0005】又、上記した台車は、橋桁を載承するだけ
で、その載承した橋桁を上下昇降させたり、送り出し方
向を変更調整する手段は備えていない。その為、カーブ
した橋桁を送り出す場合は、送り出す方向を修正する装
置を別途配置したりしなければならない。尚、電動モー
タによる自走手段を備えた台車の場合も、前記した台車
に対する負荷の減少により、台車がスリップし、送り出
す橋桁に対して推力を付与できず、橋桁を送り出せない
という不具合を有する。又、長い重量物を支持する場
合、台車を複数台連結するが、各台車に作用する荷重を
均等にするために、台車上に梁を積み上げてバランスを
取り、その梁の上に重量物を載せて支持している。その
為、重量物を支持する位置が高くなり、非常に不安定な
状態で送り出し作業をしなければならないという問題点
を有する。Further, the above-mentioned trolley only mounts the bridge girder, and does not have means for moving the mounted bridge girder up and down and changing and adjusting the sending direction. Therefore, when sending out a curved bridge girder, a device for correcting the sending direction must be separately arranged. Even in the case of a bogie equipped with a self-propelled means by an electric motor, there is a problem that the bogie slips due to the reduction of the load on the bogie as described above, the thrust cannot be applied to the bridge girder to be sent, and the bridge girder cannot be sent out. Also, when supporting a long heavy object, multiple bogies are connected, but in order to equalize the load acting on each bogie, beams are piled up on the bogie to balance them, and heavy objects are placed on the beams. We put and support. Therefore, the position for supporting the heavy object becomes high, and there is a problem that the work of delivering the heavy object must be performed in a very unstable state.
【0006】本発明は、上記した従来の技術が有する問
題点に鑑みてなされたもので、その目的とするところ
は、橋桁を送り出し方向前方より引張ったりすることな
く、組立ヤードの始端から終端まで橋桁を載承する台車
の走行のみで送り出すことができる送り出し方法を提供
することにある。又、他の目的は連続送り出しが可能な
送り出し工法を提供することにある。The present invention has been made in view of the problems of the above-mentioned conventional technique, and its purpose is to extend the bridge girder from the start end to the end without pulling the bridge girder from the front in the feeding direction. An object of the present invention is to provide a delivery method that can deliver a bridge girder only by traveling by a truck. Another object is to provide a delivery method capable of continuous delivery.
【0007】[0007]
【課題を解決するための手段】上記目的を達成するため
に本発明が講じた技術的手段は、組立ヤードに敷設した
平行な軌条上に自力走行可能な台車、又は外部の力で走
行する台車を載せ、ピア上には送り台を載置し、前記台
車は載承する橋桁を上下し得るリフター機構と、載承し
た橋桁を送り出し方向と直交する方向に移動調整する横
移動機構を備え、これらの作動により軌条の始端から終
端まで前記台車の走行で橋桁を送り出すことを特徴とす
る。(請求項1)[Means for Solving the Problems] The technical means taken by the present invention in order to achieve the above-mentioned object is a bogie capable of traveling by itself on parallel rails laid in an assembly yard, or a bogie traveling by an external force. , A feed table is placed on the pier, and the carriage is provided with a lifter mechanism capable of moving up and down the bridge girder to be mounted, and a lateral movement mechanism for moving and adjusting the mounted bridge girder in a direction orthogonal to the sending direction, By these operations, the bridge girder is sent out from the start end of the rail to the end by the traveling of the bogie. (Claim 1)
【0008】上記の自力走行可能な台車とは、走行のた
めの駆動機構を備えた自走台車であり、台車を外部の力
で走行させる方法としては、台車の前部又は後部或いは
前後部にクランプ水平ジャッキを連結し、これらの作動
(押動、引張り動等)で走行させる方式が挙げられる。
又、橋桁を載承するリフター機構は、橋桁の送り出し方
向と直交する方向に移動調整できるため、送り出しなが
ら該リフター機構を幅方向にスライド調整することで、
送り出し方向を修正しながら連続して送り出すことが出
来る。ピア上に載置する送り台は、クローラ式送り台、
ローラ式送り台、スライド式送り台など、何れでもよ
い。リフター機構を左右方向に移動調整する横移動機構
としては、水平油圧ジャッキが好ましく、左右のリフタ
ー機構に夫々水平油圧ジャッキを取り付けても、或いは
両ロッド型の水平油圧ジャッキを用い、左右のロッド先
端を左右のリフター機構に連結してもよい。The above-mentioned self-propelled trolley is a self-propelled trolley provided with a driving mechanism for traveling. As a method of causing the trolley to travel by an external force, the trolley may be mounted at the front or rear or front and rear of the trolley. A method of connecting the clamp horizontal jacks and running them by these operations (pushing, pulling, etc.) can be mentioned.
Also, since the lifter mechanism supporting the bridge girder can be moved and adjusted in the direction orthogonal to the sending direction of the bridge girder, by sliding the lifter mechanism in the width direction while sending out,
It is possible to send continuously while correcting the sending direction. The feed stand placed on the pier is a crawler type feed stand,
Any of a roller-type feed table and a slide-type feed table may be used. A horizontal hydraulic jack is preferable as a lateral movement mechanism for moving the lifter mechanism in the left-right direction. Even if the horizontal hydraulic jacks are attached to the left and right lifter mechanisms respectively, or a double rod-type horizontal hydraulic jack is used, the left and right rod tips are used. May be connected to the left and right lifter mechanisms.
【0009】この方法によれば、台車上にリフター機構
を介して支持した橋桁は、自力又は外部の力による台車
の走行によってピアに向けて送り出すことができる。そ
して、台車にリフター機構及び横移動機構が備えてある
ため、該橋桁の送り出し方向を上下方向、水平左右方向
を調整して適確に送り出すことが出来る。According to this method, the bridge girder supported on the trolley via the lifter mechanism can be sent to the pier by traveling of the trolley by its own force or external force. Further, since the truck is provided with the lifter mechanism and the lateral movement mechanism, it is possible to accurately feed the bridge girder by adjusting the feeding direction of the bridge girder in the up-down direction and the horizontal left-right direction.
【0010】前記台車は、平行に敷設された軌条を跨ぐ
長さを有したフレームと、軌条幅に合わせてフレームに
垂下取り付けた軌条の上面を走行する車輪を備えた駆動
機構と、フレームの上面に略軌条幅に合わせて配置した
左右一対の上下昇降自在なリフター機構を有する台車ブ
ロックを、少なくとも軌条方向に2個以上連結した自走
台車が有効である(請求項2)。又、その自走台車に
は、軌条との間で摩擦力を付与する摩擦付与機構を備
え、車輪のスリップを防止するようにすると、更に好適
である(請求項3)。この場合は、送り出した橋桁の先部
がピア上の送り台に載り、台車に作用する負荷(荷重)
が減少して車輪にスリップが生じるようになった場合
は、摩擦付与機構を作動させて車輪のスリップを防止
し、それにより送り出し後半における荷重の抜けに対し
ても確実に推力を発生できる。尚、台車がブレーキ機構
を備え、又は外部よりブレーキ力が作用するように構成
した場合は、台車の走行を制御することができ、安全な
走行を確保できる。よって、軌条終端までの送り出しを
台車のみの走行で送り出すことが可能となる。上記ブレ
ーキ機構としては、メカニカルブレーキ及び外部ブレー
キが挙げられる。The trolley has a frame having a length that straddles a rail laid in parallel, a drive mechanism equipped with a wheel that runs on the upper surface of the rail suspended from the frame according to the rail width, and an upper surface of the frame. It is effective to use a self-propelled bogie in which at least two bogie blocks each having a pair of left and right lifter mechanisms which are arranged in a substantially rail width and which can be moved up and down are connected in the rail direction (claim 2). Further, it is more preferable that the self-propelled carriage is provided with a friction applying mechanism for applying a frictional force between the self-propelled carriage and the rail to prevent slipping of the wheels (claim 3). In this case, the tip of the sent-out bridge girder rests on the feed bar on the pier, and the load (load) that acts on the bogie
When the wheel slips and the wheel slips, the friction applying mechanism is operated to prevent the wheel from slipping, whereby the thrust can be reliably generated even when the load is lost in the latter half of the feeding. When the truck is provided with a brake mechanism or configured so that a braking force is applied from the outside, the traveling of the truck can be controlled and safe traveling can be ensured. Therefore, it is possible to send out to the end of the rail by traveling only by the truck. Examples of the brake mechanism include a mechanical brake and an external brake.
【0011】[0011]
【発明の実施の形態】以下、本発明の送り出し工法を図
面に基いて説明する。図1は、組立ヤードAからその前
方に設置されたピアB1〜B5に亘って橋桁を送り出す
状態を示す説明図で、組立ヤードAには軌条1、1’が
平行に敷設され、その軌条1、1’に跨って自走台車C
が走行自在に載置され、ピアB1〜B5上には送り台D
が設置されており、前記自走台車Cの走行で該自走台車
C上に載承された橋桁Wが組立ヤードAからピアB1乃
至B5へと順次移動し架設される。BEST MODE FOR CARRYING OUT THE INVENTION The delivery method of the present invention will be described below with reference to the drawings. FIG. 1 is an explanatory view showing a state in which a bridge girder is sent from the assembly yard A to the piers B1 to B5 installed in front of the assembly yard A. Rails 1, 1 ′ are laid in parallel in the assembly yard A, and the rails 1 Self-propelled carriage C across 1 '
Is placed so that it can travel freely, and the feed table D is placed on the piers B1 to B5.
The bridge girder W mounted on the self-propelled carriage C is sequentially moved from the assembly yard A to the piers B1 to B5 and erected by the traveling of the self-propelled carriage C.
【0012】上記の自走台車Cは、載承する橋桁Wを上
下し得るリフター機構2と、載承した橋桁を送り出し方
向と直交する方向に移動調整する横移動機構3と、台車
の走行に制動を掛けるブレーキ機構4と、前記軌条1、
1’との間で摩擦力を付与する摩擦付与機構5を備え、
この各機構を状況に応じて作動させることで軌条1、
1’の始端から終端まで自走台車Cを確実に走行移動さ
せることができ、橋桁Wを送り出す推力を自走台車Cの
みで発生できる。The above-mentioned self-propelled carriage C has a lifter mechanism 2 capable of moving up and down the bridge girder W on which it is mounted, a lateral moving mechanism 3 for moving and adjusting the bridge girder on which it is mounted, in a direction orthogonal to the feed-out direction, and for running the carriage. Brake mechanism 4 for braking, the rail 1,
1'is provided with a friction applying mechanism 5 for applying a frictional force,
By operating each of these mechanisms depending on the situation, the rail 1,
The self-propelled carriage C can be reliably moved from the start end to the end of 1'and the thrust for sending out the bridge girder W can be generated only by the self-propelled carriage C.
【0013】以下、自走台車C及び該台車Cを案内する
軌条1、1’について説明する。自走台車Cを載承して
案内する軌条1、1’は、断面略H形をした鋼材で構成
され、その上フランジ1aの上面には、自走台車Cのス
リップを防止する摩擦付与機構5の構成部材であるラッ
ク501が、軸方向の両側部に沿って該軌条の長さ方向に
形成されている。The self-propelled carriage C and the rails 1, 1'for guiding the carriage C will be described below. The rails 1 and 1'for supporting and guiding the self-propelled carriage C are made of steel material having a substantially H-shaped cross section, and a friction imparting mechanism for preventing the self-propelled carriage C from slipping on the upper surface of the upper flange 1a thereof. A rack 501, which is a component member of No. 5, is formed in the length direction of the rail along both sides in the axial direction.
【0014】前記軌条1、1’に載架する自走台車Cを
構成する台車ブロックcは、前記した平行な軌条1、
1’を跨ぐ長さを有したフレーム6の下側に、前記軌条
1、1’の幅に合わせて左右一対の駆動機構7が懸架支
持され、フレームの上面には略前記軌条幅に合わせて左
右一対のリフター機構2が横移動機構3で連結されてい
る。The trolley block c constituting the self-propelled trolley C mounted on the rails 1 and 1'is the parallel rails 1 and 2 described above.
A pair of left and right drive mechanisms 7 are suspended and supported on the lower side of the frame 6 having a length that straddles 1'to match the width of the rails 1 and 1 ', and the upper surface of the frame is adjusted to substantially match the rail width. A pair of left and right lifter mechanisms 2 are connected by a lateral movement mechanism 3.
【0015】フレーム6は、断面略H形の鋼材で形成さ
れ、その上フランジ6aと下フランジ6bとの間に前後
一組のクレビス付き鉛直ジャッキ8,8’が、フレーム
6の長さ方向に軌条1、1’の幅に合わせて左右一対配
置され、その左右に配置した前後一組の鉛直ジャッキで
駆動機構7が垂下支持されている。それにより、駆動機
構7の車輪702は常に軌条1、1’の上フランジ1a表
面に接触するように付勢されている。即ち、駆動機構7
はフレーム6に対して油圧サスペンションで独立懸架さ
れる。The frame 6 is made of a steel material having a substantially H-shaped cross section, and a pair of front and rear vertical jacks 8 and 8'with clevis are provided between the upper flange 6a and the lower flange 6b in the longitudinal direction of the frame 6. A pair of right and left are arranged according to the width of the rails 1 and 1 ', and a pair of front and rear vertical jacks arranged on the left and right of the rail support the driving mechanism 7 in a hanging manner. As a result, the wheels 702 of the drive mechanism 7 are always urged so as to come into contact with the surface of the upper flange 1a of the rails 1, 1 '. That is, the drive mechanism 7
Is independently suspended from the frame 6 by a hydraulic suspension.
【0016】上記駆動機構7は、断面略コ字形に形成し
た機枠701の左右側部間に軸受を介して車輪702が回転自
在に支持され、その車輪702の軸は機枠701の側部外面に
取り付けた油圧モータ703の回転軸に連結されて駆動回
転するように構成されている。そして、前記車輪702の
軸には、前記した軌条1、1’の上フランジ1a上面に
設けたラック501と噛み合って摩擦付与機構5を構成す
る歯付き歯車502が一体回転するように固着されてい
る。又、前記機枠701における左右側部の下部内側に
は、軌条1、1’の上フランジ1aの下面に当接するガ
イド車輪704が遊転自在に支持され、このガイド車輪704
と前記車輪702とで上フランジ1aを挟持し、脱輪しな
いように構成されている。In the drive mechanism 7, a wheel 702 is rotatably supported via a bearing between the left and right side portions of a machine frame 701 having a substantially U-shaped cross section, and the shaft of the wheel 702 is a side portion of the machine frame 701. It is configured to be connected to a rotary shaft of a hydraulic motor 703 attached to the outer surface to drive and rotate. A toothed gear 502 that meshes with a rack 501 provided on the upper surface of the upper flange 1a of the rail 1 or 1'is fixed to the shaft of the wheel 702 so as to integrally rotate. There is. A guide wheel 704, which comes into contact with the lower surface of the upper flange 1a of the rail 1 or 1 ', is rotatably supported inside the lower left and right side portions of the machine frame 701.
The upper flange 1a is sandwiched between the wheel 702 and the wheel 702 so that the wheel cannot be removed.
【0017】リフター機構2は、前記フレーム6の上フ
ランジ6aを貫通して支持した鉛直方向高さ調整用の油
圧ジャッキ201におけるロッド先端に球面座を介して受
け板202が水平に取り付けられて構成されている。そし
て、前記油圧ジャッキ201はフレーム6の上フランジ6
aに形成した案内長孔9に沿って左右移動可能に支持さ
れると共に、左右の油圧ジャッキ201,201は前記フレー
ム6に支持した横移動機構3で連結されている。その横
移動機構3は水平油圧ジャッキ301で構成され、左右の
リフター機構2に夫々取り付け、その作動は左右の水平
油圧ジャッキ301、301を同調させて行い、左右のリフタ
ー機構2が間隔を保持した状態で左右方向(橋軸と直交
する方向)に移動するようにしてある。従って、横移動
機構3を構成する左右の水平油圧ジャッキ301が作動す
ることで、受け板202を備えた左右の油圧ジャッキ201,
201は両ジャッキの間隔を保った状態で案内長孔9内を
左右方向に移動される。それにより、重量物Wの送り出
し方向を左右に調整することができる。尚、横移動機構
3を構成する水平油圧ジャッキ301は、両ロッド型の油
圧ジャッキを用い、その左右のロッド先端を左右のリフ
ター機構に連結してもよい。The lifter mechanism 2 is constructed by horizontally attaching a receiving plate 202 via a spherical seat to a rod tip of a hydraulic jack 201 for vertical height adjustment which is supported by penetrating the upper flange 6a of the frame 6. Has been done. The hydraulic jack 201 is provided on the upper flange 6 of the frame 6.
The left and right hydraulic jacks 201, 201 are connected to each other by a lateral movement mechanism 3 supported on the frame 6 while being supported so as to be movable left and right along the guide elongated hole 9 formed in a. The lateral movement mechanism 3 is composed of a horizontal hydraulic jack 301, which is attached to the left and right lifter mechanisms 2 respectively, and its operation is performed by synchronizing the left and right horizontal hydraulic jacks 301 and 301, and the left and right lifter mechanisms 2 maintain a distance. It is designed to move in the left-right direction (direction orthogonal to the bridge axis) in this state. Therefore, when the left and right horizontal hydraulic jacks 301 constituting the lateral movement mechanism 3 are activated, the left and right hydraulic jacks 201 having the receiving plate 202,
201 is moved to the left and right in the guide slot 9 with the distance between both jacks maintained. Thereby, the feeding direction of the heavy load W can be adjusted to the left and right. The horizontal hydraulic jack 301 that constitutes the lateral movement mechanism 3 may be a double rod type hydraulic jack, and the tip ends of the left and right rods thereof may be connected to the left and right lifter mechanisms.
【0018】上記の如く構成した台車ブロックcを、送
り出す重量物Wの長さ等に応じて複数個を連結して自走
台車Cが構成される。その連結個数は、少なくとも2個
以上である。その台車ブロックc同士を連結する形態
は、台車ブロックcを構成するフレーム6に懸架された
駆動機構7の機枠701の外側面の前後部に連結用凸部9
を突設し、橋軸方向に沿って配置した台車ブロックcの
駆動機構7同士を、前記連結用凸部9を突合せ、両連結
用凸部9に亘って連結キー10を嵌着して連結する。こ
の連結は、台車ブロックcの左右両側部を連結するた
め、連結した台車ブロックcは一本化され、全体が一直
線状となり直線走行に好適である。その反面、連結した
各台車ブロックcは自由度が拘束されるため、カーブし
た軌条には不向きである。The self-propelled carriage C is constructed by connecting a plurality of the carriage blocks c configured as described above according to the length of the heavy object W to be sent out and the like. The number of connections is at least two or more. The form in which the bogie blocks c are connected to each other is such that the connecting projections 9 are provided on the front and rear portions of the outer surface of the machine frame 701 of the drive mechanism 7 suspended on the frame 6 which constitutes the bogie block c.
And the drive mechanisms 7 of the bogie block c arranged along the bridge axis direction are connected to the connecting projections 9 and the connecting key 10 is fitted over both connecting projections 9 to connect them. To do. Since this connection connects the left and right side portions of the bogie block c, the bogie blocks c that are connected are unified, and the whole is in a straight line, which is suitable for straight running. On the other hand, since each connected bogie block c has a limited degree of freedom, it is not suitable for a curved rail.
【0019】上記した台車ブロックcは1本物のフレー
ムで構成した形態であるが、該台車ブロックのフレーム
は複数部材の連結で構成してもよい。即ち、フレームを
中間部材とその左右両側に左・右側部材を一直線状に配
置し、その中間部材と左・右側部材の突き合わせ部を連
結プレートを用い、ボルト・ナットで締結して一本化し
てもよい。この構成においては、中間部材又は左・右側
部材の長さを変えることで、フレームの長さを長短変更
することができ、軌条幅に対応することができる。又、
上記の如く三部材の連結でフレームを構成した場合、該
フレームの左・右側部材に装着される左右一対のリフタ
ー機構2を左右方向に移動させる横移動機構3は、中間
部材に取り付け、左・右側部材に支持するリフター機構
2の鉛直方向高さ調整用の油圧ジャッキ201,201とは別
途継ぎ部材を用い、その継ぎ部材の長さを変えて対応す
ることで、前記フレームの長さ変更に対処することがで
きる。Although the trolley block c described above is formed by a single frame, the frame of the trolley block may be formed by connecting a plurality of members. That is, the frame is arranged in a straight line with the left and right members on the left and right sides of the intermediate member, and the abutting portions of the intermediate member and the left and right members are joined together using bolts and nuts to unify them. Good. In this configuration, the length of the frame can be changed by changing the length of the intermediate member or the left and right members, and the width of the rail can be accommodated. or,
When the frame is formed by connecting the three members as described above, the lateral movement mechanism 3 that moves the pair of left and right lifter mechanisms 2 mounted on the left and right members of the frame in the left-right direction is attached to the intermediate member, By using a joint member separately from the hydraulic jacks 201, 201 for adjusting the height in the vertical direction of the lifter mechanism 2 supported on the right side member, the length of the joint member can be changed by changing the length of the joint member. Can be dealt with.
【0020】また、台車ブロックcのフレームに懸架す
る駆動機構7の車輪702と軌条1、1’とのスリップを
防止する摩擦付与手段は、前記したラックとピニオン方
式に限らず、他の方式、例えば、軌条1,1’の上フラ
ンジ下面に対して、駆動機構7の機枠に取り付けた油圧
ジャッキで転動部材を押し付け、該軌条1,1’の上フ
ランジを駆動機構の車輪と前記転動部材で挟持し、それ
により車輪の回転に摩擦抵抗を与え、スリップの発生を
防止するようにしてもよい。尚、油圧ジャッキで上フラ
ンジの下面に押圧接する転動部材の形態としては、クロ
ーラタイプ、ローラタイプ等、車輪の回転走行を阻害し
ないものであればよい。勿論、この摩擦付与機構は、前
記したラック501と歯付き歯車502からなる方式と併用し
てもよいものである。更に、この摩擦付与機構は、軌条
1,1’の全長に設けても良いが、自走台車Cへの負荷
(荷重)が減少する軌条の終端寄りにのみ設けて、自走
台車Cのスリップを防止するようにしてもよい。Further, the friction applying means for preventing the slip between the wheels 702 of the drive mechanism 7 suspended on the frame of the truck block c and the rails 1, 1'is not limited to the rack and pinion method described above, but other methods, For example, the rolling member is pressed against the lower surface of the upper flange of the rail 1, 1 ′ by a hydraulic jack attached to the machine frame of the drive mechanism 7, and the upper flange of the rail 1, 1 ′ is connected to the wheels of the drive mechanism and the rolling member. It may be sandwiched by a moving member, thereby giving a frictional resistance to the rotation of the wheel and preventing the occurrence of slip. The form of the rolling member that is pressed against the lower surface of the upper flange by the hydraulic jack may be any type such as a crawler type or a roller type as long as it does not hinder the rotational running of the wheels. Of course, this friction imparting mechanism may be used in combination with the above-described system including the rack 501 and the toothed gear 502. Further, this friction imparting mechanism may be provided along the entire length of the rails 1 and 1 ', but it is provided only near the end of the rail where the load (load) on the self-propelled carriage C is reduced, and the slip of the self-propelled carriage C is prevented. May be prevented.
【0021】更に、台車ブロックc相互の連結は、台車
ブロックを構成するフレームの幅方向の略中央部の前後
端部に連結用突片を突設し、前後に配置する台車ブロッ
クの連結用突片同士に亘って連結用ピンを挿着して連結
する。この場合、台車ブロックは幅方向の略中央部一箇
所で連結されるため、連結された各台車ブロックは台車
ブロック相互間の範囲内で自由に水平回動可能となり、
カーブした軌条に沿った走行に好適である。Further, the trolley blocks c are connected to each other by providing connecting lugs at the front and rear end portions of the frame forming the trolley blocks at substantially the center in the width direction, and connecting lugs of the trolley blocks arranged in the front and rear. A connecting pin is inserted and connected across the pieces. In this case, since the bogie blocks are connected to each other at substantially one central portion in the width direction, the connected bogie blocks can be freely horizontally rotated within the range between the bogie blocks,
Suitable for running along curved rails.
【0022】ピアB上に設置する送り台Dは、図6及び
図7に示すように、基板11上に機体12の幅方向両側
が多数本の鉛直用油圧ジャッキ13で支持され、該機体
12を宙に浮いた状態に架設し、その機体12の外側周
面にクローラ14が無端回動可能に巻装されている。
又、上記機体12を支持した各鉛直用油圧ジャッキ13
は、連結台板15で連結され、その連結台板15の略中
央位置が前記基板11に対して水平旋回可能に軸止され
ている。更に前記基板11上には機体12の長手方向の
前後部に位置して該基板11と連結台板15との亘って
方向修正用油圧ジャッキ16,16’が取り付けられ、
この方向修正用油圧ジャッキ16,16’の作動でクロ
ーラ14が巻装された機体12の向きを修正できるよう
に構成されている。As shown in FIGS. 6 and 7, the feed table D installed on the pier B is supported on the board 11 by a large number of vertical hydraulic jacks 13 on both sides of the machine body 12 in the width direction. Is suspended in the air, and a crawler 14 is wound around the outer peripheral surface of the machine body 12 so as to be endlessly rotatable.
Also, each vertical hydraulic jack 13 supporting the above-mentioned airframe 12
Are connected by a connecting base plate 15, and a substantially central position of the connecting base plate 15 is axially fixed to the substrate 11 so as to be horizontally rotatable. Further, on the base plate 11, hydraulic jacks 16 and 16 'for correcting the direction are mounted at the front and rear portions in the longitudinal direction of the machine body 12 and extending between the base plate 11 and the connection base plate 15,
The direction correction hydraulic jacks 16 and 16 'are operated to correct the direction of the machine body 12 around which the crawler 14 is wound.
【0023】次に、上記した自走台車Cと送り台Dを用
いて橋桁Wを送り出す送り出し工法について説明する。
先ず、ピアB1手前に設置した組立ヤードA上に軌条
1,1’を平行に敷設し、その軌条1,1’に、台車ブ
ロックcを少なくとも2個以上連結した自走台車Cを載
せ、その自走台車Cを構成する台車ブロックcのフレー
ム6に配置したリフター機構2の受け板202上に橋桁W
を載置する。この時、橋桁Wが長尺物であると該橋桁は
弓形に撓むが、台車ブロックcのフレーム6に配置した
リフター機構2の受け板202は油圧ジャッキ201で上下昇
降自在であるため、各油圧ジャッキ201の油圧を同圧に
することで、橋桁の荷重を均等に受けることができる。
即ち、その橋桁の荷重を自走台車Cの全てのリフター機
構2の受け板202で受けることができる。Next, a method for sending out the bridge girder W using the above-described self-propelled carriage C and feed stand D will be described.
First, rails 1, 1'are laid in parallel on the assembly yard A installed in front of the pier B1, and the self-propelled carriage C in which at least two carriage blocks c are connected is placed on the rails 1, 1 '. The bridge girder W is mounted on the receiving plate 202 of the lifter mechanism 2 arranged on the frame 6 of the bogie block c that constitutes the self-propelled bogie C.
To place. At this time, if the bridge girder W is a long one, the bridge girder flexes in an arch shape, but since the receiving plate 202 of the lifter mechanism 2 arranged on the frame 6 of the carriage block c can be moved up and down by the hydraulic jack 201, By making the hydraulic pressure of the hydraulic jack 201 the same, the load of the bridge girder can be evenly received.
That is, the load of the bridge girder can be received by the receiving plates 202 of all the lifter mechanisms 2 of the self-propelled carriage C.
【0024】そして、自走台車Cを構成する台車ブロッ
クcの駆動機構7を作動させることで該自走台車Cは走
行し、橋桁Wを送り出すことができる。その送り出しに
おいて、送り出し方向が水平面に対して上下方向に傾斜
する場合は、台車ブロックcに設けたリフター機構2の
鉛直方向高さ調整用の油圧ジャッキ201を操作して該橋
桁を所定の傾きに支持し、送り出すことができる。又、
送り出し方向を水平方向左右に角度をつけて送り出す場
合は、台車ブロックcに配置した左右一対のリフター機
構2を横移動機構3の油圧ジャッキ301で橋軸と直交す
る方向に移動させることで、送り出し方向を左右方向に
修正することができる(図8(a)、(b)参照)。Then, by operating the drive mechanism 7 of the carriage block c constituting the self-propelled carriage C, the self-propelled carriage C can travel and send out the bridge girder W. In the delivery, when the delivery direction inclines vertically with respect to the horizontal plane, the hydraulic jack 201 for adjusting the vertical height of the lifter mechanism 2 provided in the carriage block c is operated to set the bridge girder to a predetermined inclination. Can support and send out. or,
When sending out at an angle to the left and right in the horizontal direction, the pair of left and right lifter mechanisms 2 arranged in the carriage block c is moved by the hydraulic jacks 301 of the lateral movement mechanism 3 in the direction orthogonal to the bridge axis. The direction can be corrected to the left and right (see FIGS. 8A and 8B).
【0025】更に、送り出し作業が進行し、橋桁Wの先
部が組立ヤードA前方のピアB1上の送り台Dに乗り移
った場合、自走台車Cに作用する負荷(荷重)は最初の
状態より軽くなる。この時、台車ブロックcの駆動機構
7には摩擦付与機構5が設けられているため、自走台車
Cに作用する負荷が軽減した場合でも、自走台車Cは摩
擦付与機構5の作用で確実に移動し、台車がスリップす
るのを解消する。又、水平方向にカーブした橋桁の場合
は、前記した自走台車Cの横移動機構3を調整すると共
に、ピアB1上に設置した送り台Dに装備されている方
向修正用油圧ジャッキ16、16’を操作することで、
送り出し方向を修正しながら連続して送り出すことが出
来る(図9(a)、(b)参照)。従って、組立ヤード
上の軌条1,1’に載せた自走台車のみで橋桁を確実に
送り出すことができると共に、カーブ桁などを送り出す
場合でも、本台車に装備したリフター機構2(油圧ジャ
ッキ201)、及びリフター機構2を台車ブロックのフレ
ーム長さ方向に移動させる横移動機構3(油圧ジャッキ
301)を操作することで、所定の送り出しを行うことが
できる。又、自走台車は台車ブロックの連結個数に関係
なく、各ブロックに装備したリフター機構で全荷重を均
等に受けるため、軌条から荷重までの高さは台車ブロッ
クの連結個数に関係なく、常に一定である。Further, when the feeding work progresses and the tip of the bridge girder W is transferred to the feed table D on the pier B1 in front of the assembly yard A, the load (load) acting on the self-propelled carriage C is higher than that in the initial state. It gets lighter. At this time, since the friction imparting mechanism 5 is provided in the drive mechanism 7 of the carriage block c, even if the load acting on the self-propelled carriage C is reduced, the self-propelled carriage C is surely operated by the friction imparting mechanism 5. Go to and eliminate the dolly slip. Also, in the case of a bridge girder that is curved in the horizontal direction, the lateral movement mechanism 3 of the self-propelled carriage C is adjusted, and the hydraulic jacks 16 and 16 for direction correction mounted on the feed table D installed on the pier B1 are adjusted. By operating
It is possible to feed continuously while correcting the feeding direction (see FIGS. 9A and 9B). Therefore, the bridge girder can be reliably sent out only by the self-propelled carriage mounted on the rails 1, 1'on the assembly yard, and even when the curved girder is sent out, the lifter mechanism 2 (hydraulic jack 201) equipped to the main carriage. , And the lateral movement mechanism 3 (the hydraulic jack) for moving the lifter mechanism 2 in the frame length direction of the bogie block.
By operating 301), it is possible to send out a predetermined amount. In addition, since the self-propelled carriage receives the entire load evenly by the lifter mechanism installed in each block regardless of the number of connected truck blocks, the height from the rail to the load is always constant regardless of the number of connected truck blocks. Is.
【0026】[0026]
【発明の効果】本発明の橋桁の送り出し工法は請求項1
記載の構成により、組立ヤード上に敷設した軌条に載せ
た台車の走行で、該軌条の始端から終端まで確実に橋桁
の送り出しを行なうことが出来る。しかも、その送り出
しは、上下方向および水平左右方向を調整しながら送り
出すことが出来る。又、請求項2記載の構成により、台
車を構成する各台車ブロックには荷重が均等に作用する
ため、台車ブロックの連結個数に関係なく、橋桁を支持
する高さ位置は常に一定である。因って、台車ブロック
の連結台数によって橋桁を支持する位置が高低変化する
従来の問題点を解消することができる。そして、別途他
の推力装置を使用する必要がないため、連続の送り出し
作業をスムーズに行なうことができる。更に、請求項3
記載の構成により、送り出し後半における荷重の抜けに
対しても確実に推力を発生できる。因って、軌条の始端
から終端まで台車での送り出しを連続して確実に行うこ
とが出来る。The method of sending out the bridge girder of the present invention is claimed in claim 1.
With the configuration described above, the bridge girder can be reliably delivered from the start end to the end of the rail by running a truck mounted on the rail laid on the assembly yard. Moreover, the delivery can be performed while adjusting the vertical direction and the horizontal horizontal direction. Further, according to the second aspect of the present invention, the load acts evenly on each bogie block constituting the bogie, so that the height position for supporting the bridge girder is always constant regardless of the number of connected bogie blocks. Therefore, the conventional problem that the position of supporting the bridge girder changes in height depending on the number of connected bogie blocks can be solved. Further, since it is not necessary to use another thrust device separately, continuous feeding work can be smoothly performed. Further, claim 3
With the configuration described above, thrust can be reliably generated even when the load is lost in the latter half of the feeding. Therefore, it is possible to continuously and reliably send out the rail from the start end to the end of the rail by the truck.
【図1】本発明の送り出し工法を示す説明図である。FIG. 1 is an explanatory view showing a delivery method of the present invention.
【図2】組立ヤード上の自走台車及びピア上の送り台を
示す側面図である。FIG. 2 is a side view showing a self-propelled carriage on an assembly yard and a feed carriage on a pier.
【図3】自走台車を示す斜視図である。FIG. 3 is a perspective view showing a self-propelled carriage.
【図4】同一部切欠拡大側面図である。FIG. 4 is a cutaway enlarged side view of the same portion.
【図5】図4の(5)−(5)線に沿える縦断面図であ
る。5 is a vertical sectional view taken along line (5)-(5) of FIG.
【図6】送り台を示す平面図である。FIG. 6 is a plan view showing a feed table.
【図7】図6の(7)−(7)線に沿える断面図であ
る。FIG. 7 is a cross-sectional view taken along line (7)-(7) of FIG.
【図8】自走台車及び送り台を調整して送り出す状態を
示す説明図である。FIG. 8 is an explanatory view showing a state in which the self-propelled carriage and the feed base are adjusted and sent out.
【図9】同カーブ送り出しを示す説明図である。FIG. 9 is an explanatory view showing the sending out of the curve.
A…組立ヤード B1〜B5…ピア
C…自走台車 D…送り台
1,1’…軌条 2…リフ
ター機構
3…横移動機構 4…ブレーキ機
構
5…摩擦付与機構 c…台車ブロッ
ク
6…フレーム 7…駆動機構A ... Assembly yard B1-B5 ... Pier C ... Self-propelled carriage D ... Feed stand 1, 1 '... Rail 2 ... Lifter mechanism 3 ... Lateral movement mechanism 4 ... Brake mechanism 5 ... Friction imparting mechanism c ... Truck block 6 ... Frame 7 … Drive mechanism
Claims (3)
り出し架設する工法であって、組立ヤードに敷設した平
行な軌条上に自力走行可能な台車、又は外部の力で走行
する台車を載せ、ピア上には送り台を載置し、前記台車
は載承する橋桁を上下し得るリフター機構と、載承した
橋桁を送り出し方向と直交する方向に移動調整する横移
動機構を備え、前記リフター機構及び横移動機構を操作
しながら軌条の始端から終端まで前記台車の走行で橋桁
を送り出すことを特徴とする橋桁の送り出し工法。1. A method of constructing a bridge girder by sending it out from an assembly yard to a pier in front of the pier, and mounting a bogie capable of traveling by itself or a bogie traveling by an external force on parallel rails laid in the assembly yard, The feed platform is mounted on the pier, and the cart is provided with a lifter mechanism capable of moving up and down the supported bridge girder, and a lateral movement mechanism for moving and adjusting the mounted bridge girder in a direction orthogonal to the sending direction. And a method for sending out a bridge girder, characterized in that the bridge girder is sent out by running the trolley from the start end to the end of the rail while operating the lateral movement mechanism.
ぐ長さを有したフレームと、軌条幅に合わせてフレーム
に垂下取り付けた軌条の上面を走行する車輪を備えた駆
動機構と、フレームの上面に略軌条幅に合わせて配置し
た左右一対の上下昇降自在なリフター機構を有する台車
ブロックを、少なくとも軌条方向に2個以上連結された
自走台車である請求項1記載の橋桁の送り出し工法。2. The trolley comprises a frame having a length straddling a rail laid in parallel, a drive mechanism having wheels running on an upper surface of the rail suspended from the frame according to the rail width, and a frame. The method of sending out bridge girders according to claim 1, wherein the bogie block is a self-propelled bogie in which at least two bogie blocks having a pair of left and right lifter mechanisms which can be moved up and down are arranged on the upper surface of the rail in accordance with a substantially rail width. .
する摩擦付与機構を備え、これにより車輪のスリップを
防止し、台車の走行で橋桁を送り出すことを特徴とする
請求項2記載の橋桁の送り出し工法。3. The truck according to claim 2, further comprising a friction imparting mechanism for imparting a frictional force between the truck and the rail, thereby preventing wheel slippage and feeding the bridge girder when the truck travels. Method for sending out bridge girders.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2002092331A JP3641617B2 (en) | 2002-03-28 | 2002-03-28 | Bridge girder delivery method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009114853A (en) * | 2009-01-23 | 2009-05-28 | Okkusu Jack Kk | Weight transporter with built-in propulsive mechanism |
JP2015117468A (en) * | 2013-12-16 | 2015-06-25 | 株式会社Ihiインフラシステム | Heavy cargo guide device |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN108894106A (en) * | 2018-06-28 | 2018-11-27 | 安徽东方钢结构有限公司 | A kind of track girder long range overhead device |
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JPS63151514U (en) * | 1987-03-19 | 1988-10-05 | ||
JPH02148100U (en) * | 1989-05-15 | 1990-12-17 | ||
JPH07116830B2 (en) * | 1986-04-04 | 1995-12-18 | 岡部株式会社 | Traveling cart for moving formwork equipment |
JPH09156500A (en) * | 1995-12-08 | 1997-06-17 | Toutetsu Kogyo Kk | Rack type rail road transportation device and track construction method using it |
JP2001172918A (en) * | 1999-12-15 | 2001-06-26 | Otaki Yuatsu:Kk | Erection costruction method for bridge |
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2002
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Patent Citations (5)
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JPH07116830B2 (en) * | 1986-04-04 | 1995-12-18 | 岡部株式会社 | Traveling cart for moving formwork equipment |
JPS63151514U (en) * | 1987-03-19 | 1988-10-05 | ||
JPH02148100U (en) * | 1989-05-15 | 1990-12-17 | ||
JPH09156500A (en) * | 1995-12-08 | 1997-06-17 | Toutetsu Kogyo Kk | Rack type rail road transportation device and track construction method using it |
JP2001172918A (en) * | 1999-12-15 | 2001-06-26 | Otaki Yuatsu:Kk | Erection costruction method for bridge |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009114853A (en) * | 2009-01-23 | 2009-05-28 | Okkusu Jack Kk | Weight transporter with built-in propulsive mechanism |
JP2015117468A (en) * | 2013-12-16 | 2015-06-25 | 株式会社Ihiインフラシステム | Heavy cargo guide device |
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