JPH0313496A - Crane running rail connecting device - Google Patents

Crane running rail connecting device

Info

Publication number
JPH0313496A
JPH0313496A JP14680489A JP14680489A JPH0313496A JP H0313496 A JPH0313496 A JP H0313496A JP 14680489 A JP14680489 A JP 14680489A JP 14680489 A JP14680489 A JP 14680489A JP H0313496 A JPH0313496 A JP H0313496A
Authority
JP
Japan
Prior art keywords
crane
rail
building
connecting device
running
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
JP14680489A
Other languages
Japanese (ja)
Inventor
Fumiyoshi Oome
大目 二三由
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.)
Hitachi Ltd
Original Assignee
Hitachi 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 Hitachi Ltd filed Critical Hitachi Ltd
Priority to JP14680489A priority Critical patent/JPH0313496A/en
Publication of JPH0313496A publication Critical patent/JPH0313496A/en
Pending legal-status Critical Current

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  • Leg Units, Guards, And Driving Tracks Of Cranes (AREA)

Abstract

PURPOSE:To relieve impact at the time of a crane passing between plural buildings so as to obtain the smooth running of the crane hy providing a free roller at a connecting rail installed parallel to a crane running rail. CONSTITUTION:When the relative displacement of a building is generated, for instance, in case the spacing of buildings becomes smaller than normal, a connecting rail 1 slides on a free roller. In this case, as the A building crane running rail 2 side end part of the connecting rail 1 is fixed at an A building crane girder 4, these relative positions are unchanged, but the connecting rail 1 juts out on the B building crane girder 5 side. As the free roller is thus installed rotatably on a bearing according to the movement of the connecting rail 1, the movement of the connecting rail 1 is not constrained. A crane can therefore travel smoothly between plural buildings with different foundation slabs.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明はクレーンに係り、特に、基礎スラブを異にする
複数の建屋間をクレーンが円滑に往来することに好適な
りレーン走行レール接続装置に関する。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a crane, and particularly relates to a lane running rail connecting device suitable for allowing a crane to smoothly move between a plurality of buildings with different foundation slabs. .

〔従来の技術〕[Conventional technology]

従来、クレーンをはじめとするホイスト等の鴇り装置の
レール接続には、レールの張り出し、回転、平行移動、
或いは、単に接続するレールの間隙を小さくする等の手
段が用いられてきた。
Conventionally, rail connections for cranes and other hoisting equipment involve extending, rotating, parallelly moving, and
Alternatively, measures such as simply reducing the gap between the connecting rails have been used.

尚、従来の技術には、クレーンガーダに関連するものと
して1例えば、特開昭61−127595号公報が挙げ
られる。
Incidentally, as a conventional technique related to a crane girder, for example, Japanese Patent Application Laid-Open No. 127595/1983 can be cited.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

上記の従来技術は接続するレール相互の位置の自然発生
的変位については考慮されておらず、複数の建屋間をク
ーレーンが往来することを想定した場合、建屋の相対変
位に追従することが不可能であった。最も一般的な例と
して、単純にレールを直列に接続する場合、レールの間
隙の極小化に努めるが、基礎スラブを異にする複数の建
屋に布設されたレールでは建屋の間隙が小さくなった時
にレール同士が接触して応力がレール、及び、レール取
り付は部に集中して破壊してしまうことがあり得る。こ
れを防ぐには、レール相互の間隙を建屋のそれと同等に
しておく必要がある0次に、クレーン走行時に於いて、
レールの間隙を通過する際にクレーンの走行車輪がレー
ル間隙にはまり、その衝撃で吊り荷の玉掛はローブやフ
ックが外れたり、クレーン走行車軸やレール端部に悪影
響を及ぼす要因になり得る他、衝撃を避けるための走行
速度緩和に対しては搬送作業の能率低下等の問題があっ
た。
The above conventional technology does not take into account naturally occurring displacements in the mutual positions of the connected rails, and is unable to follow the relative displacements of the buildings when it is assumed that the cooling lanes will move between multiple buildings. Met. The most common example is when simply connecting rails in series, efforts are made to minimize the gap between the rails, but when rails are installed in multiple buildings with different foundation slabs, when the gap between the buildings becomes small. When the rails come into contact with each other, stress may concentrate on the rails and rail attachments, causing them to break. To prevent this, the gap between the rails must be equal to that of the building. Next, when the crane is running,
When passing through the rail gap, the crane's running wheels get stuck in the rail gap, and the impact can cause the lobes and hooks of the suspended load to come off, which can adversely affect the crane's running axle and the end of the rail. Reducing the traveling speed to avoid shocks caused problems such as a decrease in the efficiency of transport operations.

本発明の目的は複数の建屋間をクレーンが通過する際の
衝撃を緩和し1円滑なりレーンの走行を得ることにある
An object of the present invention is to reduce the impact when a crane passes between a plurality of buildings and to allow the crane to run smoothly in one lane.

〔課題を解決するための手段〕[Means to solve the problem]

上記目的は、クレーン走行レールの間隙部にクレーン走
行レールと平行に、更に、レールを設置することにより
達成される。
The above object is achieved by further installing a rail in the gap between the crane running rails and parallel to the crane running rails.

接続装置のレール踏面ば、建屋の相対変位に対応できる
ように、クレーン走行レール双方の端部にオーバーラツ
プし、且つ、一方、或いは、両端が建屋に固定されない
状態とする。接続装置レールの下部にはローラ(軸受等
)を設け、接続装置レールにかかる荷重を受け、又、建
屋の動きに束縛されない様にする。接続装置レールとク
レーン走行レールの間隔は隣接する建屋相互のレールと
直角方向の変位にも対応できるようにしておく。
The rail tread surface of the connecting device overlaps both ends of the crane traveling rail, and one or both ends are not fixed to the building so as to be able to cope with relative displacement of the building. A roller (bearing, etc.) is provided at the bottom of the connecting device rail to bear the load on the connecting device rail and to prevent it from being constrained by the movement of the building. The spacing between the connecting device rail and the crane travel rail should be such that it can accommodate displacement between adjacent buildings in the direction perpendicular to the rail.

更に、クレーン走行車輪はクレーン走行レールと接続装
置レールの両方を同時に走行できるだけの踏面の幅を持
つ。
Furthermore, the crane running wheels have a tread width sufficient to simultaneously run on both the crane running rail and the connecting equipment rail.

〔作用〕[Effect]

接続装置レールは踏面をクレーン走行レールに合わせて
建屋間に橋を渡すに設置し、クレーン走行車輪はクレー
ン走行レールと接続装置レールを同時に走行できるだけ
の踏面を設けるため、建屋側のクレーン走行レール間隙
部でも段差の無い平坦なりレーン走行軌道を確保し、又
、その軌道上をクレーン車輪は円滑に走行する。
The connecting device rail is installed across the bridge between buildings with the tread aligned with the crane running rail, and the crane running wheel has enough tread to run on the crane running rail and the connecting device rail at the same time, so the gap between the crane running rail on the building side is A flat lane running track with no steps is ensured even in the middle of the road, and the crane wheels run smoothly on the track.

接続装置レールは一方の建屋側はその端部を固定するが
、もう一方の建屋側は固定せず、建屋の変位に合わせて
自由に移動しながらもクレーン走行軌道を平坦に保ち続
ける。
The connecting device rail is fixed at its end on one side of the building, but is not fixed on the other side, allowing it to move freely in accordance with the displacement of the building while keeping the crane travel track flat.

接続装置レールの自由端は、下部にローラを設け、接続
装置レールの移動を円滑にするとともに接続装置レール
にかかる荷重を受ける様にする。
The free end of the connecting device rail is provided with rollers at the bottom to facilitate movement of the connecting device rail and to take loads on the connecting device rail.

又、ローラのケーシングの側壁で接続装置レールのレー
ルと直角方向のずれを防止する。
Also, the side wall of the roller casing prevents the connecting device rail from shifting in the direction perpendicular to the rail.

〔実施例〕〔Example〕

以下1本発明の一実施例を図面により説明する。 An embodiment of the present invention will be described below with reference to the drawings.

第1図はクレーン走行レール接続装置を建屋間に設置し
た状態を示す、A建屋クレーン走行レール2とB建屋ク
レーン走行レール3は、各々、A建屋クレーンガーダ4
とB建屋クレーンガーダ5に固定されており、A建屋ク
レーン走行レール2とB建屋クレーン走行レール3は直
列に据付けられている。Ag屋クレーン走行レール2と
B建屋クレーン走行レール3に平行に接続装置レール1
を設置する。接続装置レール1の一端はA建屋クレーン
ガーダ4に固定し、他端はBt!ffiクレーンガーダ
5に設置したフリーローラ8に載せる。接続装置レール
1の踏面はA建屋クレーン走行レール2とB建屋クレー
ン走行レール3に合わせる。
Fig. 1 shows a state where the crane running rail connection device is installed between buildings.The A building crane running rail 2 and the B building crane running rail 3 are connected to the A building crane girder 4.
and is fixed to the B building crane girder 5, and the A building crane running rail 2 and the B building crane running rail 3 are installed in series. Connecting device rail 1 parallel to Ag shop crane running rail 2 and B building crane running rail 3
Set up. One end of the connecting device rail 1 is fixed to the A building crane girder 4, and the other end is fixed to the Bt! Place it on the free roller 8 installed on the ffi crane girder 5. The treads of the connecting device rail 1 are aligned with the A building crane running rail 2 and the B building crane running rail 3.

クレーン走行車輪6の踏面はレールの踏面2本分とA建
屋クレーン走行レール2と接続装置レール1を加えた以
上の幅を持つ、又、踏面の中央にはクレーンの走行軌道
のずれを防止するためのつば7を設ける。
The treads of the crane running wheels 6 have a width equal to or greater than the sum of the two rail treads, the A building crane running rail 2, and the connecting device rail 1, and the center of the tread has a width that prevents the crane running track from shifting. A collar 7 is provided for this purpose.

第2図にフリーローラ8の状態を示す、フリーローラ8
は複数個の軸受9の上に載せ、建屋の変位に対して円滑
に接続装置レール1がスライドするようにしている。フ
リーローラ8のケーシング1oは、その側壁で接続装置
レール1の横ずれを防止するガイドを兼ねている。
The state of the free roller 8 is shown in FIG.
is mounted on a plurality of bearings 9 so that the connecting device rail 1 slides smoothly against the displacement of the building. The casing 1o of the free roller 8 also serves as a guide to prevent the connecting device rail 1 from shifting laterally with its side wall.

クレーンは走行中1通常、クレーン走行車輪6のクレー
ン走行レール側の踏面でその荷重を支え、走行軌道を保
持しているが走行レール端部に近づいた時に接続装置レ
ール1側の踏面との両方で荷重を支える。A建屋走行レ
ール2の終端連通んだ時にクレーン走行車輪がクレーン
の荷重を伝える踏面は接続装置レール1側のみとなる。
While the crane is running, the treads on the crane running rail side of the crane running wheels 6 normally support the load and maintain the running track, but when approaching the end of the running rail, both the treads on the connecting device rail 1 side supports the load. When the terminal ends of the A building traveling rails 2 are connected, the treads on which the crane traveling wheels transmit the load of the crane are only on the connecting device rail 1 side.

接続装置レール1とA建屋クレーン走行レール2の踏面
ば、レベルを合わせであるので、クレーンが乗り移る際
の段差、及び、段差を通過する時の衝撃は無い。
Since the treads of the connecting device rail 1 and the A building crane running rail 2 are at the same level, there is no difference in level when the crane transfers, and there is no impact when passing the difference in level.

同様の手順で、クレーンは接続装置レールからB建屋側
レール3に移動するが、この時も段差及び段差を通過す
る時の衝撃は無い。故に、クレーンが搬送作業に於いて
、間隙や段差を通過する際の衝撃も小さくするための速
度緩和や停止する等の配慮は不要となり、搬送作業の能
率向上が図れる。
Using the same procedure, the crane moves from the connecting device rail to the building B side rail 3, but at this time too, there is no impact when passing through the steps and steps. Therefore, during transportation work, it is no longer necessary to reduce the speed or stop the crane in order to reduce the impact when passing through gaps or steps, and the efficiency of the transportation work can be improved.

又、衝撃が無いので吊り荷の玉掛はローブやフックが外
れる懸念も解消されるため、安定な搬送作業が行なえる
。更には、クレーン走行レールの間隙を円滑に走行する
ため、間隙部通過の際のクレーン走行車輪6.クレーン
走行レールの破損のポテンシャルも減り、衝撃によるク
レーン本体メカニックへの影響も解消される。
In addition, since there is no impact, there is no concern that the robe or hook will come off when slinging a suspended load, so stable conveyance work can be performed. Furthermore, in order to smoothly run through the gap between the crane running rails, the crane running wheels 6. The potential for damage to the crane running rail is also reduced, and the impact of impact on the crane mechanics is also eliminated.

建屋の相対変位が発生した際、先ず、建屋の間隙が通常
より小さくなった場合、接続装置レール1はフリーロー
ラ8上をスライドする。この時。
When a relative displacement of the building occurs, firstly, if the gap between the buildings becomes smaller than usual, the connecting device rail 1 slides on the free roller 8. At this time.

接続装置レール1のA建屋クレーン走行レール2側端部
はA建屋クレーンガーダ4に固定されているので、これ
らの相対位置は不変だが、接続装置レール1はB建屋に
出張った状態になる0次に、建屋の間隙が通常より大き
くなった場合、接続装置レール1とA建屋クレーン走行
レール2.A建屋クレーンガーダ4との相対位置は同様
に不変であるが接続装置レール1は通常時よりBJl屋
からA建屋側に引込んだ状態となる。接続装置レール1
は考え得る建屋の相対変位の最大値をカバーし得る長さ
を持っているのでフリーローラ8から外れる事は無い。
Since the end of the connecting device rail 1 on the A building crane running rail 2 side is fixed to the A building crane girder 4, their relative positions remain unchanged, but the connecting device rail 1 is in a state of protruding into B building. In addition, if the gap between the buildings becomes larger than normal, the connecting device rail 1 and the building A crane travel rail 2. Although the relative position with respect to the crane girder 4 of building A remains unchanged, the connecting device rail 1 is retracted from the BJl building to the building A than usual. Connection device rail 1
has a length that can cover the maximum possible relative displacement of the building, so it will not come off the free roller 8.

フリーローラ8は接続装置レール1の動きに合わせて自
在に回転出来る様に軸受9上に設置されているので接続
装置レール1の動きを制約することは無い。
Since the free roller 8 is installed on a bearing 9 so as to be able to rotate freely according to the movement of the connecting device rail 1, the movement of the connecting device rail 1 is not restricted.

本実施例によれば、基礎スラブを異にする複数の建屋間
をクレーンが円滑に走行することが出来る。又、建屋の
変位に対しては、クレーン走行レールは何の影響も受け
ず、接続装置は建屋の変位に関係無くクレーンの軌道を
保持することが出来る。これにより前述の搬送作業の安
全性、効率。
According to this embodiment, the crane can smoothly travel between a plurality of buildings with different foundation slabs. Moreover, the crane running rail is not affected by the displacement of the building, and the connecting device can maintain the crane trajectory regardless of the displacement of the building. This improves the safety and efficiency of the aforementioned transport work.

クレーンの健全性を維持、向上することが出来る。It is possible to maintain and improve the health of the crane.

〔発明の効果〕〔Effect of the invention〕

本発明によれば、クレーンの安定走行軌道を確保するこ
とができるのでクレーン搬送作業の安全性の確保、効率
の向上、又、クレーン本体の健全性の維持等の効果があ
る。
According to the present invention, since it is possible to ensure a stable running trajectory for the crane, there are effects such as ensuring the safety of crane transport work, improving efficiency, and maintaining the soundness of the crane body.

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

第1図は本発明の一実施例の斜視図、第2図は本発明の
フリーローラの側面図を示す。 1・・・接続装置レール、2・・・A建屋クレーン走行
レール、−3・・・B建屋クレーン走行レール、4・・
・A建屋クレーンガーダ、5・・・B建屋クレーンガー
ダ。 6・・クレーン走行車輪、7・・・クレーン走行車輪中
央部つば、8・・・フリーローラ、9・・・軸受、10
・・・フリーローラのケーシング。 第1 図
FIG. 1 is a perspective view of an embodiment of the present invention, and FIG. 2 is a side view of the free roller of the present invention. 1... Connection device rail, 2... A building crane running rail, -3... B building crane running rail, 4...
・A building crane girder, 5... B building crane girder. 6... Crane running wheel, 7... Crane running wheel center rib, 8... Free roller, 9... Bearing, 10
...Free roller casing. Figure 1

Claims (1)

【特許請求の範囲】[Claims] 1、クレーン走行レールの接続装置に於いて、クレーン
走行レールと平行に設置した接続用レールに、フリーロ
ーラを設けたことを特徴とするクレーン走行レールの接
続装置。
1. A crane running rail connection device characterized in that a free roller is provided on a connecting rail installed parallel to the crane running rail.
JP14680489A 1989-06-12 1989-06-12 Crane running rail connecting device Pending JPH0313496A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14680489A JPH0313496A (en) 1989-06-12 1989-06-12 Crane running rail connecting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14680489A JPH0313496A (en) 1989-06-12 1989-06-12 Crane running rail connecting device

Publications (1)

Publication Number Publication Date
JPH0313496A true JPH0313496A (en) 1991-01-22

Family

ID=15415906

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14680489A Pending JPH0313496A (en) 1989-06-12 1989-06-12 Crane running rail connecting device

Country Status (1)

Country Link
JP (1) JPH0313496A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100429256B1 (en) * 1999-05-13 2004-04-28 현대중공업 주식회사 Procedure for container Crane Boom Hinge joint rail
JP5185617B2 (en) * 2005-03-24 2013-04-17 オリンパス株式会社 Repair method and apparatus
JP2014047569A (en) * 2012-08-31 2014-03-17 Railway Technical Research Institute Joint structure of deviation prevention guard for rail track

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100429256B1 (en) * 1999-05-13 2004-04-28 현대중공업 주식회사 Procedure for container Crane Boom Hinge joint rail
JP5185617B2 (en) * 2005-03-24 2013-04-17 オリンパス株式会社 Repair method and apparatus
JP2014047569A (en) * 2012-08-31 2014-03-17 Railway Technical Research Institute Joint structure of deviation prevention guard for rail track

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