JP3565294B2 - Crane vibration control structure - Google Patents

Crane vibration control structure Download PDF

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Publication number
JP3565294B2
JP3565294B2 JP14035695A JP14035695A JP3565294B2 JP 3565294 B2 JP3565294 B2 JP 3565294B2 JP 14035695 A JP14035695 A JP 14035695A JP 14035695 A JP14035695 A JP 14035695A JP 3565294 B2 JP3565294 B2 JP 3565294B2
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Prior art keywords
crane
machine room
buffer block
joined
rear direction
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Expired - Lifetime
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JP14035695A
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Japanese (ja)
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JPH08324967A (en
Inventor
隆弘 洞山
茂 岡野
Original Assignee
石川島播磨重工業株式会社
石川島運搬機械株式会社
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Priority to JP14035695A priority Critical patent/JP3565294B2/en
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Description

【0001】
【産業上の利用分野】
本発明は、クレーンの制振構造に係わり、特に機械室を制振構造に用いたクレーンの制振構造に関する。
【0002】
【従来の技術】
クレーンの地震に対する法定設計荷重は水平方向0.2Gであり、水平方向に自重の0.2倍の水平力が働いてもこれに耐えるようにしている。
また、特開昭55−101588号にはトロリにガーダレールのクランプ機構を設け、地震時にトロリをガーダに固定するようにした技術が開示されている。
【0003】
【発明が解決しようとする課題】
しかし、地震時に0.2Gを越える水平力が働いた場合、クレーンの破損や倒壊が発生するので、これらを可能な限り防止したい。また、地震時トロリをガーダに固定しても0.2G越える水平力が働いた場合、破損や倒壊を防止することはできない。このため、地震によるクレーンの揺れを抑制する制振装置を設ける必要があるが、かなりの重量とスペースが必要となる。
【0004】
本発明は上述の問題点に鑑みてなされたもので、既存の機械室を制振装置に利用したクレーン制振構造を提供することを目的とする。
【0005】
【課題を解決するための手段】
上記目的を達成するため、請求項1の発明では、クレーンの機械室をクレーンの前後方向に移動可能に支持する支持手段と、前記機械室の一方の側に一端が前記前後方向に接合され、クレーンに固定された第1の支持部材に他端が接合された第1の緩衝ブロックと、前記機械室の他方の側に一端が前後方向に接合され、クレーンに固定された第2の支持部材に他端が接合された第2の緩衝ブロックとを備え、
前記第1の緩衝ブロック及び第2の緩衝ブロックの各々は、対向する一対の端板と、該端板間にクレーンの前後方向に設けられたバネおよびダンパと、該端板どうしを接合しクレーンの前後方向の所定の水平力で切断する破断部材とを有する。
【0006】
請求項2の発明では、前記破断部材は前記端板とピンで接合し、所定の水平力でピンが切断するようにする。
【0007】
【作用】
請求項1の発明では、クレーンの機械室をクレーンの前後方向に移動可能に支持するが、機械室の一方の側に第1の緩衝ブロックの一端を前後方向に接合し、クレーンに固定された第1の支持部材に第1の緩衝ブロックの他端を接合する。同様に、機械室の他方の側に第2の緩衝ブロックの一端を前後方向に接合し、クレーンに固定された第2の支持部材に第2の緩衝ブロックの他端を接合する。これにより機械室は通常クレーンに固定され機械室として正常に働く。クレーンの前後方向に所定の水平力を越える力が働くと、破断部材が切断されて第1の緩衝ブロック及び第2の緩衝ブロックの各々はバネとダンパから構成されるようになり、機械室はクレーンからの水平力が伝達されなくなるのでほとんど静止し、クレーンとの相対運動が激しくなる。バネとダンパはこの相対運動を吸収するように働くのでクレーンの地震による振れを吸収して振動を減衰させる。所定の水平力としてクレーンの設計荷重の0.2Gを多少越える値とすると、クレーンの前後方向の地震水平力に対しては、0.2Gを越えてもかなり耐えられる構造となる。
【0008】
請求項2の発明では、破断部材は端板とそれぞれピンで接合し、このピンが所定の水平力で切断するようにしたので、切断の確実性が増加する。
【0009】
【実施例】
以下、本発明の実施例について図面を参照して説明する。
図1は本実施例の機械室を備えたコンテナクレーンの構成図、図2は機械室の支持構造を示す図である。コンテナクレーンは岸壁に設けられ、接岸した船にコンテナを搭載し、また船からコンテナを吊り出す。岸壁を走行する車輪1を有する海脚2と、同様に車輪1を有する陸脚3をポータル4と斜材5で結合している。海脚2と陸脚3の頂部にはガーダ6が結合され、海脚2の頂部にはさらに上部部材7が設けられ斜材5で支持されている。ガーダ6の先端にはヒンジ(図示せず)によってブーム8が接続されており、テンションバー9により水平に支持されている。ブーム8と上部部材7の先端にはシーブ10が設けられ、起伏用ワイヤ11によりブーム8の起伏を行う。起伏用ワイヤ11は起伏装置12により巻き出し、巻き戻しされブーム8を起伏する。機械室13はガーダ6上に設けられ起伏装置12などを収容する。ガーダ6とブーム8の下部にはレール(図示せす)が設けられ、このレール上をトロリ14が移動する。トロリ14にはコンテナの吊り上げ、吊り下げをするスプレッダ15とトロリ14を操作するオペレータの運転室16が設けられている。
【0010】
図2(A)は機械室13のガーダ6への取付け構造を示し、(B)は緩衝ブロック20の構成を示す。機械室13の下部にはクレーンの前後方向に移動する車輪18を設け、ガーダ6上に設けられたレール19上を移動できる構造としている。機械室13の一端はガーダ6に固定された支持部材21aに緩衝ブロック20を介して接合され、他端は緩衝ブロック20を介してガーダ6に固定された支持部材21bに接合されている。
【0011】
図2(B)において、緩衝ブロック20は、対向して配置された端板22と、この間に設けられ端板22と固着したバネ23およびダンパ24と、端板22を接合する破断部材25とから構成される。破断部材25は端板22へピン26で取付けられる。ピン26は地震の水平力が0.2Gを越え、かつクレーンの前後方向(ガーダ6の方向)のときは、切断し破断部材25が外れるように構成されている。
【0012】
次に地震時の機械室の動作について説明する。
地震の水平力が0.2G以下のときは、ピン26は破損せず、機械室13はガーダ6と一体となって振動するが、クレーン構造はこの水平力に耐えられるようになっているので特に問題はない。地震の水平力が0.2Gを越え、かつクレーンの前後方向(ガーダ6の方向)のときは、ピン26が切断し破断部材25が外れ、バネ23とダンパ24が動作するようになる。この場合、機械室13はガーダ6からの拘束力がなくなり殆ど移動しなくなるが、ガーダ6は地震力により水平に激しく移動する。これをガーダ6側から見れば、機械室13は車輪18を介してレール19上をスプリング23とダンパ24の許容範囲内で相対的にガーダ6と反対方向に動き、スプリング23とダンパ24はこの相対運動を吸収するように働くので、クレーンの振動を吸収して振れを減衰させる。
【0013】
本発明は地震に対して比較的弱いクレーンの前後方向の水平力に対して有効な制振構造としたが、横行方向に機械室を移動可能とし横行方向で動作する緩衝ブロックを設けることにより、横行方向の水平力に対して有効な制振構造とすることができる。
【0014】
【発明の効果】
以上の説明から明らかなように、本発明は機械室をクレーンの前後方向に移動可能とし、機械室をクレーンの前後方向に緩衝ブロックを介してクレーン構造に接合し、緩衝ブロックをクレーンの前後方向で所定の水平力以上でバネとダンパが動作するようにし、地震の水平力が設計値を越えた場合バネとダンパが働くようにしたので、クレーンの振れを吸収し減衰させる。また、機械室自体を制振装置として利用するため、他の特別な装置や重量付加等の必要がない。
【図面の簡単な説明】
【図1】本発明の本実施例の機械室を備えたコンテナクレーンの構成図である。
【図2】機械室の支持構造と緩衝ブロックの構造を示す図である。
【符号の説明】
1 車輪
2 海脚
3 陸脚
6 ガーダ
7 上部部材
8 ブーム
10 シーブ
11 起伏用ワイヤ
12 起伏装置
13 機械室
14 トロリ
15 スプレッダ
16 運転室
18 車輪(支持手段)
19 レール(支持手段)
20 緩衝ブロック
21a,21b 支持部材
22 端板
23 バネ
24 ダンパ
25 破断部材
26 ピン
[0001]
[Industrial applications]
The present invention relates to a vibration control structure of a crane, and more particularly to a vibration control structure of a crane using a machine room as a vibration control structure.
[0002]
[Prior art]
The legally designed load of the crane against an earthquake is 0.2 G in the horizontal direction, so that it can withstand a horizontal force of 0.2 times its own weight in the horizontal direction.
Japanese Patent Application Laid-Open No. 55-101588 discloses a technique in which a trolley is provided with a girder rail clamping mechanism so that the trolley is fixed to the girder during an earthquake.
[0003]
[Problems to be solved by the invention]
However, if a horizontal force exceeding 0.2 G is applied during an earthquake, the crane may be damaged or collapsed. Further, even if the trolley is fixed to the girder at the time of the earthquake, if a horizontal force exceeding 0.2 G is applied, damage or collapse cannot be prevented. For this reason, it is necessary to provide a vibration damping device for suppressing the shaking of the crane due to the earthquake, but it requires a considerable weight and space.
[0004]
The present invention has been made in view of the above problems, and has as its object to provide a crane vibration control structure using an existing machine room as a vibration control device.
[0005]
[Means for Solving the Problems]
In order to achieve the above object, in the invention of claim 1, a support means for supporting a machine room of the crane movably in the front-rear direction of the crane, and one end of one side of the machine room is joined in the front-rear direction, A first buffer block, the other end of which is joined to a first support member fixed to the crane, and a second support member, one end of which is joined to the other side of the machine room in the front-rear direction and fixed to the crane A second buffer block, the other end of which is joined to
Each of the first buffer block and the second buffer block includes a pair of opposed end plates, a spring and a damper provided between the end plates in the front-rear direction of the crane, and a crane that connects the end plates to each other. And a breaking member for cutting with a predetermined horizontal force in the front-rear direction.
[0006]
In the invention of claim 2, the breaking member is joined to the end plate by a pin, and the pin is cut by a predetermined horizontal force.
[0007]
[Action]
According to the invention of claim 1, the machine room of the crane is supported so as to be movable in the front-rear direction of the crane, but one end of the first buffer block is joined to one side of the machine room in the front-rear direction, and is fixed to the crane. The other end of the first buffer block is joined to the first support member. Similarly, one end of the second buffer block is joined to the other side of the machine room in the front-rear direction, and the other end of the second buffer block is joined to the second support member fixed to the crane. As a result, the machine room is normally fixed to the crane and functions normally as the machine room. When a force exceeding a predetermined horizontal force acts in the longitudinal direction of the crane, the breaking member is cut, and each of the first buffer block and the second buffer block is configured by a spring and a damper. Since the horizontal force from the crane is no longer transmitted, it is almost stationary, and the relative movement with the crane becomes intense. Since the spring and the damper work to absorb the relative movement, the vibration and damping of the crane due to the earthquake are damped. If the predetermined horizontal force is a value slightly exceeding 0.2 G of the design load of the crane, the structure will be able to withstand the seismic horizontal force in the longitudinal direction of the crane even if it exceeds 0.2 G.
[0008]
According to the second aspect of the present invention, the breaking member is joined to the end plate by a pin, and the pin is cut by a predetermined horizontal force, so that the reliability of the cutting increases.
[0009]
【Example】
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a configuration diagram of a container crane having a machine room according to the present embodiment, and FIG. 2 is a diagram illustrating a support structure of the machine room. Container cranes are installed on the quay and mount containers on ships that berth and lift containers from ships. A sea leg 2 having wheels 1 running on a quay and a land leg 3 also having wheels 1 are connected by a portal 4 and diagonal members 5. A girder 6 is connected to the tops of the marine leg 2 and the land leg 3, and an upper member 7 is further provided at the top of the marine leg 2 and is supported by a diagonal member 5. A boom 8 is connected to a tip of the girder 6 by a hinge (not shown), and is horizontally supported by a tension bar 9. A sheave 10 is provided at the tip of the boom 8 and the upper member 7, and the boom 8 is raised and lowered by a wire 11 for raising and lowering. The hoisting wire 11 is unwound and unwound by the hoisting device 12 to raise and lower the boom 8. The machine room 13 is provided on the girder 6 and houses the undulating device 12 and the like. A rail (not shown) is provided below the girder 6 and the boom 8, and the trolley 14 moves on the rail. The trolley 14 is provided with a spreader 15 for lifting and suspending the container and an operator's cab 16 for operating the trolley 14.
[0010]
FIG. 2A shows a structure for attaching the machine room 13 to the girder 6, and FIG. 2B shows a structure of the buffer block 20. Wheels 18 that move in the front-rear direction of the crane are provided at the lower part of the machine room 13, and have a structure that can move on rails 19 provided on the girder 6. One end of the machine chamber 13 is joined to a support member 21a fixed to the girder 6 via a buffer block 20, and the other end is joined to a support member 21b fixed to the girder 6 via the buffer block 20.
[0011]
In FIG. 2 (B), a buffer block 20 includes an end plate 22 disposed opposite thereto, a spring 23 and a damper 24 provided therebetween and fixed to the end plate 22, and a breaking member 25 for joining the end plate 22. Consists of The breaking member 25 is attached to the end plate 22 with a pin 26. When the horizontal force of the earthquake exceeds 0.2 G and in the longitudinal direction of the crane (the direction of the girder 6), the pin 26 is cut so that the breaking member 25 comes off.
[0012]
Next, the operation of the machine room during an earthquake will be described.
When the horizontal force of the earthquake is 0.2 G or less, the pins 26 are not damaged, and the machine room 13 vibrates integrally with the girder 6, but the crane structure can withstand this horizontal force. There is no particular problem. When the horizontal force of the earthquake exceeds 0.2 G and is in the front-rear direction of the crane (the direction of the girder 6), the pin 26 is cut off, the breaking member 25 comes off, and the spring 23 and the damper 24 operate. In this case, the machine room 13 loses the restraining force from the girder 6 and hardly moves, but the girder 6 moves horizontally and violently due to the seismic force. When viewed from the girder 6 side, the machine room 13 relatively moves in the direction opposite to the girder 6 within the allowable range of the spring 23 and the damper 24 on the rail 19 via the wheel 18, and the spring 23 and the damper 24 Since it works so as to absorb the relative motion, it absorbs the vibration of the crane and attenuates the run-out.
[0013]
The present invention has a vibration damping structure effective against horizontal forces in the longitudinal direction of a crane that is relatively vulnerable to earthquakes, but by providing a buffer block that can move the machine room in the transverse direction and operate in the transverse direction, An effective vibration damping structure can be provided for horizontal force in the transverse direction.
[0014]
【The invention's effect】
As is clear from the above description, the present invention makes it possible to move the machine room in the longitudinal direction of the crane, join the machine room to the crane structure via the buffer block in the longitudinal direction of the crane, and connect the buffer block in the longitudinal direction of the crane. In this case, the spring and the damper operate at a predetermined horizontal force or more, and the spring and the damper operate when the horizontal force of the earthquake exceeds a design value, so that the vibration of the crane is absorbed and damped. Further, since the machine room itself is used as a vibration damping device, there is no need for any other special device or additional weight.
[Brief description of the drawings]
FIG. 1 is a configuration diagram of a container crane provided with a machine room according to an embodiment of the present invention.
FIG. 2 is a diagram showing a structure for supporting a machine room and a structure of a buffer block.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Wheel 2 Sea leg 3 Land leg 6 Girder 7 Upper member 8 Boom 10 Sheave 11 Undulating wire 12 Undulating device 13 Machine room 14 Trolley 15 Spreader 16 Operator's cab 18 Wheels (support means)
19 rails (supporting means)
Reference Signs List 20 buffer blocks 21a, 21b support member 22 end plate 23 spring 24 damper 25 breaking member 26 pin

Claims (2)

クレーンの機械室をクレーンの前後方向に移動可能に支持する支持手段と、前記機械室の一方の側に一端が前記前後方向に接合され、クレーンに固定された第1の支持部材に他端が接合された第1の緩衝ブロックと、前記機械室の他方の側に一端が前後方向に接合され、クレーンに固定された第2の支持部材に他端が接合された第2の緩衝ブロックとを備え、
前記第1の緩衝ブロック及び第2の緩衝ブロックの各々は、対向する一対の端板と、該端板間にクレーンの前後方向に設けられたバネおよびダンパと、該端板どうしを接合しクレーンの前後方向の所定の水平力で切断する破断部材とを有することを特徴とするクレーンの制振構造。
Support means for supporting a machine room of the crane movably in the front-rear direction of the crane , one end of which is joined to the one side of the machine room in the front-rear direction and the other end of which is connected to a first support member fixed to the crane; The joined first buffer block and the second buffer block having one end joined to the other side of the machine room in the front-rear direction and the other end joined to a second support member fixed to a crane. Prepare,
Each of the first buffer block and the second buffer block includes a pair of opposed end plates, a spring and a damper provided between the end plates in the front-rear direction of the crane, and a crane that connects the end plates to each other. A breaking member for cutting with a predetermined horizontal force in the front-rear direction of the crane.
前記破断部材は前記端板とピンで接合し、所定の水平力でピンが切断することを特徴とする請求項1記載のクレーンの制振構造。The vibration damping structure for a crane according to claim 1, wherein the breaking member is joined to the end plate by a pin, and the pin is cut by a predetermined horizontal force.
JP14035695A 1995-06-07 1995-06-07 Crane vibration control structure Expired - Lifetime JP3565294B2 (en)

Priority Applications (1)

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JP14035695A JP3565294B2 (en) 1995-06-07 1995-06-07 Crane vibration control structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14035695A JP3565294B2 (en) 1995-06-07 1995-06-07 Crane vibration control structure

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JPH08324967A JPH08324967A (en) 1996-12-10
JP3565294B2 true JP3565294B2 (en) 2004-09-15

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009242062A (en) * 2008-03-31 2009-10-22 Ishikawajima Transport Machinery Co Ltd Base isolation-vibration damping composite device of crane
CN102092638A (en) * 2009-11-30 2011-06-15 西门子公司 System for attenuating oscillation of crane
WO2014083873A1 (en) * 2012-11-28 2014-06-05 三菱重工マシナリーテクノロジー株式会社 System of vibration-damping control for crane and method of vibration-damping control for crane

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5330283B2 (en) * 2010-01-28 2013-10-30 三井造船株式会社 Quay crane
JP5854748B2 (en) * 2011-10-06 2016-02-09 株式会社Ihi Seismic isolation support device for traveling crane

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009242062A (en) * 2008-03-31 2009-10-22 Ishikawajima Transport Machinery Co Ltd Base isolation-vibration damping composite device of crane
CN102092638A (en) * 2009-11-30 2011-06-15 西门子公司 System for attenuating oscillation of crane
CN102092638B (en) * 2009-11-30 2015-04-29 西门子公司 System for attenuating oscillation of crane
WO2014083873A1 (en) * 2012-11-28 2014-06-05 三菱重工マシナリーテクノロジー株式会社 System of vibration-damping control for crane and method of vibration-damping control for crane

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