JP2021004103A - Runaway prevention device of track running-type machine - Google Patents

Runaway prevention device of track running-type machine Download PDF

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JP2021004103A
JP2021004103A JP2019117244A JP2019117244A JP2021004103A JP 2021004103 A JP2021004103 A JP 2021004103A JP 2019117244 A JP2019117244 A JP 2019117244A JP 2019117244 A JP2019117244 A JP 2019117244A JP 2021004103 A JP2021004103 A JP 2021004103A
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rail
prevention device
track
traveling machine
stopper
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JP7280760B2 (en
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英聡 酒井
Hidetoshi Sakai
英聡 酒井
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IHI Transport Machinery Co Ltd
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Abstract

To provide a runaway prevention device of a track running-type machine capable of surely providing a sufficient holding power which can withstand a load during a storm and capable of reasonably relieving an overload during a huge earthquake.SOLUTION: A runaway prevention device 11 of a container crane 1 (a track running-type machine) running on a rail 4 for cargo handling works comprises: a holding member 13 suspended swingably in the longitudinal direction of the rail 4 by parallel links 12a at a lower part of the container crane 1; a stopper 14 equipped on the holding member 13 so as to freely move up and down; a spring rod 15 (a resilient body) to connect in the expandable/contractible state between the holding member 13 and the lower part of the container crane 1 so as to hold the parallel link 12 in the suspended state; and base metals 16 arranged in multiple locations on the ground side along the rail 4 so as to specify the moving range of the container crane 1 by locking the stopper 14.SELECTED DRAWING: Figure 1

Description

本発明は、軌道走行式機械の逸走防止装置に関するものである。 The present invention relates to an escape prevention device for an orbital traveling machine.

図8は一般的な軌道走行式機械としてのコンテナクレーンの一例を示すものであって、1はコンテナクレーン、2はコンテナクレーン1が配備される港湾、3は港湾2における岸壁、4は岸壁3の走行路3aに図8の紙面と直交する方向に向け敷設されたレールであり、前記コンテナクレーン1におけるクレーン本体5の支持脚6には、前記レール4に沿って転動自在な走行車輪7を有する走行装置8が取り付けられている。 FIG. 8 shows an example of a container crane as a general orbital traveling machine, where 1 is a container crane, 2 is a port where the container crane 1 is deployed, 3 is a quay at the port 2, and 4 is a quay 3. A rail laid in the traveling path 3a in a direction orthogonal to the paper surface of FIG. 8, and a traveling wheel 7 that can roll along the rail 4 on a support leg 6 of a crane body 5 in the container crane 1. A traveling device 8 having a crane is attached.

前記コンテナクレーン1では、休止時に強風に煽られることで逸走してしまう虞れがあるため、運転終了時に前記コンテナクレーン1をレール4の所定の位置に停止させ、前記クレーン本体5下部の支持脚6間に昇降自在に装備したアンカー(図示せず:特許文献1を参照)を地上側の基礎金物に差し込んで固定を図るようにしている。 Since the container crane 1 may escape due to being blown by a strong wind during suspension, the container crane 1 is stopped at a predetermined position on the rail 4 at the end of operation, and the support legs at the lower part of the crane body 5 are stopped. An anchor (not shown: see Patent Document 1) equipped so as to be able to move up and down between the six is inserted into the foundation hardware on the ground side to fix it.

ただし、この種のアンカーを固定するための基礎金物は、強風時に非常に大きな荷重に耐えなければならないことから岸壁3(基礎)への負担が大きく、前記コンテナクレーン1の走行範囲における1〜2箇所程度にしか設置できないため、荷役作業中に急速に風が強まって突風に発達しそうな状況にあっては、基礎金物のある固定位置まで移動するのが間に合わない可能性がある。 However, since the foundation hardware for fixing this type of anchor must withstand a very large load in strong winds, the burden on the quay 3 (foundation) is large, and 1 to 2 in the traveling range of the container crane 1 Since it can be installed only in places, it may not be in time to move to a fixed position with the foundation hardware in a situation where the wind rapidly strengthens during cargo handling work and it is likely to develop into a gust of wind.

このため、レール4を両側から挟み付けて固定を図るクランプ装置(図示せず:特許文献1を参照)を前記クレーン本体5下部の支持脚6間に装備し、このクランプ装置を併用することで走行範囲の任意の位置でも前記コンテナクレーン1を固定できるようにしている。 Therefore, a clamp device (not shown: see Patent Document 1) for fixing the rail 4 by sandwiching it from both sides is provided between the support legs 6 at the lower part of the crane body 5, and this clamp device is used in combination. The container crane 1 can be fixed at an arbitrary position in the traveling range.

特開2002−60181号公報JP-A-2002-60181

しかしながら、コンテナクレーン1が走行するレール4の側面の精度はそれほど高いものではなく、その幅方向における中心線から側面までの寸法に左右でばらつきが生じているような場合には、クランプ装置によるレール4の両側からの挟み付けが均一に行われずに十分な保持力が得られない可能性があり、また、クランプ装置によりコンテナクレーン1の強固な固定が実現できたとしても、その固定状態で巨大地震が発生して強い水平力がコンテナクレーン1に作用した場合に、前記クランプ装置の固定箇所では強い水平力を緩衝吸収することができないため、コンテナクレーン1の上部構造の各部に大きな衝撃力が作用して損傷を招く虞れがあった。 However, the accuracy of the side surface of the rail 4 on which the container crane 1 travels is not so high, and when the dimensions from the center line to the side surface in the width direction vary from side to side, the rail by the clamping device is used. There is a possibility that sufficient holding force cannot be obtained because the pinching from both sides of 4 is not performed uniformly, and even if the container crane 1 can be firmly fixed by the clamping device, it is huge in the fixed state. When an earthquake occurs and a strong horizontal force acts on the container crane 1, the strong horizontal force cannot be buffered and absorbed at the fixed portion of the clamping device, so that a large impact force is applied to each part of the superstructure of the container crane 1. There was a risk of action and damage.

本発明は、上述の実情に鑑みてなしたもので、暴風時の荷重に耐え得る十分な保持力が確実に得られ且つ巨大地震時の過荷重は無理なく逃がすことができる軌道走行式機械の逸走防止装置を提供することを目的とする。 The present invention has been made in view of the above circumstances, and is an orbital traveling machine capable of reliably obtaining a sufficient holding force capable of withstanding a load during a storm and easily relieving an overload during a large earthquake. It is an object of the present invention to provide an escape prevention device.

本発明は、レール上を走行して荷役作業を行う軌道走行式機械の逸走防止装置であって、
前記軌道走行式機械の下部に平行リンクにより前記レールの長手方向へ揺動自在に懸架された保持部材と、
該保持部材に昇降自在に装備されたストッパと、
前記平行リンクを垂下した状態に保持するよう前記軌道走行式機械の下部と前記保持部材との間を拡縮自在に連結する弾発体と、
前記ストッパを係止せしめることで前記軌道走行式機械の移動範囲を規定するよう前記レールに沿い地上側の複数箇所に配設された基礎金物と
を備えたものである。
The present invention is an escape prevention device for a track-traveling machine that travels on rails to perform cargo handling work.
A holding member suspended swingably in the longitudinal direction of the rail by a parallel link at the lower part of the track-traveling machine.
A stopper mounted on the holding member so as to be able to move up and down,
An elastic body that expands and contracts between the lower part of the orbital traveling machine and the holding member so as to hold the parallel link in a hanging state.
It is provided with basic hardware arranged at a plurality of locations on the ground side along the rail so as to define the moving range of the track-traveling machine by locking the stopper.

また、前記軌道走行式機械の逸走防止装置においては、前記弾発体が相対的に小さな揺れの領域で高増加率で抵抗力を発揮して暴風時の荷重に耐え且つ相対的に大きな揺れの領域では前記小さな揺れの領域で増加した抵抗力を低増加率で維持して巨大地震時の過荷重を逃がすようにしたバイリニア特性を持つ押し引き両用型として構成されていることが好ましい。 Further, in the escape prevention device of the orbital traveling machine, the elastic body exhibits resistance at a high rate of increase in a region of relatively small shaking, withstands a load during a storm, and has a relatively large shaking. In the region, it is preferable that the region is configured as a push-pull type having a bilinear characteristic in which the increased resistance force in the small shaking region is maintained at a low rate of increase and the overload at the time of a large earthquake is released.

更に、前記軌道走行式機械の逸走防止装置においては、前記軌道走行式機械が前記レールの走行端に到達した状態で前記ストッパと係止する基礎金物を備え、該基礎金物が他の基礎金物よりも相対的に高さ寸法を大きく設定されていることが好ましい。 Further, the escape prevention device of the track-traveling machine includes a foundation hardware that engages with the stopper when the track-traveling machine reaches the traveling end of the rail, and the foundation hardware is more than other foundation hardware. It is preferable that the height dimension is set relatively large.

また、前記軌道走行式機械の逸走防止装置においては、前記基礎金物が前記レールの基礎に敷設された形鋼に取り付けられていると良い。 Further, in the escape prevention device of the track traveling type machine, it is preferable that the foundation hardware is attached to the shaped steel laid on the foundation of the rail.

上記した本発明の軌道走行式機械の逸走防止装置によれば、保持部材のストッパを下降させて地上側の基礎金物に係止せしめ、その係止状態を弾発体により弾性保持することができるので、レールの寸法精度等に左右されることなく暴風時の荷重に耐え得る十分な保持力を確実に得ることができて、暴風による軌道走行式機械の逸走を確実に防止することができ、しかも、巨大地震の発生時にあっては、弾発体の保持力に抗して平行リンクが大きく揺動傾斜することで保持部材が上昇してストッパが持ち上がり、該ストッパが基礎金物に乗り上がることで係止状態が解けて巨大地震の過荷重を無理なく逃がすことができるので、軌道走行式機械の損傷を未然に回避することができる等種々の優れた効果を奏し得る。 According to the escape prevention device of the orbital traveling machine of the present invention described above, the stopper of the holding member can be lowered to be locked to the foundation hardware on the ground side, and the locked state can be elastically held by the elastic body. Therefore, it is possible to reliably obtain a sufficient holding force that can withstand the load during a storm without being affected by the dimensional accuracy of the rail, and it is possible to reliably prevent the orbital traveling machine from escaping due to the storm. Moreover, in the event of a huge earthquake, the parallel link swings and tilts greatly against the holding force of the projectile, so that the holding member rises and the stopper lifts, and the stopper rides on the foundation hardware. Since the locked state can be released and the overload of a huge earthquake can be released without difficulty, various excellent effects such as avoiding damage to the track-traveling machine can be achieved.

本発明の軌道走行式機械の逸走防止装置の実施例を示す正面図である。It is a front view which shows the Example of the escape prevention device of the track traveling type machine of this invention. 図1の要部を拡大して示す詳細図である。It is a detailed view which shows the main part of FIG. 1 enlarged. 図2のスプリングロッドのバイリニア特性を示すグラフである。It is a graph which shows the bilinear characteristic of the spring rod of FIG. 図2の基礎金物をレールの長手方向から見た断面図である。FIG. 5 is a cross-sectional view of the foundation hardware of FIG. 2 as viewed from the longitudinal direction of the rail. 図2のストッパをレールの長手方向から見た断面図である。It is sectional drawing which saw the stopper of FIG. 2 from the longitudinal direction of a rail. 図2のコンテナクレーンが図中の左側へ移動した状態を示す図である。It is a figure which shows the state which the container crane of FIG. 2 moved to the left side in the figure. 基礎金物に走行エンドバッファの機能を持たせた例を示す正面図である。It is a front view which shows the example which gave the function of the running end buffer to the basic hardware. 軌道走行式機械としてのコンテナクレーンの一例を示す側面図である。It is a side view which shows an example of the container crane as a track traveling machine.

以下、本発明の実施の形態を図面を参照しつつ説明する。 Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図1は本発明を実施する形態の一例を示すもので、図8と同一の符号を付した部分は同一物を表わしており、ここに図示している軌道走行式機械としてのコンテナクレーン1では、クレーン本体5の支持脚6間に、該支持脚6をつなぐようレール4に沿って延びる下部フレーム6aが設けられ、該下部フレーム6aの底面側に、複数(図1の例では二基)の走行装置8が設けられている。 FIG. 1 shows an example of the embodiment of the present invention, and the parts having the same reference numerals as those in FIG. 8 represent the same objects, and in the container crane 1 as the track traveling machine shown here. A lower frame 6a extending along the rail 4 is provided between the support legs 6 of the crane body 5 so as to connect the support legs 6, and a plurality of lower frames 6a are provided on the bottom surface side of the lower frame 6a (two in the example of FIG. 1). The traveling device 8 is provided.

前記走行装置8は、上部イコライザビーム9aと、中間部イコライザビーム9bと、下部イコライザビーム9cと、走行車輪7とを備えており、前記上部イコライザビーム9aは、前記下部フレーム6aの底面側に、走行方向と直角な水平方向へ延びるロッカーピン10aにより中間部が支持されて揺動自在に配設されている。 The traveling device 8 includes an upper equalizer beam 9a, an intermediate portion equalizer beam 9b, a lower equalizer beam 9c, and a traveling wheel 7. The upper equalizer beam 9a is provided on the bottom surface side of the lower frame 6a. An intermediate portion is supported by a rocker pin 10a extending in a horizontal direction perpendicular to the traveling direction, and is arranged swingably.

また、前記中間部イコライザビーム9bは、前記上部イコライザビーム9aの走行方向両端部に走行方向と直角な水平方向へ延びるロッカーピン10bにより中間部が支持されて揺動自在に配設されている。 Further, the intermediate portion equalizer beam 9b is swingably arranged at both ends of the upper equalizer beam 9a in the traveling direction by supporting the intermediate portion by rocker pins 10b extending in the horizontal direction perpendicular to the traveling direction.

更に、前記下部イコライザビーム9cは、前記中間部イコライザビーム9bの走行方向両端部に走行方向と直角な水平方向へ延びるロッカーピン10cにより中間部が支持されて揺動自在に配設されており、前記下部イコライザビーム9cの走行方向両端部にレール4に沿って転動自在となるよう前記走行車輪7が配設されている。 Further, the lower equalizer beam 9c is swingably arranged so that the intermediate portion is supported by rocker pins 10c extending in the horizontal direction perpendicular to the traveling direction at both ends of the intermediate portion equalizer beam 9b in the traveling direction. The traveling wheels 7 are arranged at both ends of the lower equalizer beam 9c in the traveling direction so as to be rotatable along the rail 4.

そして、本実施例においては、これら二基の走行装置8に挟まれた前記下部フレーム6aの底面側にコンテナクレーン1の逸走防止装置11が装備されており、この逸走防止装置11は、前記下部フレーム6aの底面から平行リンク12により前記レール4の長手方向へ揺動自在に懸架された保持部材13と、該保持部材13に昇降自在に装備されたストッパ14と、前記平行リンク12を垂下した状態に保持するよう前記下部フレーム6aと前記保持部材13との間を拡縮自在に連結するスプリングロッド15(弾発体)と、前記ストッパ14を係止せしめることで前記コンテナクレーン1の移動範囲を規定するよう前記レール4に沿い地上側に配設された多数の基礎金物16とを備えている。 In this embodiment, the escape prevention device 11 of the container crane 1 is provided on the bottom surface side of the lower frame 6a sandwiched between the two traveling devices 8, and the escape prevention device 11 is the lower portion. A holding member 13 suspended from the bottom surface of the frame 6a by a parallel link 12 so as to swing in the longitudinal direction of the rail 4, a stopper 14 mounted on the holding member 13 so as to be able to move up and down, and the parallel link 12 were hung down. The moving range of the container crane 1 is increased by locking the spring rod 15 (elastic body) that connects the lower frame 6a and the holding member 13 so as to keep the state in a state, and the stopper 14. A large number of basic hardware 16 arranged on the ground side along the rail 4 as specified are provided.

図2に拡大して示す如く、前記保持部材13は、その下部におけるレール4の長手方向へ向けた両側を平行リンク12のリンクロッド12a,12aにより夫々揺動自在に支持されていると共に、上方へ向かうに従い前記レール4の長手方向へ相互に離間するように開いたスプリングロッド15,15により弾性支持されている。 As shown enlarged in FIG. 2, the holding member 13 is swingably supported on both sides of the lower portion of the rail 4 in the longitudinal direction by the link rods 12a and 12a of the parallel link 12, and is upward. The rails are elastically supported by spring rods 15 and 15 which are opened so as to be separated from each other in the longitudinal direction toward the rail 4.

ここで、前記スプリングロッド15は、図3にグラフで示す通り、相対的に小さな揺れの領域で高増加率で抵抗力を発揮して暴風時の荷重に耐え且つ相対的に大きな揺れの領域では前記小さな揺れの領域で増加した抵抗力を低増加率で維持して巨大地震時の過荷重を逃がすようにしたバイリニア特性を持つ押し引き両用型として構成されている。 Here, as shown in the graph in FIG. 3, the spring rod 15 exerts a resistance force at a high rate of increase in a relatively small shaking region, withstands a load during a storm, and in a relatively large shaking region. It is configured as a push-pull type with bilinear characteristics that maintains the increased resistance in the small shaking region at a low rate of increase and releases the overload at the time of a large earthquake.

尚、図4に示す如く、前記基礎金物16は、前記レール4の基礎に敷設された形鋼17(図4における図示ではH鋼の場合を例示)に対し溶接やボルト締結により直接的に取り付けられており、特に大掛かりな基礎工事を伴うことなく配設することが可能であり、既設の設備への追加対応とすることも容易である。 As shown in FIG. 4, the foundation hardware 16 is directly attached to the shaped steel 17 laid on the foundation of the rail 4 (the case of H steel is exemplified in the illustration in FIG. 4) by welding or bolting. It is possible to dispose of it without requiring a large-scale foundation work, and it is easy to add it to the existing equipment.

また、前記ストッパ14は、前記保持部材13に対し手動操作で昇降されるようになっていて、前記コンテナクレーン1を逸走防止のために固定したい時に作業者により下降されて前記基礎金物16と係止(図5参照)されるようになっているが、その昇降機構については、既存の様々な形式の昇降機構を採用することが可能であり、油圧ピストン等を用いた自動操作で昇降されるようになっていても良い。 Further, the stopper 14 is manually moved up and down with respect to the holding member 13, and is lowered by an operator when the container crane 1 is desired to be fixed to prevent escape, and is engaged with the base hardware 16. Although it is stopped (see FIG. 5), it is possible to adopt various existing types of elevating mechanisms for the elevating mechanism, and the elevating mechanism is automatically operated using a hydraulic piston or the like. It may be like this.

而して、このように逸走防止装置11を構成した場合、例えば、図2のようにストッパ14を基礎金物16の高さ寸法よりも低く下降させた状態でコンテナクレーン1が図中の左側へ移動すると、図6に示すように前記ストッパ14の下端が基礎金物16に係止されることで保持部材13が所定位置に留まり、平行リンク12がスプリングロッド15の抵抗力に抗して傾斜することでコンテナクレーン1の移動が緩衝吸収され、前記ストッパ14と基礎金物16との係止状態が前記スプリングロッド15により弾性保持される。 When the escape prevention device 11 is configured in this way, for example, as shown in FIG. 2, the container crane 1 moves to the left side in the drawing with the stopper 14 lowered below the height dimension of the foundation hardware 16. When it moves, as shown in FIG. 6, the lower end of the stopper 14 is locked to the base hardware 16, so that the holding member 13 stays at a predetermined position and the parallel link 12 tilts against the resistance force of the spring rod 15. As a result, the movement of the container crane 1 is buffered and absorbed, and the locked state between the stopper 14 and the foundation hardware 16 is elastically held by the spring rod 15.

即ち、図6中の右側のスプリングロッド15が、圧縮されて元の長さに戻ろうとする抵抗力を発揮する一方、図6中の左側のスプリングロッド15は、伸張されて元の長さに戻ろうとする抵抗力を発揮することになり、図3にグラフで示す如きバイリニア特性により、相対的に小さな揺れの領域でも高増加率で抵抗力が増加して効果的に暴風時の荷重に耐えることが可能となる。 That is, the right spring rod 15 in FIG. 6 exerts a resistance force to be compressed and return to the original length, while the left spring rod 15 in FIG. 6 is stretched to the original length. The resistance to return will be exhibited, and due to the bilinear characteristics shown in the graph in Fig. 3, the resistance will increase at a high rate of increase even in a relatively small shaking region, effectively withstanding the load during a storm. It becomes possible.

この際、前述した通り、前記ストッパ14と前記基礎金物16との係止状態が前記スプリングロッド15により弾性保持されるようになっているので、暴風や地震による強い水平力を緩衝吸収することができ、従来よりも基礎(岸壁3)に加わる負荷が大幅に軽減される結果、多数の基礎金物16をレール4に沿わせて配設することが実現されている。 At this time, as described above, since the locked state between the stopper 14 and the foundation hardware 16 is elastically held by the spring rod 15, it is possible to buffer and absorb a strong horizontal force due to a storm or an earthquake. As a result, the load applied to the foundation (quay 3) is significantly reduced as compared with the conventional case, and as a result, a large number of foundation hardware 16 can be arranged along the rail 4.

尚、本実施例で説明しているように、多数の基礎金物16をレール4に沿わせて配設しておけば、急速に風が強まって突風に発達しそうな状況の時に、直ぐに近くの基礎金物16に対しストッパ14を係止させてコンテナクレーン1の迅速な固定を図ることが可能となる。 As described in this embodiment, if a large number of foundation hardware 16 are arranged along the rail 4, when the wind is rapidly strengthened and a gust is likely to develop, it is immediately nearby. The stopper 14 can be locked with respect to the foundation hardware 16 to quickly fix the container crane 1.

更に、ストッパ14の下端が基礎金物16に係止した状態で巨大地震時等にて所定以上の過荷重が加わった場合には、前記小さな揺れの領域で増加した抵抗力が低増加率で維持されるだけで平行リンク12の揺動が過剰に抑え込まれることがなく、スプリングロッド15の保持力に抗して平行リンク12が大きく揺動傾斜することで保持部材13が上昇してストッパ14が持ち上がり、該ストッパ14が基礎金物16に乗り上がることで係止状態が解けて前記過荷重が無理なく逃がされる。 Further, when an overload of a predetermined value or more is applied in a state where the lower end of the stopper 14 is locked to the foundation hardware 16 at the time of a huge earthquake or the like, the increased resistance force in the small shaking region is maintained at a low rate of increase. The swing of the parallel link 12 is not excessively suppressed, and the parallel link 12 swings and tilts greatly against the holding force of the spring rod 15, so that the holding member 13 rises and the stopper 14 Is lifted, and the stopper 14 rides on the base hardware 16 to release the locked state and allow the overload to be released without difficulty.

ただし、図7に示す如く、前記コンテナクレーン1が前記レール4の走行端に到達した状態で前記ストッパ14と係止する基礎金物16’が配設されている場合には、この基礎金物16’を他の基礎金物16よりも相対的に高さ寸法を大きく設定しておき、平行リンク12が大きく揺動傾斜しても、ストッパ14が容易には基礎金物16に乗り上がらないようにし、前記基礎金物16’が走行エンドバッファとして機能するようにさせることも可能である。尚、このようにした場合も、既存の走行エンドバッファ18は残しておき、二重の安全対策が取れるようにしておくと良い。 However, as shown in FIG. 7, when the foundation hardware 16'that locks with the stopper 14 is arranged in a state where the container crane 1 reaches the traveling end of the rail 4, the foundation hardware 16' The height dimension is set to be relatively larger than that of the other foundation hardware 16 so that the stopper 14 does not easily ride on the foundation hardware 16 even if the parallel link 12 swings and tilts greatly. It is also possible to make the basic hardware 16'function as a traveling end buffer. Even in this case, it is preferable to leave the existing traveling end buffer 18 so that double safety measures can be taken.

従って、上記実施例によれば、保持部材13のストッパ14を下降させて地上側の基礎金物16に係止せしめ、その係止状態をスプリングロッド15により弾性保持することができるので、レール4の寸法精度等に左右されることなく暴風時の荷重に耐え得る十分な保持力を確実に得ることができて、暴風によるコンテナクレーン1の逸走を確実に防止することができ、しかも、巨大地震の発生時にあっては、スプリングロッド15の保持力に抗して平行リンク12が揺動傾斜することで保持部材13が上昇してストッパ14が持ち上がり、該ストッパ14が基礎金物16に乗り上がることで係止状態が解けて巨大地震の過荷重を無理なく逃がすことができるので、コンテナクレーン1の損傷を未然に回避することができる。 Therefore, according to the above embodiment, the stopper 14 of the holding member 13 can be lowered to be locked to the foundation hardware 16 on the ground side, and the locked state can be elastically held by the spring rod 15. It is possible to reliably obtain a sufficient holding force that can withstand the load during a storm without being affected by dimensional accuracy, etc., and it is possible to reliably prevent the container crane 1 from escaping due to the storm. At the time of occurrence, the parallel link 12 swings and tilts against the holding force of the spring rod 15, so that the holding member 13 rises and the stopper 14 lifts, and the stopper 14 rides on the foundation hardware 16. Since the locked state can be released and the overload of the huge earthquake can be released without difficulty, damage to the container crane 1 can be avoided in advance.

尚、本発明の軌道走行式機械の逸走防止装置は、上述の形態例にのみ限定されるものではなく、本発明の要旨を逸脱しない範囲内において種々変更を加え得ることは勿論である。 It should be noted that the escape prevention device for the orbital traveling machine of the present invention is not limited to the above-described embodiment, and of course, various modifications can be made without departing from the gist of the present invention.

1 コンテナクレーン(軌道走行式機械)
2 港湾
3 岸壁(基礎)
3a 走行路
4 レール
5 クレーン本体
6 支持脚
6a 下部フレーム
7 走行車輪
8 走行装置
9a 上部イコライザビーム
9b 中間部イコライザビーム
9c 下部イコライザビーム
10a ロッカーピン
10b ロッカーピン
10c ロッカーピン
11 逸走防止装置
12 平行リンク
12a リンクロッド
13 保持部材
14 ストッパ
15 スプリングロッド(弾発体)
16 基礎金物
16’ 基礎金物
17 形鋼
18 走行エンドバッファ
1 Container crane (orbital traveling machine)
2 Port 3 Quay (foundation)
3a Travel path 4 Rail 5 Crane body 6 Support leg 6a Lower frame 7 Travel wheel 8 Travel device 9a Upper equalizer beam 9b Middle equalizer beam 9c Lower equalizer beam 10a Rocker pin 10b Rocker pin 10c Rocker pin 11 Escape prevention device 12 Parallel link 12a Link rod 13 Holding member 14 Stopper 15 Spring rod (elastic body)
16 Foundation hardware 16'Foundation hardware 17 Shaped steel 18 Running end buffer

Claims (4)

レール上を走行して荷役作業を行う軌道走行式機械の逸走防止装置であって、
前記軌道走行式機械の下部に平行リンクにより前記レールの長手方向へ揺動自在に懸架された保持部材と、
該保持部材に昇降自在に装備されたストッパと、
前記平行リンクを垂下した状態に保持するよう前記軌道走行式機械の下部と前記保持部材との間を拡縮自在に連結する弾発体と、
前記ストッパを係止せしめることで前記軌道走行式機械の移動範囲を規定するよう前記レールに沿い地上側の複数箇所に配設された基礎金物と
を備えた軌道走行式機械の逸走防止装置。
It is an escape prevention device for orbital traveling machines that travel on rails to perform cargo handling work.
A holding member suspended swingably in the longitudinal direction of the rail by a parallel link at the lower part of the track-traveling machine.
A stopper mounted on the holding member so as to be able to move up and down,
An elastic body that expands and contracts between the lower part of the orbital traveling machine and the holding member so as to hold the parallel link in a hanging state.
An escape prevention device for a track-traveling machine provided with foundation hardware arranged at a plurality of locations on the ground side along the rail so as to define a moving range of the track-traveling machine by locking the stopper.
前記弾発体が相対的に小さな揺れの領域で高増加率で抵抗力を発揮して暴風時の荷重に耐え且つ相対的に大きな揺れの領域では前記小さな揺れの領域で増加した抵抗力を低増加率で維持して巨大地震時の過荷重を逃がすようにしたバイリニア特性を持つ押し引き両用型として構成されている請求項1に記載の軌道走行式機械の逸走防止装置。 The projectile exerts resistance at a high rate of increase in a relatively small shaking region to withstand a load during a storm, and in a relatively large shaking region, the increased resistance in the small shaking region is reduced. The escape prevention device for a track-traveling machine according to claim 1, which is configured as a push-pull type having a bilinear characteristic so as to maintain an increase rate and release an overload at the time of a large earthquake. 前記軌道走行式機械が前記レールの走行端に到達した状態で前記ストッパと係止する基礎金物を備え、該基礎金物が他の基礎金物よりも相対的に高さ寸法を大きく設定されている請求項1又は2に記載の軌道走行式機械の逸走防止装置。 A claim in which the track-traveling machine is provided with a foundation hardware that engages with the stopper when it reaches the traveling end of the rail, and the height dimension of the foundation hardware is set to be relatively larger than that of other foundation hardware. Item 3. The escape prevention device for the track-traveling machine according to item 1 or 2. 前記基礎金物が前記レールの基礎に敷設された形鋼に取り付けられている請求項1、2又は3に記載の軌道走行式機械の逸走防止装置。 The escape prevention device for a track-traveling machine according to claim 1, 2 or 3, wherein the foundation hardware is attached to a shaped steel laid on the foundation of the rail.
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58137694U (en) * 1982-03-11 1983-09-16 日本鋼管株式会社 Fall prevention device
JP2002068665A (en) * 2000-08-30 2002-03-08 Mitsubishi Heavy Ind Ltd Base isolation type safety against wind
JP2002145579A (en) * 2000-11-08 2002-05-22 Takenaka Komuten Co Ltd Aseismatic support device for tower crane
FR2877062A1 (en) * 2004-10-21 2006-04-28 Rima S R L Shoe brake for parking dock crane, has three assemblies, where one assembly has articulated parallelogram system actuated by jack and allowing displacement of shoes of another assembly to introduced shoes in housings of steering rack

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58137694U (en) * 1982-03-11 1983-09-16 日本鋼管株式会社 Fall prevention device
JP2002068665A (en) * 2000-08-30 2002-03-08 Mitsubishi Heavy Ind Ltd Base isolation type safety against wind
JP2002145579A (en) * 2000-11-08 2002-05-22 Takenaka Komuten Co Ltd Aseismatic support device for tower crane
FR2877062A1 (en) * 2004-10-21 2006-04-28 Rima S R L Shoe brake for parking dock crane, has three assemblies, where one assembly has articulated parallelogram system actuated by jack and allowing displacement of shoes of another assembly to introduced shoes in housings of steering rack

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