JP5057716B2 - End-of-orbit buffer structure - Google Patents

End-of-orbit buffer structure Download PDF

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JP5057716B2
JP5057716B2 JP2006207796A JP2006207796A JP5057716B2 JP 5057716 B2 JP5057716 B2 JP 5057716B2 JP 2006207796 A JP2006207796 A JP 2006207796A JP 2006207796 A JP2006207796 A JP 2006207796A JP 5057716 B2 JP5057716 B2 JP 5057716B2
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stacker crane
friction
rail
buffer structure
beams
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剛和 西田
俊雄 和田
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日本輸送機株式会社
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Description

本発明は、自動倉庫に設置されるスタッカークレーン等の台車が軌道を逸走するのを防止する軌道端の緩衝構造に関する。   The present invention relates to a track end buffer structure that prevents a truck such as a stacker crane installed in an automatic warehouse from running off a track.

下記の特許文献には、スタッカークレーンを案内するレールの端部付近にショックアブソーバを取付ける技術が開示されている。スタッカークレーンがレールの端部で正常に止まることができず、レールを逸走しそうになったときには、スタッカークレーンがレールのストッパに突き当たる衝撃をショックアブソーバが吸収する。   The following patent document discloses a technique for attaching a shock absorber near the end of a rail for guiding a stacker crane. When the stacker crane cannot stop normally at the end of the rail and is about to run away from the rail, the shock absorber absorbs the impact of the stacker crane hitting the stopper of the rail.

特開2002−265015号公報JP 2002-265015 A

しかしながら、自動倉庫は狭い敷地に設置されることが多く、ショックアブソーバを配置できるスペースの確保が困難である。   However, automatic warehouses are often installed on a small site, and it is difficult to secure a space where shock absorbers can be placed.

また、スタッカークレーンが走行するエリアの両側にラックを対にして設置した自動倉庫に、ショックアブソーバを取付ける場合、ラックのそれぞれの上端同士を繋ぐ梁に、ショックアブソーバを固定すると、上記衝撃の反力を梁がある程度受け止めることになる。このため梁を強化する等の対策が不可欠となる。   In addition, when mounting a shock absorber in an automated warehouse installed with a pair of racks on both sides of the area where the stacker crane travels, if the shock absorber is fixed to the beam connecting the upper ends of the racks, the reaction force of the shock The beam will accept to some extent. For this reason, measures such as strengthening beams are indispensable.

また、スタッカークレーンが逸走するというトラブルは頻繁に起こるわけではなく、そのために高価なショックアブソーバを自動倉庫に装備し、梁を強化していたのでは、自動倉庫の製造コストが不要に高騰するという問題がある。   In addition, the trouble that the stacker crane runs away does not occur frequently, and for that reason, if the automated warehouse is equipped with an expensive shock absorber and the beams are strengthened, the production cost of the automated warehouse will rise unnecessarily. There's a problem.

そこで、本発明の目的は、緩衝効果に優れしかも自動倉庫の大掛かりな設計変更を伴なうことのない軌道端の緩衝構造を低コストで提供することにある。   SUMMARY OF THE INVENTION An object of the present invention is to provide a track end buffering structure that has an excellent buffering effect and does not involve a large design change of an automatic warehouse at a low cost.

本発明に係る軌道端の緩衝構造は、互いに対面するラックの間をレールに沿って走行するスタッカークレーンが、前記レールから逸走するのを防止する軌道端の緩衝構造であって、前記対面するラック間の上端同士に架け渡された複数の梁と、該複数の梁と平面視で交差し、前記スタッカークレーンの走行する方向に延びる2本の棒体と、該2本の棒体それぞれの、前記スタッカークレーンの走行端側の一端同士間を連結する横架材と、該横架材を介して前記2本の棒体に固定され、前記スタッカークレーンが突き当たるべく該スタッカークレーンの走行端に位置するエンドストッパと、複数の摩擦接合部と、を備え、前記摩擦接合部は、前記梁を介して固定した摩擦材が前記棒体に押付けられることにより、該棒体が該梁に対して摩擦力を得ながら前記スタッカークレーンの走行方向にスライド自在と成されていて、該摩擦接合部が、平面視で前記スタッカークレーンのレールを挟んで両側に配置され、かつ、該両側それぞれで前記スタッカークレーンの走行する方向に隔たる位置に複数配置されていることを特徴とする。 The track end buffer structure according to the present invention is a track end buffer structure for preventing a stacker crane traveling along a rail between racks facing each other from running away from the rail, the rack facing the rack. A plurality of beams spanned between the upper ends of the two, two bars intersecting with the plurality of beams in plan view and extending in a direction in which the stacker crane travels, and each of the two bars A horizontal member that connects one end of the stacker crane on the traveling end side to each other, and is fixed to the two rods via the horizontal member, and is positioned at the traveling end of the stacker crane so that the stacker crane abuts. An end stopper and a plurality of friction joints, wherein the friction joints are pressed against the rods by a friction material fixed via the beams, so that the rods are rubbed against the beams. Power The stacker crane is slidable in the traveling direction of the stacker crane, and the friction joints are arranged on both sides of the rail of the stacker crane in a plan view, and the stacker crane travels on both sides of the stacker crane. A plurality of the sensors are arranged at positions separated in the direction.

本発明に係る軌道端の緩衝構造は、スタッカークレーンの走行する方向に延びる棒体にエンドストッパを固定し、互いに対面するラックに、これらの間に架け渡した複数の梁等を介して各々固定した複数の摩擦材を、棒体に押付けるよう構成されているので、スタッカークレーンが走行する範囲を外れそうになりエンドストッパに突き当たると、棒体と複数の摩擦材との間に適度な滑りが生じて、スタッカークレーンの運動エネルギーを効果的に吸収しながら、スタッカークレーンを制動することができる。 The track end buffer structure according to the present invention fixes an end stopper to a rod body extending in the traveling direction of a stacker crane, and fixes each to a rack facing each other via a plurality of beams or the like spanned between them. The friction material is pressed against the rod body, so that if the stacker crane is about to go out of range and hits the end stopper, it will slip moderately between the rod body and the friction material. And the stacker crane can be braked while effectively absorbing the kinetic energy of the stacker crane.

しかも、当該緩衝構造によれば、スタッカークレーンの制動による反力が複数の摩擦材から複数の梁等へ分散されるので、個々の梁等を補強しなくて済むという利点がある。また、棒体と摩擦材とはラック同士の間に納められるので、棒体と摩擦材とを配置するためのスペースを別途設ける必要がない。   In addition, according to the buffer structure, since the reaction force due to braking of the stacker crane is distributed from the plurality of friction materials to the plurality of beams and the like, there is an advantage that it is not necessary to reinforce the individual beams and the like. Further, since the rod body and the friction material are accommodated between the racks, it is not necessary to separately provide a space for arranging the rod body and the friction material.

図1は、互いに対面するラック1の間をレール2に沿って走行するスタッカークレーン3が、レール2から逸走するのを防止する軌道端の緩衝構造4の平面図を示している。軌道端の緩衝構造4は、スタッカークレーン3が走行する矢印X方向に延びる2本の棒体5と、2本の棒体5のそれぞれの一端同士の間を連結する横架材6と、横架材6を介して2本の棒体5に固定されたエンドストッパ7と、互いにスタッカークレーン3の走行する方向に隔たる複数の摩擦接合部9とを備える。   FIG. 1 shows a plan view of a track end buffer structure 4 for preventing a stacker crane 3 traveling along a rail 2 between racks 1 facing each other from running away from the rail 2. The shock absorbing structure 4 at the end of the raceway includes two bar bodies 5 extending in the direction of arrow X along which the stacker crane 3 travels, a horizontal member 6 that connects between one end of each of the two bar bodies 5, An end stopper 7 fixed to the two rods 5 via the frame 6 and a plurality of friction joints 9 separated from each other in the direction in which the stacker crane 3 travels are provided.

図2は、棒体5及び横架材6の配置を例示している。図3は、図2に示されない摩擦接合部9の斜視図である。図1,2に示すように、2体のラック1の間には、これらの上端同士を連結する複数の小梁10が架け渡されている。棒体5は、軽量リップ溝形鋼を主体とし、その他端に掛止め部材11が固定されている。エンドストッパ7は、スタッカークレーン3のマストの上端付近が直に突き当ることにより、スタッカークレーン3の走行する行程の限界を規制する部材である。   FIG. 2 illustrates the arrangement of the rod body 5 and the horizontal member 6. FIG. 3 is a perspective view of the friction joint 9 that is not shown in FIG. 2. As shown in FIGS. 1 and 2, between the two racks 1, a plurality of small beams 10 linking these upper ends are bridged. The rod body 5 is mainly made of lightweight lip channel steel, and a latch member 11 is fixed to the other end. The end stopper 7 is a member that regulates the limit of the travel distance of the stacker crane 3 by directly hitting the vicinity of the upper end of the mast of the stacker crane 3.

摩擦接合部9について次に説明する。図3,4に示すように、棒体5の上面と梁10の下面との間に、上側の摩擦材90が挟まれ、棒体5の下面に、下側の摩擦材90が接触している。これらは押板91,92によって上下方向から挟まれ、更に2枚の摩擦材90及び押板91,92を貫通する複数のボルト12に、それぞれナット13が螺合されている。この状態で、ボルト12とナット13を緩めておけば、棒体5は小梁10に対して矢印X方向、又はその反対方向へ自在にスライドすることができる。   Next, the friction joint 9 will be described. As shown in FIGS. 3 and 4, the upper friction material 90 is sandwiched between the upper surface of the rod 5 and the lower surface of the beam 10, and the lower friction material 90 is in contact with the lower surface of the rod 5. Yes. These are sandwiched between the push plates 91 and 92 from above and below, and the nuts 13 are screwed onto the two friction members 90 and a plurality of bolts 12 passing through the push plates 91 and 92, respectively. In this state, if the bolt 12 and the nut 13 are loosened, the rod 5 can be freely slid with respect to the small beam 10 in the arrow X direction or in the opposite direction.

図1に示すレール2に対してエンドストッパ7が適切な位置になるように、2本の棒体5を位置決めした後、ボルト12とナット13が締付けられる。これにより、棒体5と小梁10との間に、上側の摩擦材90が強く挟まれ、同時に、棒体5の下面に、下側の摩擦材90が押付けられる。また、ボルト12とナット13の締付け力を加減することにより、棒体5と上側の摩擦材90との間の摩擦力、及び棒体5と下側の摩擦材90との間の摩擦力を調整することができる。個々の摩擦材90はステンレス鋼板を主体とする。ステンレス鋼は鉄等より摩擦係数が安定するので、所望の摩擦力が得られる。   After positioning the two rod bodies 5 so that the end stopper 7 is in an appropriate position with respect to the rail 2 shown in FIG. 1, the bolt 12 and the nut 13 are tightened. As a result, the upper friction material 90 is strongly sandwiched between the rod 5 and the small beam 10, and at the same time, the lower friction material 90 is pressed against the lower surface of the rod 5. Further, by adjusting the tightening force of the bolt 12 and the nut 13, the friction force between the rod body 5 and the upper friction material 90 and the friction force between the rod body 5 and the lower friction material 90 are reduced. Can be adjusted. Each friction material 90 is mainly a stainless steel plate. Stainless steel has a coefficient of friction that is more stable than that of iron or the like, so that a desired frictional force can be obtained.

例えば、スタッカークレーン3の走行を制御する制御装置が、レール2の端部に接近しているスタッカークレーン3の位置を誤って検出する等して、スタッカークレーン3を停止できない例を挙げる。この場合、レール2を逸走しそうになるスタッカークレーン3がエンドストッパ7に突き当たると、棒体5と上側の摩擦材90との間、及び棒体5と下側の摩擦材90との間に適度な滑りが生じて、スタッカークレーン3の運動エネルギーを効果的に吸収することができる。この過程で、スタッカークレーン3は急制動され、レール2の端部から脱落する直前に停止する。   For example, the control apparatus which controls driving | running | working of the stacker crane 3 gives the example which cannot stop the stacker crane 3 by detecting the position of the stacker crane 3 approaching the edge part of the rail 2 accidentally. In this case, when the stacker crane 3 that is likely to run away from the rail 2 hits the end stopper 7, it is moderate between the rod 5 and the upper friction material 90 and between the rod 5 and the lower friction material 90. Therefore, the kinetic energy of the stacker crane 3 can be effectively absorbed. In this process, the stacker crane 3 is suddenly braked and stops immediately before dropping from the end of the rail 2.

しかも、スタッカークレーン3の急制動による反力が複数の摩擦接合部9のそれぞれの摩擦材90から複数の小梁10へ分散されるので、個々の小梁10を特に補強する必要がなく、又はより強度の高い梁に交換しなくて済むという利点がある。また、棒体5と摩擦接合部9とはラック1同士の間、又はラック1と天井等の僅かな隙間に納められるので、棒体5と摩擦接合部9とを配置するためのスペースを別途設ける必要がない。   Moreover, since the reaction force due to sudden braking of the stacker crane 3 is distributed from the respective friction members 90 of the plurality of friction joints 9 to the plurality of small beams 10, it is not necessary to reinforce the individual small beams 10 or There is an advantage that it is not necessary to replace the beam with a stronger beam. Further, since the rod body 5 and the friction joint portion 9 are stored between the racks 1 or in a slight gap such as the rack 1 and the ceiling, a space for arranging the rod body 5 and the friction joint portion 9 is separately provided. There is no need to provide it.

なお、図2はレール2の一端を図示し他端を省略しているが、本発明に係る軌道端の緩衝構造はレール2の他端にも適用されるものである。 Incidentally, FIG. 2 is omitted the other illustrates the one end of the rail 2, the buffer structure of the track ends of the present invention is intended to be applied to the other end of the rail 2.

本発明の実施形態に係る軌道端の緩衝構造の設置例を示す平面図。The top view which shows the example of installation of the buffer structure of the track end which concerns on embodiment of this invention. 本発明の実施形態に係る軌道端の緩衝構造の要部の配置を示す分解斜視図。The disassembled perspective view which shows arrangement | positioning of the principal part of the buffer structure of the track end which concerns on embodiment of this invention. 本発明の実施形態に係る軌道端の緩衝構造の摩擦接合部の分解斜視図。The disassembled perspective view of the friction junction part of the buffer structure of the track | orbit end which concerns on embodiment of this invention. 図1のY−Y線断面図。The YY sectional view taken on the line of FIG.

1:ラック
2:レール
3:スタッカークレーン
4:軌道端の緩衝構造
5:棒体
7:エンドストッパ
90:摩擦材
1: Rack 2: Rail 3: Stacker crane 4: Track end cushioning structure 5: Rod 7: End stopper 90: Friction material

Claims (1)

互いに対面するラックの間をレールに沿って走行するスタッカークレーンが、前記レールから逸走するのを防止する軌道端の緩衝構造であって、
前記対面するラック間の上端同士に架け渡された複数の梁と、
該複数の梁と平面視で交差し、前記スタッカークレーンの走行する方向に延びる2本の棒体と、
該2本の棒体それぞれの、前記スタッカークレーンの走行端側の一端同士間を連結する横架材と、
該横架材を介して前記2本の棒体に固定され、前記スタッカークレーンが突き当たるべく該スタッカークレーンの走行端に位置するエンドストッパと、
複数の摩擦接合部と、
を備え、
前記摩擦接合部は、前記梁を介して固定した摩擦材が前記棒体に押付けられることにより、該棒体が該梁に対して摩擦力を得ながら前記スタッカークレーンの走行方向にスライド自在と成されていて、
該摩擦接合部が、平面視で前記スタッカークレーンのレールを挟んで両側に配置され、かつ、該両側それぞれで前記スタッカークレーンの走行する方向に隔たる位置に複数配置されていることを特徴とする軌道端の緩衝構造。
A stacker crane that travels along a rail between racks facing each other is a buffer structure at the end of the track that prevents escape from the rail,
A plurality of beams spanned between the upper ends of the facing racks;
Two rods that intersect the plurality of beams in plan view and extend in the direction in which the stacker crane travels;
A horizontal member for connecting the ends of the two sticks on the traveling end side of the stacker crane;
An end stopper which is fixed to the two rods via the horizontal member and is positioned at the traveling end of the stacker crane so that the stacker crane abuts;
A plurality of friction joints;
With
When the friction material fixed via the beam is pressed against the rod body, the friction joint portion is configured to be slidable in the traveling direction of the stacker crane while obtaining frictional force against the beam. Have been
The friction joints are arranged on both sides of the rails of the stacker crane in a plan view, and a plurality of the friction joints are arranged at positions separated in the traveling direction of the stacker crane on both sides. Buffer structure at the end of the track.
JP2006207796A 2006-07-31 2006-07-31 End-of-orbit buffer structure Active JP5057716B2 (en)

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