JP4849230B2 - Load support device for load storage rack - Google Patents

Load support device for load storage rack Download PDF

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JP4849230B2
JP4849230B2 JP2006228789A JP2006228789A JP4849230B2 JP 4849230 B2 JP4849230 B2 JP 4849230B2 JP 2006228789 A JP2006228789 A JP 2006228789A JP 2006228789 A JP2006228789 A JP 2006228789A JP 4849230 B2 JP4849230 B2 JP 4849230B2
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receiving member
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豊 長谷川
孝 藤田
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Daifuku Co Ltd
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Description

本発明は、荷収納区画の左右両隔壁枠の内側に、当該荷収納区画の前後奥行き方向に長い左右一対の荷受け部材が水平に架設された荷保管用ラックの荷支持装置に関するものである。   The present invention relates to a load support device for a load storage rack in which a pair of left and right load receiving members that are long in the front-rear depth direction of the load storage section are horizontally installed inside the left and right partition walls of the load storage section.

この種の荷保管用ラックにおいて、地震時にラックが荷収納区画の前後奥行き方向(荷出し入れ方向)に揺れることによって、保管中の荷が当該ラックの通路側(ラックに沿って設けられた入出庫用クレーンの走行通路のある側)へ荷受け部材上を滑動して落下する事故が発生している。このような事故を未然に防止する一つの手段として、各荷収納区画が備える左右一対の荷受け部材を免震構造とすることが考えられている。この種の免震構造には、荷受け部材を原点復帰させるための付勢手段が必須となるが、この付勢手段として粘弾性体を利用するものは、スプリングを利用するものと比較して、ガスダンパーを利用するものと同様に揺れの減衰効果が大きいため、免震構造における付勢手段として望ましものであるが、例えば特許文献1に記載されるように、従来周知の荷保管用ラックの荷支持装置における粘弾性体を利用する免震構造は、薄板状の粘弾性体を荷受け部材とこれを支持する支持部材との間に挟むような構造であった。
特開2003−118818号公報
In this type of load storage rack, when the rack swings in the front / rear depth direction (unloading / unloading direction) of the load storage section, the load being stored can be placed on the aisle side of the rack (the loading / unloading provided along the rack). There is an accident that the load receiving member slides and falls to the side of the traveling crane. As one means for preventing such an accident, a pair of left and right load receiving members included in each load storage section is considered to have a seismic isolation structure. In this type of seismic isolation structure, an urging means for returning the load receiving member to the origin is essential, but those using a viscoelastic body as this urging means are compared with those using a spring, Since the damping effect of shaking is as great as that using a gas damper, it is desirable as an urging means in a seismic isolation structure. For example, as described in Patent Document 1, a conventionally known load storage rack The seismic isolation structure using the viscoelastic body in the load support apparatus of this type is a structure in which a thin plate-like viscoelastic body is sandwiched between the load receiving member and the support member that supports it.
JP 2003-118818 A

特許文献1に記載されるような従来の免震構造では、粘弾性体の特性を十分に利用することができず、それ程の免震効果が期待できなかった。   In the conventional seismic isolation structure as described in Patent Document 1, the characteristics of the viscoelastic body cannot be fully utilized, and the seismic isolation effect as much as that cannot be expected.

本発明は上記のような従来の問題点を解消し得る荷保管用ラックの荷支持装置を提供することを目的とするものであって、請求項1に記載の荷保管用ラックの荷支持装置は、後述する実施形態の参照符号を付して示すと、荷収納区画1の左右両隔壁枠2の内側に、当該荷収納区画1の前後奥行き方向に長い左右一対の荷受け部材3が水平に架設された荷保管用ラックの荷支持装置であって、前記荷受け部材3の下側には、前記左右両隔壁枠2から連設された支持部材9が配置され、この支持部材9と荷受け部材3との間には、当該荷受け部材3を少なくとも荷収納区画1の前後奥行き方向の一定範囲内でスライド可能に支持する支持手段(第一実施形態では付勢手段11の保持用筒状体16及びカバープレート18が兼ねている)と、当該荷受け部材3をスライド可能領域内の定位置に付勢保持する付勢手段11とが配設され、この付勢手段11は、前記荷受け部材3側の垂直面(位置決めピン14の外周垂直面14a)と前記支持部材9側の垂直面(保持用筒状体16の内周垂直面16a)との間に挟まれた粘弾性体19を有する少なくとも1つの付勢ユニット12Aを備えたもので、前記粘弾性体19が前記荷受け部材3と前記支持部材9との間で上下方向の圧縮力を受けることを前記支持手段(第一実施形態では付勢手段11の保持用筒状体16及びカバープレート18が兼ねている)で防止するように構成された荷保管用ラックの荷支持装置において、
前記付勢ユニット12Aは、前記支持部材9と前記荷受け部材3との内の一方に固着突設された垂直向きの位置決めピン14と、この位置決めピン14に外嵌する粘弾性体19と、この粘弾性体19を囲むように他方の部材に取り付けられた垂直向きの保持用筒状体16とから成り、
前記保持用筒状体16の遊端に、前記位置決めピン14が突設された側の部材の被支持面部20に当接する滑り面18aが設けられ、この保持用筒状体16を備えた付勢ユニット12Aが前記支持手段を兼用する構成となっている。
The object of the present invention is to provide a load support device for a load storage rack capable of solving the conventional problems as described above, and the load support device for a load storage rack according to claim 1. These are shown with reference numerals in the embodiments described later, and a pair of left and right load receiving members 3 that are long in the front-rear depth direction of the load storage section 1 are horizontally provided inside the left and right partition walls 2 of the load storage section 1. A load supporting device for a load storage rack that is erected, and a support member 9 that is continuous from the left and right partition wall frames 2 is disposed below the load receiving member 3, and the support member 9 and the load receiving member 3 is a supporting means for supporting the load receiving member 3 at least within a certain range in the front-rear depth direction of the load storage section 1 (in the first embodiment, the holding tubular body 16 of the biasing means 11). And the cover plate 18) An urging means 11 for urging and holding the retaining member 3 at a fixed position in the slidable region is disposed. The urging means 11 is a vertical surface on the load receiving member 3 side (an outer peripheral vertical surface 14a of the positioning pin 14) ) And a vertical surface on the side of the support member 9 (the inner peripheral vertical surface 16a of the holding cylindrical body 16) is provided with at least one urging unit 12A having a viscoelastic body 19, The support means (in the first embodiment, the holding cylindrical body 16 and the cover of the biasing means 11 and the cover) that the viscoelastic body 19 receives a compressive force in the vertical direction between the load receiving member 3 and the support member 9. In the load support device of the load storage rack configured to prevent the plate 18)
The urging unit 12A includes a vertical positioning pin 14 that is fixedly projected on one of the support member 9 and the load receiving member 3, a viscoelastic body 19 that is externally fitted to the positioning pin 14, and this A vertical holding cylindrical body 16 attached to the other member so as to surround the viscoelastic body 19,
The free end of the holding cylindrical body 16 is provided with a sliding surface 18a that comes into contact with the supported surface portion 20 of the member on which the positioning pin 14 protrudes, and is provided with the holding cylindrical body 16. The force unit 12A also serves as the support means .

上記構成の本発明を実施するについて、請求項2に記載のように、荷収納区画1の左右両隔壁枠2が前後一対の支柱材4a,4bを備えている場合、各支柱材4a,4bは互いに対向する内側が開放した横断面形状のものとし、前記支持部材9,24,25は、前後両支柱材4a,4bの側壁板部4cに取り付けることができる。In carrying out the present invention having the above-described configuration, as described in claim 2, when the left and right partition wall frames 2 of the load storage compartment 1 are provided with a pair of front and rear support members 4a and 4b, the support members 4a and 4b are provided. Can have a cross-sectional shape with the inner sides facing each other open, and the support members 9, 24, 25 can be attached to the side wall plate portions 4c of the front and rear support members 4a, 4b.

上記構成の本発明に係る荷保管用ラックの荷支持装置によれば、ラックが地震発生時に荷収納区画の前後奥行き方向(荷受け部材の長さ方向)に揺れ動いたとき、ラックと一体に前後に揺れ動く支持部材と荷を支持している荷受け部材との間に付勢手段の付勢力に抗しての相対移動が生じ、荷を支持している荷受け部材がラックと一体に同一速度、同一振幅で前後方向に揺れ動くことがなくなる。従って、開放された通路側(前方)にラックが揺れ動いたときに荷受け部材及び当該荷受け部材上の荷が一体に前方に揺れ動くことにより、慣性で荷が荷受け部材上を通路側へ滑動し、場合によっては通路側へ落下してしまう恐れがなくなり、所期の免震効果が得られる。この支持部材と荷受け部材との間の前後方向の相対移動は、付勢手段を構成する付勢ユニットの粘弾性体を弾性に抗して前後方向に圧縮させることで実現しており、相対移動後は当該粘弾性体が元の前後方向厚さに弾性復帰することにより、荷受け部材は支持部材上の原点位置に自動復帰するので、荷受け部材上で荷が滑動しない限り荷の位置が前後方向に不測に変動することはなく、安全に荷を継続保管することができる。   According to the load supporting device for a load storage rack according to the present invention having the above-described configuration, when the rack swings in the front-rear depth direction (the length direction of the load receiving member) of the load storage section when an earthquake occurs, Relative movement occurs against the urging force of the urging means between the swinging support member and the load receiving member supporting the load, and the load receiving member supporting the load is integrated with the rack at the same speed and amplitude. It will not swing back and forth. Therefore, when the rack swings to the opened passage side (forward), the load receiving member and the load on the load receiving member swing forward together, and the load slides on the load receiving member due to inertia. Depending on the situation, there is no risk of falling to the aisle side, and the desired seismic isolation effect can be obtained. The relative movement in the front-rear direction between the support member and the load receiving member is realized by compressing the viscoelastic body of the urging unit constituting the urging means in the front-rear direction against elasticity. After that, since the viscoelastic body elastically returns to the original thickness in the front-rear direction, the load receiving member automatically returns to the origin position on the support member, so the load position is changed in the front-rear direction unless the load slides on the load receiving member. The load can be safely and continuously stored.

而して、上記請求項1に記載の本発明の構成によれば、荷受け部材に作用する垂直下向きの荷重が粘弾性体に作用することはなく、支持部材と荷受け部材との間に水平方向の相対移動が生じたときに圧縮される方向に粘弾性体を組み込んだ構成であるから、粘弾性体に普段の荷重が作用する構成や粘弾性体の剪断方向の弾性を利用する構成と比較して、粘弾性体の耐用寿命が永くなり、長期間にわたって粘弾性体の特性を十分に発揮させて効果的な免震効果を得ることができる。   Thus, according to the configuration of the present invention described in claim 1 above, the vertical downward load acting on the load receiving member does not act on the viscoelastic body, and the horizontal direction is between the support member and the load receiving member. Compared with a configuration in which a normal load is applied to the viscoelastic body and a configuration using the elasticity in the shear direction of the viscoelastic body As a result, the service life of the viscoelastic body is prolonged, and the characteristics of the viscoelastic body can be sufficiently exerted over a long period of time to obtain an effective seismic isolation effect.

更に本発明の構成によれば、粘弾性体の組み込み及び位置決めが簡単容易且つ確実に行えると共に、付勢ユニットとは別に支持手段を設ける場合と比較して大幅なコストダウンを図ることができる。 Furthermore, according to the configuration of the present invention, it is possible to achieve with obtaining integration and simple easily and reliably row position of the viscoelastic body, compared to significant cost reduction in the case of providing a separate support means and urging unit .

又、請求項2に記載の構成によれば、地震力(振幅)が大きく、支持部材に対する許容スライド領域内での荷受け部材の相対移動だけでは十分な免震効果が期待できないような場合でも、支持部材そのものを、ラックの隔壁枠を構成する支柱材の側壁板部の左右横方向の弾性変形を利用して、ラックに対して前後水平方向に相対移動させることにより、免震効果を補わせることができる。従って、付勢手段の付勢ユニットに使用される粘弾性体の小型化にも役立つ。 In addition, according to the configuration of claim 2 , even when the seismic force (amplitude) is large and a sufficient seismic isolation effect cannot be expected only by relative movement of the load receiving member within the allowable slide region with respect to the support member, The support member itself is made to move relative to the rack in the front-rear and horizontal directions by using the elastic deformation in the lateral direction of the side wall plate portion of the column material constituting the partition wall frame of the rack, thereby supplementing the seismic isolation effect. be able to. Therefore, the viscoelastic body used in the urging unit of the urging means is useful for downsizing.

図1は本発明の荷支持装置が適用できるラックの基本的な構成を示しており、1は上下左右両方向に碁盤目状に配置された荷収納区画であって、左右横方向に隣接する荷収納区画1間には垂直に隔壁枠2が立設され、上下に隣接する荷収納区画1は、左右一対の荷受け部材3によって区切られている。   FIG. 1 shows a basic configuration of a rack to which the load supporting apparatus of the present invention can be applied. Reference numeral 1 denotes a load storage section arranged in a grid pattern in both the upper, lower, left and right directions, and adjacent loads in the left and right lateral directions. A partition frame 2 is erected vertically between the storage compartments 1, and the load storage compartments 1 adjacent to each other in the vertical direction are separated by a pair of left and right load receiving members 3.

各隔壁枠2は、前後一対の支柱材4a,4bを連結部材5によって互いに連結したラチス構造のものであって、荷収納区画1の背面側では、各隔壁枠2の後側支柱材4bが水平や斜めの連結部材6で連結され、荷収納区画1の正面側、即ち、荷収納区画1に対して荷の出し入れを行う入出庫用クレーンの走行通路側では、荷収納区画1に対する荷の出し入れに邪魔にならないレベルで水平連結材(図示省略)で各隔壁枠2の前側支柱材4aどうしが連結されることが知られている。左右一対の荷受け部材3は、荷収納区画1に対する荷の出し入れ方向、即ち、荷収納区画1の前後奥行き方向(X方向)に長い棒状のもので、その前後両端部が、外側に隣接する隔壁枠2の前後両支柱材4a,4bに取り付けられた前後一対のアーム材7に支持される。   Each partition frame 2 has a lattice structure in which a pair of front and rear support members 4a and 4b are connected to each other by a connecting member 5. On the back side of the load storage compartment 1, the rear support members 4b of each partition frame 2 are On the front side of the load storage section 1, that is, on the traveling passage side of the loading / unloading crane that loads and unloads the load storage section 1, the load is stored in the load storage section 1. It is known that the front strut members 4a of the partition wall frames 2 are connected to each other by a horizontal connecting material (not shown) at a level that does not interfere with loading and unloading. The pair of left and right load receiving members 3 are rod-shaped members that are long in the loading / unloading direction of the load storage section 1, that is, the front-rear depth direction (X direction) of the load storage section 1, and the front and rear ends thereof are partition walls adjacent to the outside. It is supported by a pair of front and rear arm members 7 attached to both front and rear support members 4a and 4b of the frame 2.

以下、本発明の一実施形態を具体的に説明すると、各荷受け部材3は、図2Bに示すように、下側開放の門形材8から成り、この各荷受け部材3の下側には、図2に示すように、当該荷受け部材3と平行な支持部材9が、外側に隣接する隔壁枠2の前後両支柱材4a,4bに取り付けられた前後一対のアーム材7の内端に固着されることにより架設されている。前後一対のアーム材7の外端は、従来周知のように、前後両支柱材4a,4bに高さ変更自在に取り付けられる取付部材10に固着されている。前後両支柱材4a,4bは、互いに対向する内側が開放する横断面形状のもので、前記取付部材10は、図2Cに示すように、支柱材4a,4bの横向きに突出する横断面角形の側壁板部4cに外嵌する状態でピン10aにより係止される。   Hereinafter, one embodiment of the present invention will be described in detail. Each load receiving member 3 is composed of a lower gate member 8 as shown in FIG. 2B, and below each load receiving member 3, As shown in FIG. 2, a support member 9 parallel to the load receiving member 3 is fixed to the inner ends of a pair of front and rear arm members 7 attached to the front and rear support members 4a and 4b of the partition wall frame 2 adjacent to the outside. It is constructed by doing. As is well known in the art, the outer ends of the pair of front and rear arm members 7 are fixed to an attachment member 10 that is attached to both front and rear support members 4a and 4b so that the height can be freely changed. Both the front and rear support members 4a and 4b have a cross-sectional shape with the inner sides facing each other open, and the mounting member 10 has a rectangular cross-section projecting sideways of the support members 4a and 4b as shown in FIG. 2C. It is locked by a pin 10a in a state of being fitted on the side wall plate portion 4c.

支持部材9は、帯状板を曲げ加工して構成された型材から成るもので、荷受け部材3を構成する門形材8よりも巾が狭く且つその天板部8aと平行な天板部9aを備えている。この支持部材9の天板部9aと荷受け部材3を構成する門形材8の天板部8aとの間には、支持手段を兼ねる付勢手段11が配設されている。この付勢手段11は、図2及び図3に示すように、荷受け部材3の長さ方向両端部と中央部の3箇所に介装された付勢ユニット12A〜12Cを備えている。   The support member 9 is made of a mold material formed by bending a belt-like plate, and has a top plate portion 9a that is narrower than the portal member 8 constituting the load receiving member 3 and parallel to the top plate portion 8a. I have. Between the top plate portion 9a of the support member 9 and the top plate portion 8a of the gate-shaped member 8 constituting the load receiving member 3, an urging means 11 also serving as a support means is disposed. As shown in FIGS. 2 and 3, the urging means 11 includes urging units 12 </ b> A to 12 </ b> C that are interposed at three portions, that is, both ends in the length direction of the load receiving member 3 and the central portion.

各付勢ユニット12A〜12Cは同一構造のもので、図4及び図5に示すように、荷受け部材3(門形材8)の天板部8aの下側に取付ネジ13で取り付けられた垂直向きの円柱状の位置決めピン14と、支持部材9の天板部9aの上側に周方向複数箇所を取付ボルト15で取り付けられた垂直向きの保持用筒状体16と、この保持用筒状体16の上端に周方向複数本の取付ネジ17で取り付けられるリング状のカバープレート18と、保持用筒状体16に嵌め込まれる円環状の粘弾性体19とから構成されている。この円環状の粘弾性体19の内径は、位置決めピン14を丁度挿入できるサイズであり、高さは保持用筒状体16の高さと略等しい。又、位置決めピン14は、カバープレート18を含む保持用筒状体16の全高より少し短い長さとなっている。   Each of the urging units 12A to 12C has the same structure, and as shown in FIGS. 4 and 5, a vertical screw attached to the lower side of the top plate portion 8a of the load receiving member 3 (gate shape member 8) with a mounting screw 13. A cylindrical positioning pin 14 facing in the vertical direction, a vertical holding cylindrical body 16 having a plurality of circumferential positions attached to the upper side of the top plate portion 9a of the support member 9 with mounting bolts 15, and this holding cylindrical body The ring-shaped cover plate 18 is attached to the upper end of 16 with a plurality of mounting screws 17 in the circumferential direction, and the annular viscoelastic body 19 is fitted into the holding cylindrical body 16. The inner diameter of the annular viscoelastic body 19 is a size that allows the positioning pin 14 to be inserted, and the height is substantially equal to the height of the holding cylindrical body 16. The positioning pin 14 has a length slightly shorter than the total height of the holding cylindrical body 16 including the cover plate 18.

各付勢ユニット12A〜12Cの組み込みは次のように行うことができる。即ち、支持部材9の天板部9a上の所定位置に保持用筒状体16を取り付けたならば、この保持用筒状体16内に粘弾性体19を嵌め込み、カバープレート18を取り付ける。そして所定位置に位置決めピン14を取り付けた荷受け部材3を、各位置決めピン14を支持部材9側の保持用筒状体16内の粘弾性体19の中央孔部に挿入させるように支持部材9上に被せ、荷受け部材3(門形材8)の天板部8aの下側面を、各付勢ユニット12A〜12Cにおける保持用筒状体16のカバープレート18の上面に当接させることにより、当該荷受け部材3を所定レベルに水平に支持させると同時に、荷受け部材3と支持部材9との間への各付勢ユニット12A〜12Cの組み込みが完了する。   Each of the urging units 12A to 12C can be incorporated as follows. That is, if the holding cylindrical body 16 is attached to a predetermined position on the top plate portion 9a of the support member 9, the viscoelastic body 19 is fitted into the holding cylindrical body 16 and the cover plate 18 is attached. The load receiving member 3 having the positioning pins 14 attached thereto at predetermined positions is placed on the support member 9 so that each positioning pin 14 is inserted into the central hole of the viscoelastic body 19 in the holding cylindrical body 16 on the support member 9 side. And the lower surface of the top plate portion 8a of the load receiving member 3 (the gate-shaped member 8) is brought into contact with the upper surface of the cover plate 18 of the holding cylindrical body 16 in each of the urging units 12A to 12C. At the same time that the load receiving member 3 is horizontally supported at a predetermined level, the assembly of the urging units 12A to 12C between the load receiving member 3 and the support member 9 is completed.

上記のようにして、荷受け部材3と支持部材9との間に組み込まれた各付勢ユニット12A〜12Cにおける粘弾性体19は、保持用筒状体16の内周垂直面16aと位置決めピン14の外周垂直面14aとの間で挟まれた状態となっている。又、保持用筒状体16の外径は、荷受け部材3(門形材8)の左右両側板部8b,8c間の内巾より少し小さい。従って、荷受け部材3と支持部材9とは、各付勢ユニット12A〜12Cにおいて位置決めピン14の外周垂直面14aと保持用筒状体16の内周垂直面16aとの間で円環状の粘弾性体19を水平半径方向に圧縮する作用を伴うことにより、荷収納区画1の前後奥行き方向(X方向)と当該X方向に対し直交する左右方向とを含む水平二次元平面上で相対移動することができる。このとき、荷受け部材3(門形材8)の天板部8aの下側面が、各付勢ユニット12A〜12Cにおける保持用筒状体16のカバープレート18の上面と摺接するので、当該カバープレート18の上面が荷受け部材3を支持する滑り面18aとなり、これに摺接する天板部8aの下側面が被支持面部20となる。従って、カバープレート18を摩擦抵抗の少ない材料で構成するのが望ましい。勿論、天板部8aの下側面をそのまま被支持面部20としたが、当該天板部8aの下側に摩擦抵抗の少ない材料から成る滑りプレートを付設し、この滑りプレートの下側面を被支持面部20とすることもできる。   As described above, the viscoelastic body 19 in each of the urging units 12A to 12C incorporated between the load receiving member 3 and the support member 9 includes the inner peripheral vertical surface 16a of the holding cylindrical body 16 and the positioning pin 14. Between the outer peripheral vertical surfaces 14a. The outer diameter of the holding cylindrical body 16 is slightly smaller than the inner width between the left and right side plate portions 8b, 8c of the load receiving member 3 (the gate-shaped member 8). Therefore, the load receiving member 3 and the support member 9 are annular viscoelasticity between the outer peripheral vertical surface 14a of the positioning pin 14 and the inner peripheral vertical surface 16a of the holding cylindrical body 16 in each of the urging units 12A to 12C. Relative movement on a horizontal two-dimensional plane including the front-rear depth direction (X direction) of the load storage compartment 1 and the left-right direction orthogonal to the X direction by the action of compressing the body 19 in the horizontal radial direction. Can do. At this time, the lower surface of the top plate portion 8a of the load receiving member 3 (the gate member 8) is in sliding contact with the upper surface of the cover plate 18 of the holding cylindrical body 16 in each of the urging units 12A to 12C. The upper surface of 18 is a sliding surface 18a that supports the load receiving member 3, and the lower surface of the top plate portion 8a that is in sliding contact with this is the supported surface portion 20. Therefore, it is desirable that the cover plate 18 be made of a material having a low frictional resistance. Of course, the lower surface of the top plate portion 8a is used as the supported surface portion 20 as it is. However, a sliding plate made of a material having a low frictional resistance is provided below the top plate portion 8a, and the lower surface of the sliding plate is supported. The surface portion 20 can also be used.

上記の荷受け部材3と支持部材9との水平相対移動において、荷収納区画1の前後奥行き方向(X方向)の水平相対移動は、各付勢ユニット12A〜12Cにおける粘弾性体19の水平半径方向の圧縮限界によって制限され、当該X方向に対し直交する左右方向の水平相対移動は、各付勢ユニット12A〜12Cにおける粘弾性体19の水平半径方向の圧縮限界か又は、保持用筒状体16と荷受け部材3(門形材8)の左右両側板部8b,8cとの当接によって制限される。   In the horizontal relative movement between the load receiving member 3 and the support member 9 described above, the horizontal relative movement in the front-rear depth direction (X direction) of the load storage section 1 is the horizontal radial direction of the viscoelastic body 19 in each of the urging units 12A to 12C. The horizontal relative movement in the horizontal direction orthogonal to the X direction is the compression limit in the horizontal radial direction of the viscoelastic body 19 in each of the urging units 12A to 12C or the holding cylindrical body 16 And the left and right side plate portions 8b, 8c of the load receiving member 3 (the gate-shaped member 8).

以上の構成の荷支持装置を備えた荷収納区画1内に荷が収納保管されたときには、当該荷が左右一対の荷受け部材3上にが跨がって載置され、そのときの荷重は、前後方向3つの付勢ユニット12A〜12Cにおけるカバープレート18及び保持用筒状体16を介して支持部材9で受け止められ、粘弾性体19には作用しない。換言すれば、上記実施形態では、付勢ユニット12A〜12Cにおけるカバープレート18及び保持用筒状体16が、粘弾性体19に荷重を作用させないで荷受け部材3を水平にスライド可能に支持する支持手段を兼ねていることになる。   When a load is stored and stored in the load storage section 1 having the load supporting device having the above configuration, the load is placed across the pair of left and right load receiving members 3, and the load at that time is It is received by the support member 9 via the cover plate 18 and the holding cylindrical body 16 in the three urging units 12A to 12C in the front-rear direction, and does not act on the viscoelastic body 19. In other words, in the above-described embodiment, the cover plate 18 and the holding cylindrical body 16 in the urging units 12A to 12C support the load receiving member 3 so as to be slidable horizontally without applying a load to the viscoelastic body 19. It also serves as a means.

而して、地震などによりラックが荷収納区画1の前後奥行き方向(X方向)に揺れ動いたとき、荷を支持している荷受け部材3に対し、ラックと一体の支持部材9が付勢ユニット12A〜12Cの粘弾性体19の水平半径方向の弾性に抗して同方向に揺動し、荷を支持している荷受け部材3と支持部材9との間で相対移動が生じ、荷受け部材3上の荷は殆ど揺れ動かないか又は、支持部材9の揺れよりも遅れて小さな振幅で揺れ動くことになり、揺れの速度や振幅が想定範囲内であれば所期の免震効果が得られる。勿論、付勢ユニット12A〜12Cの粘弾性体19は、常に弾性復帰力で所期の半径状態に自動復帰しようとするので、ラックの揺れが収まったときには、当該粘弾性体19の弾性復帰力で荷受け部材3は所期の定位置に自動的に戻される。このとき粘弾性体19の弾性復帰力は、荷が搭載されている荷受け部材3を、各付勢ユニット12A〜12Cの支持部材9側の滑り面18a(カバープレート18の上面)と荷受け部材3側の被支持面部20との間の摩擦力に抗して原点復帰させることになるので、この滑り面18aと被支持面部20との間の摩擦力はできる限り小さくなるように構成しなければならない。   Thus, when the rack swings in the front-rear depth direction (X direction) of the load storage section 1 due to an earthquake or the like, the support member 9 integral with the rack is biased to the load receiving member 3 supporting the load. Oscillates in the same direction against the elasticity in the horizontal radial direction of the viscoelastic body 19 of ˜12C, relative movement occurs between the load receiving member 3 supporting the load and the support member 9, and the load receiving member 3 The load is hardly swayed or swayed with a small amplitude later than that of the support member 9. If the speed and amplitude of the sway are within the assumed range, the desired seismic isolation effect can be obtained. Of course, the viscoelastic body 19 of the urging units 12A to 12C always tries to automatically return to the desired radial state with the elastic return force, so that when the rack swing is stopped, the elastic return force of the viscoelastic body 19 is reduced. Thus, the load receiving member 3 is automatically returned to the intended fixed position. At this time, the elastic restoring force of the viscoelastic body 19 causes the load receiving member 3 on which the load is mounted to slide the sliding surface 18a (the upper surface of the cover plate 18) on the support member 9 side of each of the urging units 12A to 12C and the load receiving member 3. Since the origin is returned against the frictional force with the supported surface portion 20 on the side, the frictional force between the sliding surface 18a and the supported surface portion 20 must be configured to be as small as possible. Don't be.

又、上記実施形態では、アーム材7を介して支持部材9を支持している隔壁枠2の前後一対の支柱材4a,4bが横断面形状が開放断面であって、図2Cに示すように、アーム材7を取り付けている支柱材4a,4bの横向きに突出する横断面角形の側壁板部4cが内外水平方向に弾性変形できるものであるから、この支柱材4a,4bの横断面角形の側壁板部4cの内外水平方向の弾性変形を伴う方向であれば、支持部材9と隔壁枠2との間の水平方向の相対移動がある程度許容されている。従って、地震などによるラック(隔壁枠2)の揺れ方向によっては、支持部材9と荷受け部材3との間の水平方向相対移動に加えて、支持部材9と隔壁枠2との間の水平方向の相対移動が、荷受け部材3で支持されている荷に対する免震効果を高めることにもなる。   In the above embodiment, the pair of front and rear support columns 4a and 4b of the partition wall frame 2 supporting the support member 9 via the arm member 7 has an open cross section as shown in FIG. 2C. Since the side wall plate 4c having a square cross section projecting sideways of the column members 4a and 4b to which the arm member 7 is attached can be elastically deformed in the horizontal direction inside and outside, the square cross section of the column members 4a and 4b is rectangular. If the side plate 4c is in a direction accompanied by elastic deformation in the inner and outer horizontal directions, the horizontal relative movement between the support member 9 and the partition frame 2 is allowed to some extent. Therefore, depending on the shaking direction of the rack (partition wall frame 2) due to an earthquake or the like, in addition to the horizontal relative movement between the support member 9 and the load receiving member 3, the horizontal direction between the support member 9 and the partition frame 2 The relative movement also increases the seismic isolation effect for the load supported by the load receiving member 3.

尚、上記実施形態において、付勢ユニット12A〜12Cにおける位置決めピン14を支持部材9側から突設し、保持用筒状体16を荷受け部材3(門形材8)の天板部8a側に取り付けても良い。更に、左右一対の荷受け部材3は、入出庫用クレーンの荷移載用フォークなどによる荷の出し入れに影響しない箇所、例えば荷受け部材3の後端部や、前記荷移載用フォークの出退空間より下側で、荷受け部材3どうしを連結部材で互いに連結することも可能である。 In the above embodiment, the positioning pins 14 in the urging units 12A to 12C are projected from the support member 9 side, and the holding cylindrical body 16 is placed on the top plate portion 8a side of the load receiving member 3 (gate shape member 8). It may be attached. Further, the pair of left and right load receiving members 3 are located at locations that do not affect loading / unloading by the load transfer fork of the crane for loading and unloading, for example, the rear end portion of the load receiving member 3 and the space for moving the load transfer fork. On the lower side, the load receiving members 3 can be connected to each other by a connecting member.

A図は荷保管用ラックの基本構成を説明する要部の横断平面図、B図は同要部の正面図である。Fig. A is a cross-sectional plan view of the main part for explaining the basic configuration of the load storage rack, and Fig. B is a front view of the main part. A図は荷支持装置を示す平面図、B図は同正面図、C図はA図のC部拡大図である。Fig. A is a plan view showing the load supporting device, Fig. B is a front view thereof, and Fig. C is an enlarged view of a portion C of Fig. A. 荷支持装置の片側を示す一部切欠き側面図である。It is a partially cutaway side view showing one side of the load supporting device. 支持手段兼用の1つの付勢ユニットを示す縦断側面図である。It is a vertical side view which shows one urging | biasing unit used also as a support means. 図4のA−A線断面図である。 It is the sectional view on the AA line of FIG .

符号の説明Explanation of symbols

1 荷収納区画
2 隔壁枠
3 荷受け部材
4a,4b 支柱材
5,6 連結部材
7 アーム材
8 門形材
8a 門形材の天板部
8b,8c 門形材の左右両側板部
8d 門形材の両端垂直板部
8e,8f 門形材の左右両張出板部
9 支持部材
9a 支持部材の天板部
10 取付部材
11 付勢手段
12A〜12C 付勢ユニット
14 位置決めピン
16 保持用筒状体
18 カバープレート
18a 滑り面
19 粘弾性体
DESCRIPTION OF SYMBOLS 1 Load storage section 2 Bulkhead frame 3 Load receiving members 4a and 4b Support | pillar members 5 and 6 Connecting member 7 Arm material 8 Gate shape material 8a Top plate portions 8b and 8c of the gate shape material Left and right side plate portions 8d of the gate shape material Vertical plate parts 8e, 8f of both ends
9 Support members
9a Top plate portion 10 of support member Mounting member 11 Energizing means 12A to 12C Energizing unit
14 positioning pin 16 holding tubular body 18 the cover plate 18a sliding surface
19 Viscoelastic body

Claims (2)

荷収納区画の左右両隔壁枠の内側に、当該荷収納区画の前後奥行き方向に長い左右一対の荷受け部材が水平に架設された荷保管用ラックの荷支持装置であって、前記荷受け部材の下側には、前記左右両隔壁枠から連設された支持部材が配置され、この支持部材と荷受け部材との間には、当該荷受け部材を少なくとも荷収納区画の前後奥行き方向の一定範囲内でスライド可能に支持する支持手段と、当該荷受け部材をスライド可能領域内の定位置に付勢保持する付勢手段とが配設され、この付勢手段は、前記荷受け部材側の垂直面と前記支持部材側の垂直面との間に挟まれた粘弾性体を有する少なくとも1つの付勢ユニットを備えたもので、前記粘弾性体が前記荷受け部材と前記支持部材との間で上下方向の圧縮力を受けることを前記支持手段で防止するように構成された荷保管用ラックの荷支持装置において、
前記付勢ユニットは、前記支持部材と前記荷受け部材との内の一方に固着突設された垂直向きの位置決めピンと、この位置決めピンに外嵌する粘弾性体と、この粘弾性体を囲むように他方の部材に取り付けられた垂直向きの保持用筒状体とから成り、
前記保持用筒状体の遊端に、前記位置決めピンが突設された側の部材の被支持面部に当接する滑り面が設けられ、この保持用筒状体を備えた付勢ユニットが前記支持手段を兼用するように構成された、荷保管用ラックの荷支持装置。
A load supporting device for a load storage rack in which a pair of left and right load receiving members extending in the front-rear depth direction of the load storage compartment are horizontally installed inside the left and right partition walls of the load storage compartment, On the side, a support member connected from the left and right partition walls is disposed, and between the support member and the load receiving member, the load receiving member is slid at least within a certain range in the front-rear depth direction of the load storage section. And a supporting means for supporting the load receiving member and a biasing means for biasing and holding the load receiving member at a fixed position in the slidable region. The biasing means includes a vertical surface on the load receiving member side and the support member. Comprising at least one biasing unit having a viscoelastic body sandwiched between a vertical surface on the side, and the viscoelastic body exerts a compressive force in the vertical direction between the load receiving member and the support member. Receiving said support means In load support apparatus configured load storage rack to prevent,
The urging unit includes a vertical positioning pin fixedly projected on one of the support member and the load receiving member, a viscoelastic body externally fitted to the positioning pin, and surrounding the viscoelastic body. It consists of a vertical holding cylinder attached to the other member,
The free end of the holding cylindrical body is provided with a sliding surface that comes into contact with the supported surface portion of the member on which the positioning pin protrudes, and the urging unit including the holding cylindrical body supports the support A load supporting device for a load storage rack configured to also serve as a means .
荷収納区画の左右両隔壁枠は、前後一対の支柱材を備え、各支柱材は互いに対向する内側が開放した横断面形状のものであって、前記支持部材は、前後両支柱材の側壁板部に取り付けられている、請求項1に記載の荷保管用ラックの荷支持装置。 The left and right bulkhead frames of the load storage compartment are provided with a pair of front and rear support members, each support member has a cross-sectional shape with the inner sides facing each other open, and the support member is a side wall plate of both front and rear support members. The load supporting device for a load storage rack according to claim 1 , wherein the load supporting device is attached to the portion .
JP2006228789A 2006-08-25 2006-08-25 Load support device for load storage rack Expired - Fee Related JP4849230B2 (en)

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