JP5610231B2 - Goods storage shelf - Google Patents

Description

  The present invention is a state in which a shelf structure constituted by a pair of front and rear columns arranged on the front side and the back side of the shelf in a state of being arranged in the front-rear width direction of the shelf, is arranged at intervals in the front-rear width direction of the shelf It is related with the article | item storage shelf provided with the attenuation | damping mechanism with which a pair is provided and the deformation | transformation vibration of the said shelf structure is attenuated.

As a conventional technique related to such an article storage shelf, as a damping mechanism, a damping mechanism that attenuates deformation vibration along the horizontal direction is arranged between the upper ends of a pair of shelf components, and the upper ends of each shelf component Are connected to a damping mechanism (for example, see Patent Document 1).
According to the above-described conventional configuration, when an earthquake occurs, the pair of shelf structural bodies are shaken, so that the damping mechanism is deformed along the horizontal direction, thereby absorbing the vibration energy of the shelf structural bodies and This suppresses the rolling of the shelf structure.

Japanese Utility Model Publication No. 62-164213

The configuration of the above-described conventional article storage shelf attenuates the deformation vibration of the shelf structure by the deformation of the damping mechanism along the horizontal direction when the distance between the upper ends of the pair of shelf structures changes due to the earthquake. Therefore, when the distance between the upper ends of the pair of shelf structures does not change, the damping mechanism does not act, and the vibration of the shelf structures cannot be effectively damped.
For example, like an article storage shelf in an automatic warehouse facility equipped with a stacker crane, each shelf structure is often configured to have the same height and the same length in the width direction of the shelf. The vibration characteristics of each body are similar. Further, the vibration characteristics of the pair of shelf components may be the same depending on the storage state of the articles stored in the shelf components.
When the vibration characteristics are the same, when an earthquake occurs, the upper end portions of the pair of shelf structures vibrate in a state where the phases are aligned.
Thus, when the interval at the upper end of the shelf structure does not change, the damping mechanism that attenuates the deformation vibration along the horizontal direction does not work as described above, and thus it is difficult to attenuate the vibration of the shelf structure. .

  The present invention has been made in view of the above circumstances, and an object of the present invention is to provide an article storage shelf capable of appropriately attenuating deformation vibration of a shelf structure.

In order to achieve this object, the first characteristic configuration of the article storage shelf according to the present invention includes a pair of front and rear columns arranged on the shelf front side and the shelf back side in a state of being arranged in the shelf front-rear width direction. A pair of provided shelf structures are provided in a state in which the shelf front sides face each other in a state of being spaced apart in the longitudinal direction of the shelf, and an article storage provided with a damping mechanism that attenuates deformation vibration of the shelf structure On the shelf,
Each of the columns on the front side of the shelf in the pair of shelf structures or each of the columns on the back side of the shelf is different in the longitudinal direction of the shelf in the beam member disposed along the longitudinal direction of the shelf. The damping mechanism is installed across the beam member and the shelf structure at a location different from the pivot connection location of the beam member and the column in the width direction of the shelf. In the point.

According to this characteristic configuration, each of the pillars on the shelf front side in each of the pair of shelf structural bodies or each of the pillars on the shelf rear side is pivotally connected to the beam member along the longitudinal direction of the shelf, The place where the beam member and the column are pivotally connected, for example, in a form in which the upper part is connected to the beam member and the lower part is connected to the shelf structure, and the damping mechanism extends over the beam member and the shelf structure. It is erected. Therefore, when the shelf structure is shaken by an earthquake and the pair of front and rear columns of the shelf structure is deformed and vibrated, the beam member is a horizontal axis with the two pivots connected to the columns of each shelf structure. Try to vibrate to change posture around the mind. Thereby, the force of a compression direction and the force of a tension direction act with respect to each of a pair of damping mechanism in the shelf width direction connected to the location different from the pivot connection location of a beam member and a support | pillar. A deformation | transformation vibration of a shelf structure can be attenuated because a damping mechanism deform | transforms with this tensile force and compressive force.
As described above, according to this characteristic configuration, the horizontal direction vibration at the upper end portion of the pair of shelf structures is converted by converting the horizontal deformation vibration at the upper end portions of the pair of shelf structures into the vertical deformation vibration of the beam member. Even when the phases of the deformation vibrations are aligned, the vibration deformation of the shelf structure can be attenuated, and the deformation vibration of the shelf structure can be appropriately attenuated.

  In the second characteristic configuration of the article storage shelf according to the present invention, the column on the shelf front side in each of the pair of shelf structures is pivotally connected to the beam member, and the damping mechanism is arranged in the shelf front-rear width direction. In a state of being paired with each other, the beam member is constructed over both ends of the beam member and the columns on the back side of the shelf in the pair of shelf structures.

  According to this characteristic configuration, when a pair of shelf structural bodies deforms and vibrates due to an earthquake, the beam is supported with the pivot connection point at the upper end of the column on the front side of each shelf of the pair of shelf structural bodies as a fulcrum. The force in the vertical direction acts at the location where the member damping mechanism is connected. That is, a force in the compression direction acts on the damping mechanism at the upper end portion of the column on the back side of the shelf in one shelf structure, and the tensile direction on the damping mechanism at the upper end portion of the column on the back side of the shelf in the other shelf structure. The tensile force and the compressive force are applied to the damping mechanism in the reverse combination. In this way, by transforming the horizontal deformation vibration at the upper end of the pair of shelf structures into the vertical deformation vibration of the beam member, the horizontal deformation vibration at the upper end of the pair of shelf structures is reduced. Even if the phases are aligned, the vibration deformation of the shelf structure can be attenuated, and the deformation vibration of the shelf structure can be appropriately attenuated.

  A third characteristic configuration of the article storage shelf according to the present invention is that a plurality of pairs of the pair of shelf structures are provided adjacent to each other on the back side of the shelf, and the beam members are the plurality of pairs of shelves in the longitudinal direction of the shelf. Each of the columns on the back side of the shelf in the plurality of pairs of shelves is pivotally connected to the beam member, and the damping mechanism includes the plurality of pairs. In the shelf structure, it is constructed over each of the columns on the shelf front side and the beam member.

  When a damping mechanism is installed between the beam member and the shelf back side column in the shelf structure, for example, the configuration in which the back sides of adjacent shelf structures are connected to each other, or the column on the shelf back side in a pair of shelf structures is common. In the configuration that is also used in the support column, when deformation vibration due to an earthquake occurs in a plurality of pairs of shelves whose upper parts are coupled by both members, the beam member is connected to a pair of pivots in a certain pair of shelves. The rear side of the shelf structure is adjacent in the longitudinal direction of the shelf of the beam member in an attempt to generate both a change in posture with the point as a fulcrum and a change in posture with the pivot connection point in the paired shelf structure adjacent thereto as a fulcrum. In the place where the beam is connected, the force in the pulling direction (or compression) due to the posture change of the beam member pivotally connected to the one side of the shelf structure body between each of the connected columns on the back side of the shelf and the beam member. Direction force) and the other pair of shelves Deformation of the shelf structure because both the force in the compression direction (or the force in the tensile direction) due to the posture change of the beam member pivotally connected to the side part acts and the beam member is difficult to move up and down. There is a possibility that the vibration cannot be attenuated appropriately.

In this regard, in this feature configuration, the connection configuration between the beam member and the pair of front and rear columns in the shelf structure is replaced with the above configuration, and the column on the front side of the shelf in the longitudinal direction of the shelf with the column on the back side of the shelf as a fulcrum. The force acting in the direction that causes the beam member to change the posture at the position where the column is located deforms the damping mechanism built on the column and beam member on the front side of the shelf to appropriately deform the vibration of the shelf structure. Can be attenuated.
As described above, according to this feature configuration, when a pair of shelf structural bodies deform and vibrate due to an earthquake shake, the shelf structural body is appropriately deformed by the damping mechanism installed on the support column and the beam member on the shelf front side. Vibration can be damped.

  According to a fourth characteristic configuration of the article storage shelf according to the present invention, the shelf configuration body includes a plurality of storage units that store articles in the width direction of the shelf front and rear sides of the pair of shelf configuration bodies. Each of the columns is pivotally connected to the beam member, and the damping mechanism is paired in the longitudinal direction of the shelf, and the shelves in the pair of shelf structures are arranged at both ends of the beam member. It exists in spanning over the horizontal material which connects the support | pillar of the back side, and the support | pillar of the said shelf front side.

According to this characteristic configuration, when a pair of shelf structural bodies deforms and vibrates due to an earthquake shake, the pivot member connection point at the upper end of each front column of the pair of shelf structural bodies is used as a fulcrum. A vertical force acts at both ends. That is, a force in the compression direction acts on the damping mechanism connected to the intermediate portion in the longitudinal direction of the shelf in one shelf structure, and the damping mechanism connected to the intermediate portion in the longitudinal direction of the shelf in the other shelf structure. A tensile force is applied. In this way, by transforming the horizontal deformation vibration at the upper end of the pair of shelf structures into the vertical deformation vibration of the beam member, the horizontal deformation vibration at the upper end of the pair of shelf structures is reduced. Even if the phases are aligned, the vibration deformation of the shelf structure can be attenuated, and the deformation vibration of the shelf structure can be appropriately attenuated.
Since the damping mechanism is connected to the intermediate part in the front-rear direction of the shelf structure, the shelf structure is also provided with a plurality of article storage parts arranged in the front-rear direction of the shelf. , By making the distance in the longitudinal direction of the shelf from the fulcrum of the front side support column shorter than the distance to the back side support column, the load applied to the pivot connection point between the front side support column and the beam member and the force applied to the damping mechanism are increased. It can moderately suppress becoming too much.

  According to a fifth characteristic configuration of the article storage shelf according to the present invention, the upper and lower ends of the pair of front and rear columns have the same height, and the damping mechanism is installed in a state where the beam member is in a posture along the horizontal direction. In the point.

  Many of the shelf structures in existing article storage shelves are configured to have the same column height. According to this feature configuration, the damping mechanism can be installed in such a state that the beam member is in a posture along the horizontal direction with respect to such an existing shelf configuration body. The present invention can be suitably applied.

  A sixth characteristic configuration of the article storage shelf according to the present invention is that the beam member and the damping mechanism are connected in a state in which an upper side portion of the damping mechanism is within the vertical width of the beam member.

  According to this feature configuration, since the beam member can be arranged close to the upper end of the shelf structure in the vertical direction, the increase in the vertical height of the article storage shelf by providing the beam member is minimized. It is possible to achieve downsizing in the vertical direction.

  A seventh characteristic configuration of the article storage shelf according to the present invention is that the beam member is a beam of a building on which the pair of shelf structures are installed.

  According to this feature configuration, the upper end portions of the pair of shelf structures can be connected using the beams of the building where the pair of shelf structures are installed, so that the structure can be simplified by using the members together. Moreover, the strength of the shelf structure can be improved by connecting the pair of shelf structures and the building with beams.

  An eighth characteristic configuration of the article storage shelf according to the present invention is that a plurality of the beam members are arranged at intervals in the lateral width direction of the shelf.

  According to this characteristic configuration, a plurality of the racks are arranged at intervals in the shelf width direction, so that the upper portions of the pair of shelf structures are connected at a plurality of locations in the shelf width direction. Accordingly, the deformation vibration of the shelf structure can be effectively damped by the damping mechanism connected to the plurality of beam members while improving the strength of the article storage shelf.

Front view of the article storage shelf of the first embodiment The upper part enlarged view of the article | item storage shelf of 1st Embodiment. Longitudinal sectional view of the damping mechanism of the first embodiment Longitudinal sectional view of the pivot connection portion of the first embodiment The schematic diagram which shows the vibration state of the article | item storage shelf of 1st Embodiment. Front view of the article storage shelf of the second embodiment Upper part enlarged view of the article storage shelf of the second embodiment Longitudinal sectional view of the damping mechanism of the second embodiment The schematic diagram which shows the vibration state of the article | item storage shelf of 2nd Embodiment. The front view of the article storage shelf of 3rd Embodiment, and the longitudinal cross-sectional view of the building in which this is installed The upper part enlarged view of the article storage shelf of 3rd Embodiment The schematic diagram which shows the vibration state of the article | item storage shelf of 3rd Embodiment.

[First Embodiment]
An embodiment of an article storage shelf according to the present invention will be described with reference to the drawings.
As shown in FIG. 1, a pair of shelf structures 1 are provided in a state where they are arranged at intervals in the longitudinal direction of the shelf. The pair of shelf structures 1 are arranged in a posture in which the article loading and unloading directions are opposed to each other, and a movement path 3 of a stacker crane 2 as an article conveying device is formed between the pair of shelf structures 1. That is, the shelf structure 1 constitutes an article storage shelf in an automatic warehouse.

  The stacker crane 2 is formed between a traveling carriage 5 that can travel on a traveling rail laid on the floor surface 4 in the horizontal direction of the shelf and a pair of elevating masts 6 that are erected on both front and rear ends of the traveling carriage 5. A lifting platform 7 that can freely move up and down the lifting path is provided. The lifting platform 7 is equipped with a retractable transfer device that can transfer articles to and from the article storage units provided on the shelf structure 1 in the vertical and horizontal directions. Then, the stacker crane 2 performs a warehousing operation and an unloading operation with respect to the article storage unit by a traveling operation of the traveling carriage 5, a lifting operation of the lifting platform 7, and a transfer operation of the transfer device.

  The shelf structure 1 has a column 8a on the front side of the shelf (hereinafter referred to as a front column 8a) and a column 8b (hereinafter referred to as a back column 8b) on the back side of the shelf arranged in the width direction of the shelf. The pair of front and rear columns 8a and 8b are connected by a lattice 9 and a horizontal member 10 to constitute a column frame 11. Although illustration is abbreviate | omitted, the shelf structure 1 is constituted by arranging a plurality of support frame bodies 11 in the shelf width direction and connecting them with a plurality of horizontal members at a plurality of upper and lower positions. In addition, in the back surface of the shelf structure 1, the back side support | pillar 8b in the support | pillar frame 11 is connected by the back brace for reinforcement.

  The upper ends of the pair of shelf structures 1 are connected by a beam member 12 along the horizontal direction. A plurality of beam members 12 are arranged at intervals in the lateral width direction of the shelf, with the longitudinal direction being along the longitudinal direction of the shelf. And the upper rail 15 which guides the movement of the upper side of the stacker crane 2 by the guide roller with which the upper frame 14 which connects a pair of raising / lowering mast of the stacker crane 2 is engaged with the beam member 12 is suspended. Is provided.

  As shown in FIG. 2, the front-side column 8 a in each of the pair of shelf components 1 is pivotally connected to the beam member 12, and the back-side column 8 b in each of the pair of shelf components 1 is a shelf configuration. It is connected via a damping mechanism 13 that attenuates deformation vibration of the body 1.

  As shown in FIG. 1 and FIG. 2, each of the front-side columns 8 a in the pair of shelf structures 1 is pivotally connected at different locations in the front-rear width direction of the beam member 12. The damping mechanism 13 is installed across each of both end portions of the beam member 12 and each of the back-side columns 8b in the pair of shelf structures 1 in a paired state in the width direction of the shelf.

  The damping mechanism 13 has an upper portion connected to the beam member 12 and a lower portion on the back side of the shelf structure 1 at a location different from the pivot connection location between the beam member 12 and the front side support column 8a in the longitudinal direction of the shelf. In a form connected to the column 8b, the beam member 12 and the shelf structure 1 are installed.

  As shown in FIG. 2, the height of the upper ends of the pair of front and rear columns 8a and 8b is the same, and the damping mechanism is installed in a state where the beam member 12 is in a posture along the horizontal direction. The beam member 12 and the damping mechanism 13 are connected so that the upper portion of the damping mechanism 13 is within the vertical width of the beam member 12.

  By setting it as such a structure, the beam member 12 can be attached in a horizontal attitude | position also with respect to a pair of shelf structure in the existing automatic warehouse equipment. In addition, compared to the case where the damping mechanism 13 is attached to the installation location of the lattice 9 and the horizontal member 10 that connect the pair of front and rear columns 8a and 8b, the influence on the strength of the shelf structure is small, so the predetermined earthquake resistance standard is satisfied. This is advantageous when configuring a shelf structure.

  The beam member 12 is made of H steel having higher rigidity than the pair of front and rear columns 8a and 8b, and the connection structure between the front column 8a and the back column 8b is shown in FIGS. 3 and 4, respectively. It has become.

  As shown in FIG. 3, the damping mechanism 13 has a sandwich structure in which a viscoelastic body 18 is sandwiched between a laminated plate 16 and a connecting plate 17 that are attached in a posture along the vertical direction, thereby reducing vibration. The deformation vibration is attenuated by the viscous resistance force during shear deformation of the highly effective viscoelastic body 18.

  The laminated plate 16 is formed with bolt insertion holes formed so as to be distributed in the vertical and horizontal directions, and is formed in a vertically oriented plate-like portion 12H formed by cutting out an end portion of H steel constituting the beam member 12. The bolt 19 and the nut 20 are fastened and fixed.

  Two bolt insertion holes arranged in the longitudinal direction of the shelf are formed in the lower end portion of the connecting plate 17, bolt support insertion holes are formed in the lower side, and are attached upward to the upper end portion of the rear side support column 8 b by welding. The mounting protrusion 21 is fastened and fixed by a bolt 22 and a nut 23.

  As shown in FIG. 4, a pair of upward brackets 24 are attached to the upper end portion of the front column 8a by welding, and the bottom plate 12B that faces sideways is provided at a location where the reinforcing rib 12R of the beam member 12 is provided. Are pivotally connected by a bolt 26 and a nut 27 so that they can swing relative to each other. Note that a spacer 28 having a small sliding resistance is interposed in the gap between the pair of brackets 24 and the connecting portion 25.

  With the above configuration, when the pair of shelf structures 1 are deformed and vibrated due to an earthquake, the upper ends of the front-side columns 8a of the pair of shelf structures 1 are schematically shown in FIG. A vertical force is applied to both ends of the beam member 12 with the pivot connection point in the portion serving as a fulcrum. That is, in the state shown in FIG. 5, a force in the compression direction acts on the damping mechanism 13 at the upper end portion of the back-side support column 8b in the shelf structure 1 on the left side of the sheet, and the back-side column 1b in the shelf structure 1 on the right side of the sheet. A force in the tensile direction acts on the damping mechanism 13 at the upper end of the plate. Thus, the horizontal deformation vibration in the upper end portion of the pair of shelf structures 1 is converted into the deformation vibration in the vertical direction of the beam member 12 by converting the horizontal deformation vibration in the upper end portions of the pair of shelf structure bodies 1. Even if the phases of the swings are aligned, the vibration deformation of the shelf structural body can be attenuated, and the deformation vibration of the shelf structural body 1 can be appropriately attenuated.

[Second Embodiment]
The article storage shelf of the second embodiment is also in an automatic warehouse, but the depth in the longitudinal direction of the shelf is longer than that in the first embodiment. That is, the shelf structure 1 includes a plurality of article storage units (two in this embodiment) arranged in the longitudinal direction of the shelf. The stacker crane 2 uses the first retracted amount and the long second stroke as the retracting / retracting stroke of the transfer device, so that each of the two article storage units arranged in the front-rear direction of the shelf structure 1 The goods are transferred between.

  The configuration of the second embodiment is the same as that of the first embodiment except that the structure of the shelf structure and the connection location and structure between the shelf structure and the attenuation mechanism are different. The description will focus on the different configurations, and the description of the same configurations as the first embodiment will be omitted.

  In the present embodiment, a plurality of paired shelf structures 1 are arranged adjacent to each other in a state in which a plurality of them are arranged in the longitudinal direction of the shelf. The back column 8b of each shelf structure 1 is not connected, and each pair of shelf structures 1 is independent of the other pair of shelf structures 1.

  In this embodiment, the shelf structure 1 is attached with a pair of connecting horizontal members 31 for attaching the damping mechanism 33 instead of the top horizontal member 10.

  As shown in FIGS. 7 and 8, each of the pair of connecting horizontal members 31 is made of U-shaped steel having higher rigidity than the other horizontal members 10. In a state in which the pair of front and rear support columns 8a and 8b are sandwiched between the pair of connecting horizontal members 31 by bringing the pair of connecting horizontal members 31 into contact with the outer peripheral surfaces of the pair of front and rear support columns 8a and 8b in the width direction of the shelf. It is fixed by welding.

  And the attenuation mechanism 33 is arrange | positioned over the both ends of the beam member 32, and the intermediate part in the shelf front-back direction of the horizontal member 31 for a connection. That is, the beam member 12 is disposed so as to connect each of the pair of shelf structures 1 via the damping mechanism 33, and each of both ends of the beam member 32 and the pair of shelf structures 1. Is installed across the connecting horizontal member 31 that connects the back-side column 8b and the front-side column 8a. Moreover, the damping mechanism 33 is arrange | positioned in the state which makes a pair in the shelf front-back width direction corresponding to the shelf structure 1 which makes a pair. In the case of the present embodiment, two beam members 12 are arranged in the shelf width direction with respect to the two pairs of shelf structures 1. In addition, about the shelf width direction, the several beam member 32 is arrange | positioned similarly to 1st Embodiment.

  Each of the support columns 8 a on the shelf front side of the pair of shelf structures 1 is pivotally connected to the beam member 32. Since the connection structure between the beam member 32 and the front side support column 8a is the same as that of the first embodiment, the description thereof is omitted.

As shown in FIG. 8, the damping mechanism 33 is disposed below the beam member 32. The damping mechanism 33 has a sandwich structure in which a viscoelastic body 35 is sandwiched between three laminated plates 34. And the lower end part of the laminated plate 34 of the outer side in the lamination direction of the laminated plate 34 is bolted to the connection horizontal member 31 at two places aligned in the shelf front-rear direction. A spacer 36 is interposed between the two laminated plates 34 and the pair of connecting horizontal members 31.
The upper end portion of the laminated plate 34 on the inner side in the lamination direction of the laminated plate 34 is bolted to two brackets 37 that are attached to the beam member 32 by welding in two rows in the shelf front-rear width direction.
As shown in FIG. 7, the bracket 37 is welded to a portion of the bottom plate 32 </ b> B along the horizontal posture of the beam member 32 where the reinforcing rib 32 </ b> R on the end side is formed.

With the above configuration, when the pair of shelf structures 1 are deformed and vibrated due to the shaking of the earthquake, the upper ends of the front-side columns 8a of the pair of shelf structures 1 are schematically shown in FIG. A vertical force is applied to both ends of the beam member 32 with the pivot connection point in the portion serving as a fulcrum. That is, in the state shown in FIG. 9, a force in the compression direction acts on the damping mechanism 33 connected to the intermediate portion in the longitudinal direction of the shelf of the connecting horizontal member 31 in the first shelf structure 1 from the left side of the paper surface. A force in the tensile direction acts on the damping mechanism 33 connected to the intermediate portion in the longitudinal direction of the shelf of the connecting horizontal member 31 in the second shelf structure 1 from the left. The same applies to the force acting on the damping mechanism 33 in the third and fourth shelf structures 1 from the left side of the drawing. Thus, the horizontal deformation vibration in the upper end portion of the pair of shelf structures 1 is converted into the deformation vibration in the vertical direction of the beam member 32 by converting the horizontal deformation vibration in the upper end portions of the pair of shelf structure bodies 1. Even if the phases of the swings are aligned, the vibration deformation of the shelf structural body can be attenuated, and the deformation vibration of the shelf structural body 1 can be appropriately attenuated.
In the present embodiment, since the damping mechanism 33 is connected to the intermediate portion in the front-rear direction of the connecting horizontal member 31 in the shelf structure 1, the shelf structure 1 includes a plurality of article storage portions in the front-rear direction of the shelf. Even in the case of being arranged in a lined state, the distance in the front-rear direction of the shelf from the fulcrum of the front column 8a is made shorter than the distance to the back column, so that the front column 8a and the beam member 32 are arranged. It is possible to moderately suppress an excessive increase in the load applied to the pivot connection point and the force applied to the damping mechanism.

[Third Embodiment]
The article storage shelf of the third embodiment is also in an automatic warehouse, but compared to the one in the first embodiment, a plurality of pairs of shelf structures are provided adjacent to each other on the shelf back side, Since the beam members are configured in a form that is continuous in the front-rear width direction of the plurality of pairs of shelf structures, except that the connection configuration of the columns to the beam members is different, the following is the same as the first embodiment. The description will focus on the different configurations, and the description of the same configurations as in the first embodiment will be omitted.

  As shown in FIG. 10, a plurality of pairs (three pairs in the present embodiment) of the shelf structures 1 are provided in a state of being arranged in the shelf front-rear width direction. Although illustration is omitted, the back sides of the adjacent shelf structures 1 are connected to the back column 8b, the horizontal material 10 or the two shelf structures 1 as the horizontal material 10 at a plurality of positions on the upper and lower sides. These are connected, for example, by sharing the length corresponding to the length in the horizontal direction of the shelf.

  The plurality of pairs of shelf structures 1 are installed in a building 41, and the building 41 includes a plurality of columns 40 that support the roof 45 in addition to the beams 40 that are arranged in a state of being spaced apart in the width direction of the shelf. It comprises a member 42, a horizontal member 43 that connects a plurality of column members 42 in the vertical direction at a plurality of positions in the shelf width direction, an outer wall panel 44 that is supported by the horizontal member 43 and that is attached in multiple stages. .

  The beam 40 connects the column members 42 in the front-rear width direction, and connects the upper portions of the plurality of pairs of shelf structures 1. That is, the upper part of a pair of shelf structure 1 is connected by the beam of the building 41 in which a plurality of pairs of the shelf structure 1 are installed. And the beam member 40 is provided in the form which continues over multiple pairs of shelf structure 1 in the shelf front-back width direction. In the present embodiment, the beam member 40 is integrally formed to have a length extending over the plurality of shelf structural bodies 1 in the shelf width direction.

  As shown in FIG. 11, each of the back-side support columns 8 b in the plurality of pairs of shelf structures 1 is pivotally connected to the beam member 40, and the damping mechanism 13 is connected to the front-side support columns in the plurality of pairs of shelf structures 1. 8a and the beam member 40 are installed. The connection configuration between the back column 8b and the beam member 40 and the attachment structure of the damping mechanism 13 are the same as those in the first embodiment.

  According to the configuration of the present embodiment, when the pair of shelf structural bodies 1 deform and vibrate due to the shaking of the earthquake, as shown schematically in FIG. A vertical force is applied at the connection point between the beam member 40 and the damping mechanism 13 with the pivot connection point at the upper end of the beam being the fulcrum. That is, in the state shown in FIG. 12, a force in the pulling direction acts on the damping mechanism 13 connected to the front-side support column 8a in the first shelf structure 1 from the left side of the page, and the second shelf structure from the left side of the page. A force in the compression direction acts on the damping mechanism 13 connected to the front side support 8a in FIG. The same applies to the force acting on the damping mechanism 13 in the third and fourth shelf structures 1 from the left side of the drawing. Thus, the horizontal deformation vibration in the upper end portion of the pair of shelf structures 1 is converted into the deformation vibration in the vertical direction of the beam member 40 by converting the horizontal deformation vibration in the upper end portions of the pair of shelf structure bodies 1. Even if the phases of the swings are aligned, the vibration deformation of the shelf structural body can be attenuated, and the deformation vibration of the shelf structural body 1 can be appropriately attenuated.

  When the connection configuration of the beam member 40 and the pair of front and rear columns 8a and 8b in the shelf structure 1 is the same as that of the first embodiment, 40 and the pair of front and rear columns 8a and 8b in the shelf structure 1 are the same as those of the first embodiment, between the connected back-side columns 8b and the beam member 40, There is a possibility that the force in the reverse direction acts and the deformation vibration of the shelf structure 1 cannot be appropriately attenuated. In this respect, in this embodiment, the back-side support column 8b is used as a fulcrum by replacing the connection configuration of the beam member 40 and the pair of front and rear support columns 8a and 8b in the shelf structure 1 with those in the first embodiment. The deformation vibration of the shelf structure 1 can be appropriately damped by the damping mechanism 13 installed on the front column 8a and the beam member 40.

  Thus, according to the configuration of the present embodiment, by connecting the back sides of the adjacent shelf structures 1 to each other, the strength of the shelf structure 1 is increased and the height of the shelf structure is increased. It is possible to improve the storage capacity of articles by the above, and when the pair of shelf structures 1 are deformed and vibrated due to an earthquake, the shelf structure is appropriately configured by the damping mechanism 13 installed between the front column 8a and the beam member 40. The deformation vibration of the body 1 can be attenuated.

[Another embodiment]
The invention made by the inventor has been specifically described based on the embodiment of the invention. However, the present invention is not limited to the embodiment described above, and various modifications can be made without departing from the scope of the invention. Hereinafter, another embodiment of the present invention will be illustrated.

(1) In the said 1st-3rd embodiment, although the damping mechanism illustrated what was a sandwich structure piled up in the state which pinched | interposed the viscoelastic body 18, as a damping mechanism, silicon oil etc. are used as a viscous body. The cylinder-type damper used may be used.

(2) In the first embodiment, an example having a pair of shelf structures is illustrated. However, as in the second and third embodiments, a plurality of pairs of shelf structures are arranged in the shelf front-rear direction. May be provided adjacent to each other. Conversely, in the second embodiment, a pair of shelf structures may be arranged as in the first embodiment.

(3) In the said 3rd Embodiment, although the beam member illustrated what is a beam of the building in which a pair of shelf structure is installed, also in 1st Embodiment, a beam member is a pair of shelf structure. You may comprise so that it may be a beam of the building in which is installed.

(4) In the said 2nd Embodiment, although the thing which does not connect the back side of adjacent shelf structure is illustrated, you may connect and comprise these. Moreover, in 3rd Embodiment, although what connected the back side of adjacent shelf structure was illustrated, you may comprise without connecting these. Furthermore, you may also use the support | pillar of the shelf back side between adjacent shelf structures.

(5) In the said 3rd Embodiment, although the beam member illustrated what was integrally formed in the length over a some shelf structure body in a shelf horizontal width direction, a some member is connected to a longitudinal direction in a beam member. You may comprise.

(6) In each of the above embodiments, the damping mechanism is connected to the beam member and the lower portion to the shelf structure at a position different from the pivot connection position between the beam member and the column in the width direction of the shelf. However, the present invention is not limited to this, and the damping mechanism is different from the pivotally connected portion between the beam member and the column in the longitudinal direction of the shelf. In the form, the front side part is connected to the beam member in the longitudinal direction of the shelf and the rear side part is connected to the shelf structural body in the longitudinal direction of the shelf, and is spanned between the beam member and the shelf structural body. There may be.

DESCRIPTION OF SYMBOLS 1 Shelf structure 8a The support | pillar 8b of the shelf front side The support | pillar 12 of the shelf back side Beam member 13 Damping mechanism 32 Beam member 33 Damping mechanism 40 Beam 41 Building

Claims (8)

A shelf structure constituted by a pair of front and rear columns arranged on the front side and the back side of the shelf in a state of being arranged in the front-rear width direction of the shelf is spaced in the front-rear width direction with the front side of the shelf facing each other. A pair is provided in a state of being spaced apart,
An article storage shelf provided with a damping mechanism for damping deformation vibrations of the shelf structure,
Each of the columns on the front side of the shelf in the pair of shelf structures or each of the columns on the back side of the shelf is different in the longitudinal direction of the shelf in the beam member disposed along the longitudinal direction of the shelf. Are pivotally connected,
In a form in which the damping mechanism is different from the pivot joint of the beam member and the column in the width direction of the shelf, the upper part is connected to the beam member and the lower part is connected to the shelf structure, An article storage shelf constructed between the beam member and the shelf structure. The column on the shelf front side in each of the pair of shelf structures is pivotally connected to the beam member,
The damping mechanism is installed across both ends of the beam member and each of the columns on the back side of the shelf in the pair of shelf structures in a state of being paired in the longitudinal direction of the shelf. Item storage shelf according to Item 1. A plurality of pairs of the shelf structures are provided in a state of being adjacent on the shelf back side,
The beam member is configured in a form continuous across the plurality of pairs of shelves in the shelf front-rear width direction,
Each of the columns on the back side of the shelf in the plurality of pairs of shelf structures is pivotally connected to the beam member,
2. The article storage shelf according to claim 1, wherein the damping mechanism is spanned across each of the columns on the front side of the shelf in the plurality of pairs of shelf structures and the beam member. The shelf structure is configured to include a plurality of storage units that store articles in the width direction of the shelf front and back.
Each of the pillars on the shelf front side of the pair of shelf structures is pivotally connected to the beam member,
In a state in which the damping mechanism is paired in the longitudinal direction of the shelf, the both ends of the beam member are connected to the column on the shelf back side and the column on the shelf front side in the pair of shelf structures. The article storage shelf according to claim 1, wherein the article storage shelf is constructed over a horizontal member. The upper ends of the pair of front and rear columns are the same height,
The article storage shelf according to any one of claims 1 to 4, wherein the damping mechanism is installed in a state where the beam member is in a posture along a horizontal direction.   The article storage shelf according to claim 5, wherein the beam member and the damping mechanism are connected in a state where an upper side portion of the damping mechanism is within a vertical width of the beam member.   The article storage shelf according to any one of claims 1 to 6, wherein the beam member is a beam of a building on which the pair of shelf structures are installed.   The article storage shelf according to any one of claims 1 to 7, wherein a plurality of the beam members are arranged at intervals in the lateral width direction of the shelf.

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