TW201425175A - Goods storage rack - Google Patents
Goods storage rack Download PDFInfo
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- TW201425175A TW201425175A TW102135787A TW102135787A TW201425175A TW 201425175 A TW201425175 A TW 201425175A TW 102135787 A TW102135787 A TW 102135787A TW 102135787 A TW102135787 A TW 102135787A TW 201425175 A TW201425175 A TW 201425175A
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65G—TRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
- B65G1/00—Storing articles, individually or in orderly arrangement, in warehouses or magazines
- B65G1/02—Storage devices
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0215—Bearing, supporting or connecting constructions specially adapted for such buildings involving active or passive dynamic mass damping systems
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65G—TRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
- B65G2207/00—Indexing codes relating to constructional details, configuration and additional features of a handling device, e.g. Conveyors
- B65G2207/20—Earthquake protection
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Warehouses Or Storage Devices (AREA)
Abstract
Description
本發明係關於一種，具備複數個具有柱構件與樑構件之架構的物品收容架。 The present invention relates to an article receiving rack having a plurality of structures having a column member and a beam member.
關於物品收容架之習知技術，例如，已知有專利文獻1揭露之架構的抑振結構。 As a conventional technique of the article storage rack, for example, a vibration suppression structure of the structure disclosed in Patent Document 1 is known.
在專利文獻1揭露之架構的抑振結構中，設置具備有外側桁架及內側桁架之自動倉儲。 In the vibration suppression structure of the structure disclosed in Patent Document 1, an automatic storage provided with an outer truss and an inner truss is provided.
外側桁架，係將與柱座構件藉由銷加以接合而直立設置之2根柱部、以及水平材與斜材，藉由銷加以接合而構成。 The outer truss is formed by joining the two column portions that are erected to the column member by the pins, and the horizontal members and the oblique members.
此外，內側桁架，係將與柱座構件藉由銷加以接合而直立設置之2根柱部、直立設置於柱部的中間之中柱、以及水平材與斜材，藉由銷加以接合而構成。 Further, the inner truss is formed by arranging two column portions which are erected by the pin member by the pin, the column which is erected in the middle of the column portion, and the horizontal material and the oblique material, and are joined by the pins. .
外側桁架與內側桁架之最上部藉由連結樑而連結。 The outermost truss and the uppermost part of the inner truss are connected by a connecting beam.
內側桁架，使因內側桁架的彎曲變形而承擔軸方向之正負反覆荷重的柱其最下部的柱為以極低降伏點鋼構成之極軟鋼柱。 The inner truss, the column that bears the positive and negative reversal load in the axial direction due to the bending deformation of the inner truss, the lowermost column of which is a very soft steel column composed of extremely low drop point steel.
根據專利文獻1揭露之架構的抑振結構，於大地震時，由於可藉由使極軟鋼柱在初期降伏而使極軟鋼柱吸收地震能量，故大地震時的損傷集中於極軟鋼柱， 而其他部分未蒙損傷。 According to the vibration suppression structure of the structure disclosed in Patent Document 1, in the event of a large earthquake, since the extremely soft steel column can absorb the seismic energy by causing the extremely soft steel column to fall at an initial stage, the damage during the large earthquake is concentrated on the extremely soft steel column. The other parts were not damaged.
[專利文獻1]日本特開2004-27815號公報 [Patent Document 1] Japanese Patent Laid-Open Publication No. 2004-27815
然而，專利文獻1揭露之自動倉儲，係為藉由預先設定有抑振結構之架構所構成的自動倉儲。 However, the automatic storage disclosed in Patent Document 1 is an automatic storage constituted by an architecture in which a vibration suppression structure is set in advance.
因此，例如，若欲對不具有抑振功能之既有的物品收容架應用此種抑振結構，則必須更換架構等，對物品收容架進行大規模改造。 Therefore, for example, if the vibration-suppressing structure is to be applied to an existing article storage rack that does not have a vibration-damping function, it is necessary to replace the structure and the like, and carry out large-scale modification of the article storage rack.
亦即，在欲對既有的物品收容架附加抑振能力時，物品收容架必須進行大規模改造，自改造所需之改造成本來看，對既有的物品收容架附加抑振功能有實質上的困難。 That is to say, when it is desired to add anti-vibration capability to the existing object containment rack, the item containment rack must be undergone large-scale reconstruction. From the perspective of the retrofit cost required for the retrofit, the additional anti-vibration function of the existing item containment rack is substantial. Difficulties.
本發明係有鑒於上述問題而開發，本發明之目的在於提供一種，即便為既有的物品收容架，仍可不施加大規模改造就使其附加抑振功能之物品收容架。 The present invention has been made in view of the above problems, and an object of the present invention is to provide an article storage rack which can be provided with an additional vibration suppressing function without requiring a large-scale modification even for an existing article storage rack.
為了解決上述問題，本發明之物品收容架，具備複數個具有以柱構件與樑構件包圍的構造面之架構；使該構造面互相平行並配置該複數個架構；將形成於該架構之間的架構空間在該架構的配置方向排列複數個；在該架構空間多層狀地配置複數個收容物品之物品收 容部；設置有連結該架構之間的連結構件；其特徵為於該物品收容架中：形成由收容大量物品之該架構空間形成的大荷重區、以及由收容較該大荷重區少量物品之該架構空間形成的小荷重區；該大荷重區與該小荷重區形成為彼此相鄰；作為與位於該大荷重區和該小荷重區間的該架構連結之該連結構件，設置有抑振構件。 In order to solve the above problems, the article receiving rack of the present invention has a plurality of structures having a structural surface surrounded by the column members and the beam members; the structural surfaces are parallel to each other and the plurality of structures are arranged; and the structures are formed between the structures. The architecture space is arranged in a plurality of directions in the configuration direction of the architecture; in the architecture space, a plurality of articles for storing the articles are arranged in multiple layers. a connecting member disposed between the structures; and characterized in that: the article receiving frame: forming a large load area formed by the structural space for accommodating a large number of articles, and accommodating a small amount of articles compared to the large load area a small load region formed by the architecture space; the large load region and the small load region are formed adjacent to each other; and the connection member coupled to the structure located in the large load region and the small load interval is provided with a vibration suppression member .
本發明藉由此一構成，即便地震發生而產生 往物品之進出方向的搖晃，大荷重區的搖晃變大，小荷重區的搖晃較大荷重區的搖晃更小，大荷重區及小荷重區的搖晃的位相成為相異。 The present invention is constructed by this, even if an earthquake occurs Shaking in the direction of entry and exit of the article, the shaking of the large load area becomes larger, the shaking of the small load area is smaller, and the shaking of the heavy load area and the small load area becomes different.
此時，設置在與位於大荷重區和小荷重區之間的架構相連結之連結構件的抑振構件吸收地震能量，使物品收容架的搖晃衰減。 At this time, the vibration-damping member provided in the joint member connected to the structure between the large load region and the small load region absorbs the seismic energy and attenuates the shaking of the article storage rack.
依本發明，則即便為既有的物品收容架，仍由於藉物品的配置而形成大荷重區與小荷重區，故僅藉由將抑振構件設置於與位於大荷重區和小荷重區間的架構相連結之連結構件來進行改造，而可附加抑振功能。 According to the present invention, even if it is an existing article storage rack, since the large load area and the small load area are formed by the arrangement of the articles, the vibration damping member is disposed only in the large load area and the small load area. The structurally connected connecting members are modified to provide additional vibration suppression.
另，此處所指之抑振功能係指積極地抑制構造物的搖晃之功能，為與抵抗搖晃之耐震功能有所區別的功能。 In addition, the vibration suppression function referred to herein means a function of actively suppressing the shaking of the structure, and is a function different from the vibration resistance function against shaking.
此外，該物品收容架中，可為在該小荷重區的該架構空間之上方形成空的物品收容部之構成。 Further, in the article storage rack, an empty article storage portion may be formed above the structural space of the small load area.
此一情況，藉由在架構空間之上方形成空的物品收容部，物品收容架的重心，與在架構空間之下方形成空的物品收容部之情況相比變得較低，提高對於搖晃之穩 定性。 In this case, by forming an empty article accommodating portion above the frame space, the center of gravity of the article accommodating frame becomes lower than that in the case where an empty article accommodating portion is formed below the frame space, and the stability of the sway is improved. Qualitative.
此外，該物品收容架中，可為在該大荷重區的該架構空間之物品收容部全部皆收容有物品的構成。 Further, in the article storage rack, the article accommodating portion of the structure space in the large load area may be configured to store articles.
此一情況，於大荷重區的架構空間之物品收容部全部皆收容有物品，故可使地震時大荷重區的搖晃大於小荷重區的搖晃。 In this case, all the articles in the housing space of the large load area contain articles, so that the shaking of the large load area during the earthquake can be greater than the shaking of the small load area.
此外，該物品收容架中，可為設置與該架構連結的該連結構件，並在該連結構件設置有抑振構件之構成，該架構係在該架構的配置方向中成為兩端部且形成該架構空間。 Further, the article receiving frame may be provided with the connecting member coupled to the frame, and the connecting member is provided with a vibration suppressing member, and the frame is formed at both ends in the arrangement direction of the frame. Architecture space.
此一情況，架構的配置方向中成為兩端部之形成架構空間的一對架構，由於互相承受之荷重不同而在兩架構產生位相相異的搖晃，但抑振構件可使兩架構的搖晃衰減而吸收地震能量。 In this case, in the configuration direction of the architecture, a pair of structures forming the architectural space at both ends, the phases of the two structures are differently shaken due to the different load bearing each other, but the vibration damping member can attenuate the shaking of the two structures. And absorb seismic energy.
此外，該物品收容架中，可為該架構的配置方向中成為兩端部之該架構空間，形成該小荷重區之構成。 In addition, in the article storage rack, the structure space which becomes the both ends in the arrangement direction of the structure may form the small load area.
此一情況，可減低收容架之兩端的搖晃。 In this case, the shaking of both ends of the storage rack can be reduced.
此外，該物品收容架中，可為使該抑振構件為阻尼器之構成。 Further, in the article storage rack, the vibration damping member may be configured as a damper.
此一情況，由於抑振構件係阻尼器故對壓縮力及拉伸力可復原，除了可有效率地吸收收容架的地震能量而使其衰減以外，可將抑振構件重複使用。 In this case, since the vibration-damping member is damper, the compressive force and the tensile force can be restored, and the vibration-damping member can be repeatedly used in addition to efficiently absorbing the seismic energy of the container and attenuating it.
此外，上述實施形態中，可使其為具備如下元件之構成：物品移送裝置，使物品對於該物品收容部 進出而移送物品；以及控制裝置，以形成該大荷重區及該小荷重區的方式控制物品之移送。 Further, in the above embodiment, the configuration may be such that the article transfer device has an article for the article accommodating portion. Transferring the article in and out; and controlling means for controlling the transfer of the article in such a manner as to form the large load zone and the small load zone.
此一情況，即便施行物品收容架之物品的出入庫，仍可藉由物品移送裝置及控制裝置，形成大荷重區及小荷重區。 In this case, even if the articles of the article storage rack are put into and out of the warehouse, the large load area and the small load area can be formed by the article transfer device and the control device.
依本發明，則可提供一種即便為既有的物品收容架，仍可不施加大規模改造地使其附加抑振功能之物品收容架。 According to the present invention, it is possible to provide an article storage rack which can provide an additional vibration suppressing function without requiring a large-scale modification even for an existing article storage rack.
10‧‧‧自動倉儲 10‧‧‧Automatic warehousing
11、31‧‧‧物品收容架 11, 31‧‧‧ article shelter
12‧‧‧軌道 12‧‧‧ Track
13‧‧‧堆高式起重機(物品移送裝置) 13‧‧‧Head height crane (item transfer device)
14‧‧‧出入庫台 14‧‧‧Access to the library
15‧‧‧地上控制盤(控制裝置) 15‧‧‧ground control panel (control device)
20‧‧‧架構 20‧‧‧Architecture
20A‧‧‧邊界架構 20A‧‧‧Boundary Architecture
21‧‧‧柱構件 21‧‧‧column components
22‧‧‧樑構件 22‧‧‧ beam members
23‧‧‧構造面 23‧‧‧ Construction surface
24‧‧‧柵格 24‧‧‧Grid
25‧‧‧支承構件 25‧‧‧Support members
26‧‧‧水平架材 26‧‧‧Horizontal frame
27‧‧‧支架 27‧‧‧ bracket
28‧‧‧水平斜材 28‧‧‧ horizontal oblique material
29‧‧‧油阻尼器 29‧‧‧ oil damper
E‧‧‧物品收容部 E‧‧‧Article Housing Department
F‧‧‧地面 F‧‧‧ Ground
S(S1~S20)‧‧‧架構空間 S(S1~S20)‧‧‧Architecture space
W‧‧‧物品 W‧‧‧ items
HZ‧‧‧大荷重區 HZ‧‧‧Dazhong District
LZ‧‧‧小荷重區 LZ‧‧‧Little load area
圖1係第1實施形態之自動倉儲的概略俯視圖。 Fig. 1 is a schematic plan view of the automatic storage in the first embodiment.
圖2係圖1中之A-A線的箭視圖。 Figure 2 is an arrow view of line A-A in Figure 1.
圖3係自動倉儲之物品收容架的正視圖。 Figure 3 is a front elevational view of the article storage rack for automatic storage.
圖4係顯示自動倉儲之物品收容架的要部之要部立體圖。 Fig. 4 is a perspective view showing an essential part of an essential part of an article storage rack for automatic storage.
圖5係形成有大荷重區及小荷重區之物品收容架的正視圖。 Figure 5 is a front elevational view of an article containment rack formed with a large load zone and a small load zone.
圖6係第2實施形態的自動倉儲之物品收容架的要部之要部立體圖。 Fig. 6 is a perspective view of a main part of a main part of the article storage rack for automatic storage according to the second embodiment.
圖7係顯示第2實施形態之物品收容架其各個架利用率的物品之配置例的正視圖。 Fig. 7 is a front elevational view showing an arrangement example of articles for use in each of the racks of the article storage rack according to the second embodiment.
(第1實施形態) (First embodiment)
以下，參考附圖對第1實施形態之物品收容架加以說明。 Hereinafter, the article storage rack of the first embodiment will be described with reference to the drawings.
本實施形態為應用於自動倉儲之物品收容架的例子。 This embodiment is an example of an article storage rack that is applied to automatic storage.
如圖1所示，自動倉儲10具備：複數個物品收容架11；堆高式起重機13，於設置在物品收容架11之間的軌道12上往復移動；以及地上控制盤15，作為控制裝置。 As shown in Fig. 1, the automatic storage 10 is provided with a plurality of article storage racks 11, a stacker crane 13 that reciprocates on a rail 12 provided between the article storage racks 11, and a ground control panel 15 as a control device.
作為物品移送裝置之堆高式起重機13，除了在物品收容架11與設置於物品收容架11之端部的出入庫台14之間搬運物品W以外，亦為了對物品收容架11之物品W進行再配置而搬運物品W。 The stacker 13 as the article transfer device transports the article W between the article storage rack 11 and the storage tray 14 provided at the end of the article storage rack 11, and also for the article W of the article storage rack 11. Then arrange and carry the item W.
地上控制盤15，除了施行物品W之出入庫管理與庫存管理以外，亦施行收容於物品收容架11的物品W之再配置計畫，將用來進行出入庫管理、庫存管理、物品W之再配置計畫的指令往堆高式起重機13傳達。 In addition to the warehousing management and inventory management of the article W, the ground control panel 15 also performs a relocation plan for the articles W contained in the article storage rack 11, which will be used for warehousing management, inventory management, and article W re-distribution. The instructions for the configuration plan are communicated to the stacker 13.
本實施形態，使堆高式起重機13的移動方向設為物品收容架11的長邊方向，使物品W在堆高式起重機13與物品收容架11之間的進出方向，設為物品收容架11的前後方向。 In the present embodiment, the moving direction of the stacker crane 13 is set to the longitudinal direction of the article storage rack 11, and the article W is placed in the direction in and out of the stacker crane 13 and the article storage rack 11 as the article receiving rack 11 The direction of the front and rear.
另，本實施形態中，收容於物品收容架11之複數個物品W的重量互為相同。 Further, in the present embodiment, the weights of the plurality of articles W accommodated in the article storage rack 11 are the same.
如圖1所示，本實施形態之自動倉儲10，以物品收容架11、堆高式起重機13、物品收容架11、物品收容架11、堆高式起重機13、物品收容架11、物品收容架11、堆高式起重機13、物品收容架11的順序於物品收容 架11的前後方向配置。 As shown in Fig. 1, the automatic storage 10 of the present embodiment includes an article storage rack 11, a stacker crane 13, an article storage rack 11, an article storage rack 11, a stacker crane 13, an article storage rack 11, and an article storage rack. 11. The order of the stacking crane 13 and the article receiving rack 11 is in the article housing The frame 11 is arranged in the front-rear direction.
各物品收容架11，互為相同構成。 Each of the article storage racks 11 has the same configuration.
如圖3所示，於物品收容架11的上下方向及長邊方向，形成複數個收容物品W之物品收容部E。 As shown in FIG. 3, a plurality of article accommodating portions E for accommodating articles W are formed in the vertical direction and the longitudinal direction of the article storage rack 11.
如圖2及圖4所示，物品收容架11，具備作為物品收容架11的骨架之架構20。 As shown in FIGS. 2 and 4, the article storage rack 11 is provided with a structure 20 as a skeleton of the article storage rack 11.
如圖4所示，架構20具備：一對柱構件21，配置於前後；以及樑構件22，連接柱構件21之頂部、下部及中間部。 As shown in FIG. 4, the structure 20 includes a pair of column members 21 disposed in front and rear, and a beam member 22 connecting the top, the lower portion, and the intermediate portion of the column member 21.
各柱構件21之下端固定於地面F。 The lower end of each column member 21 is fixed to the floor surface F.
如圖2所示，於本實施形態之架構20，形成2個以柱構件21與樑構件22所包圍之構造面23，複數個柵格24跨上下方向地配置於在各構造面23。 As shown in FIG. 2, in the structure 20 of the present embodiment, two structural faces 23 surrounded by the column member 21 and the beam member 22 are formed, and a plurality of gratings 24 are disposed on the respective structural faces 23 in the vertical direction.
柵格24係用來防止構造面23之變形的垂直斜材，對柱構件21傾斜並連接前後之柱構件21。 The grid 24 is a vertical oblique material for preventing deformation of the structural surface 23, and the column member 21 is inclined and connected to the front and rear column members 21.
架構20為主要負責物品收容架11所需強度之要素。 The structure 20 is an element that is primarily responsible for the strength required for the item containment rack 11.
柱構件21、樑構件22及柵格24係以鋼材形成，柱構件21為鋼管。 The column member 21, the beam member 22, and the grid 24 are formed of a steel material, and the column member 21 is a steel pipe.
如圖3所示，本實施形態之物品收容架11，在物品收容架11的長邊方向中配置複數個架構20。 As shown in FIG. 3, in the article storage rack 11 of the present embodiment, a plurality of frames 20 are disposed in the longitudinal direction of the article storage rack 11.
因此，各構造面23為互相平行的關係，於彼此相鄰之架構20間形成架構空間S。 Therefore, each of the structural faces 23 is in a mutually parallel relationship, and an architectural space S is formed between the adjacent structures 20.
因而，架構空間S，於架構20的配置方向配置複數個。 Thus, the architectural space S is configured in a plurality of configurations in the configuration direction of the architecture 20.
本實施形態，為了在物品收容架11形成20台的架構 空間S1~S20，於物品收容架11具備21台架構20。 In this embodiment, in order to form 20 structures in the article storage rack 11, The spaces S1 to S20 are provided with 21 frames 20 in the article storage rack 11.
另，本實施形態，雖於物品收容架11形成20台的架構空間S1~S20，但在物品收容架11中未顯示特定架構空間S1~S20之情況則使用架構空間S。 Further, in the present embodiment, although 20 frame spaces S1 to S20 are formed in the article storage rack 11, the frame space S is used when the specific frame spaces S1 to S20 are not displayed in the article storage rack 11.
如圖4所示，各架構20，具備固定在一對柱構件21之略ㄈ字狀的支承構件25。 As shown in FIG. 4, each of the structures 20 includes a support member 25 that is fixed in a substantially U-shape of the pair of column members 21.
固定於架構20之支承構件25，往彼此相鄰之架構20的架構空間S突出並相對向。 The support member 25 fixed to the frame 20 protrudes and faces the frame space S of the frame 20 adjacent to each other.
互相對向之一對支承構件25為支承物品W的構件。 One of the pair of supporting members 25 is a member that supports the article W.
因此，本實施形態中，物品收容部E為在彼此相鄰的架構20之間以支承構件25所劃分出來的空間。 Therefore, in the present embodiment, the article accommodating portion E is a space defined by the support member 25 between the frames 20 adjacent to each other.
架構空間S中以多層狀地配置複數個物品收容部E的方式，配置支承構件25，在本實施形態中，藉由支承構件25於架構空間S中分隔為5層物品收容部E。 In the space S, a plurality of article storage portions E are arranged in a plurality of layers, and the support member 25 is disposed. In the present embodiment, the support member 25 is partitioned into a five-layer article storage portion E in the space S.
物品收容架11，具備連結架構20之後部側的柱構件21之水平架材26、以及連結架構20之前部側的柱構件21之水平架材26。 The article storage rack 11 includes a horizontal frame member 26 that connects the column members 21 on the rear side of the frame 20, and a horizontal frame member 26 that connects the column members 21 on the front side of the frame 20.
水平架材26係以鋼材形成，分別水平地架設於柱構件21之上部、下部及中間部。 The horizontal frame member 26 is formed of a steel material and is horizontally mounted on the upper portion, the lower portion, and the intermediate portion of the column member 21, respectively.
在物品收容架11之前部及後部，兩側之2根柱構件21、與上下之水平架材26，在物品收容架11之前部及後部形成垂直構造面，該兩側之2根柱構件21係包夾位於鄰接的2個架構空間S之間的柱構件21。 In the front portion and the rear portion of the article receiving frame 11, two column members 21 on both sides and the horizontal frame member 26 on the upper and lower sides form a vertical structural surface on the front portion and the rear portion of the article receiving frame 11, and two column members 21 on the both sides are formed. The tie is placed on the column member 21 between the adjacent two architectural spaces S.
如圖3、圖4所示，於後部的垂直構造面對角線狀地配置支架(brace)27。 As shown in FIGS. 3 and 4, a brace 27 is disposed in a diagonal shape in the vertical structure of the rear portion.
支架27之兩端部，分別連結於柱構件21和上部的水平架材26的交叉處、及和下部的水平架材26的交叉處。 Both ends of the bracket 27 are respectively connected to the intersection of the column member 21 and the upper horizontal frame member 26, and the intersection of the lower horizontal frame member 26.
水平架材26及支架27為提高物品收容架11之強度的要素。 The horizontal frame member 26 and the bracket 27 are elements for improving the strength of the article storage rack 11.
另，藉由堆高式起重機13施行物品W對於物品收容部E的進出，故未於前部的垂直構造面設置支架27。 Further, since the stacker 13 performs the entry and exit of the article W into the article accommodating portion E, the bracket 27 is not provided on the vertical structural surface of the front portion.
在本實施形態之物品收容架11中，形成架構空間S1~S20，於架構空間S1~S20分別劃分出5層物品收容部E。 In the article storage rack 11 of the present embodiment, the frame spaces S1 to S20 are formed, and the five-layer article storage portion E is defined in the frame spaces S1 to S20, respectively.
因此，物品收容架11具備100個物品收容部E。 Therefore, the article storage rack 11 is provided with 100 article storage sections E.
而本實施形態，物品收容架11中形成大荷重區HZ及小荷重區LZ，該大荷重區HZ係由複數個收容大量物品W的架構空間S所形成，該小荷重區LZ係由複數個較大荷重區HZ收容更少物品W的架構空間S所形成。 In the present embodiment, the large load area HZ and the small load area LZ are formed in the article receiving frame 11, and the large load area HZ is formed by a plurality of architectural spaces S for accommodating a large number of articles W, and the small load area LZ is composed of a plurality of The larger load area HZ is formed by the architectural space S in which less articles W are accommodated.
大荷重區HZ的構成各架構空間S之架構20，為收容大量物品W之架構空間S故承受大的荷重。 The structure 20 of the various load spaces H of the large load area HZ is subjected to a large load for accommodating a large amount of articles W.
另一方面，小荷重區LZ的構成各架構空間S之架構20，為收容少量物品W之架構空間S，故承受較大荷重區HZ之架構20所承受的荷重更小之荷重。 On the other hand, the structure 20 of the small load area LZ constituting each of the architecture spaces S is a space S for accommodating a small amount of articles W, so that the load of the structure 20 subjected to the large load area HZ is smaller.
具體而言，如圖5所示，本實施形態之物品收容架11中，物品收容架11之架構空間S3~S8、及架構空間S13~S18，形成大荷重區HZ。 Specifically, as shown in FIG. 5, in the article storage rack 11 of the present embodiment, the frame spaces S3 to S8 of the article storage rack 11 and the frame spaces S13 to S18 form a large load cell HZ.
此外，物品收容架11之架構空間S1與S2、架構空間S9~S12、及架構空間S19與20S，形成小荷重區LZ。 In addition, the architectural spaces S1 and S2 of the article receiving rack 11, the architectural spaces S9 to S12, and the architectural spaces S19 and 20S form a small load area LZ.
另，在本實施形態之物品收容架11中，在假定為平 均80%的架使用率時，在形成大荷重區HZ之架構空間S，預定為在常態中於全部的物品收容部E皆收容有物品W。 Further, in the article storage rack 11 of the present embodiment, it is assumed to be flat. When the rack usage rate is 80%, the structure space S in which the large load area HZ is formed is predetermined to accommodate the article W in all the article housing portions E in the normal state.
另一方面，在形成小荷重區LZ之架構空間S9~S12，預定為在常態中於自下方起至2層為止的物品收容部E收容物品，上3層之物品收容部E為清空狀態。 On the other hand, in the structural space S9 to S12 in which the small load area LZ is formed, the article accommodating portion E is scheduled to be stored in the article accommodating portion E from the lower side to the second floor in the normal state, and the article accommodating portion E of the upper three layers is in the empty state.
另一方面，在形成小荷重區LZ之架構空間S1、S2與架構空間S19、S20，預定為在常態中於自下方起至3層為止的物品收容部E收容物品，上2層之物品收容部E為清空狀態。 On the other hand, in the frame spaces S1 and S2 and the frame spaces S19 and S20 forming the small load area LZ, the article accommodating portion E is scheduled to be in the normal state from the bottom to the third floor, and the article is accommodated in the upper two layers. Part E is in the empty state.
大荷重區HZ與小荷重區LZ之邊界成為特定的架構20。 The boundary between the large load zone HZ and the small load zone LZ becomes a specific architecture 20.
本實施形態，成為架構空間S2與S3之間的架構20、成為架構空間S8與S9之間的架構20、成為架構空間S12與S13之間的架構20、以及成為架構空間S18與S19之間的架構20，成為大荷重區HZ與小荷重區LZ的邊界。 In this embodiment, the architecture 20 between the architectural spaces S2 and S3, the architecture 20 between the architectural spaces S8 and S9, the architecture 20 between the architectural spaces S12 and S13, and the physical space between the architectural spaces S18 and S19 The structure 20 becomes the boundary between the large load area HZ and the small load area LZ.
此等架構20為了說明的方便，稱呼其為邊界架構20A。 These architectures 20 are referred to as boundary architecture 20A for convenience of illustration.
物品收容架11中在以分別形成大荷重區HZ與小荷重區LZ的方式收容物品W之狀態，邊界架構20A的柱構件21，承受來自大荷重區HZ側的物品W之大荷重與來自小荷重區LZ側的物品W之小荷重。 In the state in which the articles W are accommodated in the article storage rack 11 so as to form the large load area HZ and the small load area LZ, respectively, the column member 21 of the boundary frame 20A receives the large load from the article W on the large load area HZ side and comes from a small load. The small load of the article W on the LZ side of the load zone.
亦即，邊界架構20A的柱構件21，自大荷重區HZ側承受大的荷重，並自小荷重區LZ側承受與大荷重區HZ側的荷重相比較小之荷重。 That is, the column member 21 of the boundary structure 20A receives a large load from the side of the large load cell HZ, and receives a load smaller than the load on the side of the large load region HZ from the side of the small load region LZ.
如圖4所示，在各物品收容架11的架構20之最上部(柱構件21之頂部)、及自上方起第3層的支承構件25之下部(柱構件21之中間)中，各自具備連結鄰接之架構20之間的連結構件。 As shown in Fig. 4, in the uppermost portion of the structure 20 of each article storage rack 11 (the top of the column member 21) and the lower portion of the support member 25 of the third layer (the middle of the column member 21) from the top, each has A joining member between the adjacent structures 20 is joined.
本實施形態，除了架構空間S1~S3、S8、S9、S12、S13、S18~S20以外的架構空間S，將由鋼材構成之水平斜材28作為連結構件使用。 In the present embodiment, in addition to the architectural space S other than the structural spaces S1 to S3, S8, S9, S12, S13, and S18 to S20, the horizontal oblique material 28 made of a steel material is used as the connecting member.
而物品收容架11的架構空間S1~S3、S8、S9、S12、S13、S18~S20，將係抑振構件之油阻尼器29作為連結構件使用。 On the other hand, the structure spaces S1 to S3, S8, S9, S12, S13, and S18 to S20 of the article storage rack 11 use the oil damper 29 as the connection member.
順帶一提，圖5內，在存在油阻尼器29的架構空間S中，為了說明的方便，以虛線表示油阻尼器29之位置。 Incidentally, in Fig. 5, in the architectural space S in which the oil damper 29 is present, the position of the oil damper 29 is indicated by a broken line for convenience of explanation.
架構空間S2、S3、S8、S9、S12、S13、S18、S19的油阻尼器29，在成為大荷重區HZ與小荷重區LZ之間的邊界架構20A、與在邊界架構20A之兩側與其為鄰的架構20之間水平地架設。 The oil damper 29 of the architectural space S2, S3, S8, S9, S12, S13, S18, S19 is in the boundary structure 20A between the large load area HZ and the small load area LZ, and on both sides of the boundary structure 20A Horizontally erected between adjacent architectures 20.
而油阻尼器29，將邊界架構20A之前部的柱構件21與和邊界架構20A為鄰之架構20其後部的柱構件21之間加以連結。 The oil damper 29 connects the column member 21 at the front of the boundary frame 20A with the column member 21 at the rear of the structure 20 adjacent to the boundary frame 20A.
另，油阻尼器29，亦可將邊界架構20A之後部的柱構件21與和邊界架構20A為鄰之架構20其前部的柱構件21之間加以連結。 Further, the oil damper 29 may connect the column member 21 at the rear of the boundary frame 20A with the column member 21 at the front of the structure 20 adjacent to the boundary frame 20A.
如此地，油阻尼器29相當於連結架構20之間的連結構件，油阻尼器29的長邊方向，傾斜於樑構件22的長邊方向，亦即，傾斜於構造面23。 In this manner, the oil damper 29 corresponds to the connection member between the connection structures 20, and the longitudinal direction of the oil damper 29 is inclined to the longitudinal direction of the beam member 22, that is, inclined to the structural surface 23.
而本實施形態，油阻尼器29設置於架構空間S1、S20中。 In the present embodiment, the oil damper 29 is provided in the frame spaces S1 and S20.
架構空間S1、S20為在架構20的配置方向中成為兩端部之架構空間S。 The architectural spaces S1 and S20 are the architectural spaces S that become both ends in the arrangement direction of the architecture 20.
形成架構空間S1的2個架構20，為最外側的架構20與和最外側的架構20為鄰的架構20，但此等架構20，與大荷重區HZ或小荷重區LZ的形成無關，所承受之荷重互為不同。 The two architectures 20 forming the architectural space S1 are the outermost architecture 20 and the architecture 20 adjacent to the outermost architecture 20, but these architectures 20 are independent of the formation of the large load region HZ or the small load region LZ. The load bearing is different from each other.
例如，在架構空間S1、S2全部未收容物品W之情況，最外側的架構20，承受依據架構20本身的重量與加上突出至架構空間S1之支承構件25的重量之重量的荷重。 For example, in the case where all of the architectural spaces S1, S2 are not contained in the article W, the outermost structure 20 bears the load according to the weight of the structure 20 itself and the weight of the weight of the supporting member 25 protruding to the architectural space S1.
另一方面，和最外側的架構20為鄰的架構20，除了架構20本身的重量與突出至架構空間S1之支承構件25的重量以外，承受依據更加上突出至架構空間S2之支承構件25的重量之重量的荷重。 On the other hand, the structure 20 adjacent to the outermost structure 20, except for the weight of the structure 20 itself and the weight of the support member 25 protruding to the frame space S1, is subjected to the support member 25 which is more protruded to the frame space S2. The weight of the weight of the load.
因此，最外側的架構20的搖晃的振幅變得比和最外側的架構20為鄰之架構20還小。 Therefore, the amplitude of the shaking of the outermost structure 20 becomes smaller than the structure 20 adjacent to the outermost structure 20.
亦即，最外側的架構20與和最外側的架構20為鄰的架構20處於不論有無物品W皆會產生位相相異的搖晃之關係。 That is, the outermost structure 20 and the structure 20 adjacent to the outermost structure 20 are in a state of shaking regardless of the presence or absence of the article W.
藉由在形成架構空間S1之架構20設置油阻尼器29而使兩架構20、20的搖晃衰減。 The shaking of the two structures 20, 20 is attenuated by providing the oil damper 29 in the structure 20 forming the architectural space S1.
而關於設置在架構空間S20之油阻尼器29，亦達到與設置在架構空間S1之油阻尼器29相同的功能。 As for the oil damper 29 disposed in the architectural space S20, the same function as the oil damper 29 provided in the architectural space S1 is also achieved.
油阻尼器29為使振動衰減之抑振構件，其構 造為利用內建於油阻尼器29的油而可往長邊方向伸縮。 The oil damper 29 is an anti-vibration member that attenuates vibration, and its structure It is made to expand and contract in the longitudinal direction by using the oil built in the oil damper 29.
在振動時的壓縮力及拉伸力作用於油阻尼器29而使油阻尼器29伸縮時，內建於油阻尼器29的油吸收振動能量。 When the compressive force and the tensile force at the time of vibration act on the oil damper 29 to expand and contract the oil damper 29, the oil built in the oil damper 29 absorbs the vibration energy.
如此地，本實施形態之物品收容架11，連結邊界架構20A與和邊界架構20A為鄰之架構20的連結構件係使用抑振構件之油阻尼器29，具有大荷重區HZ與小荷重區LZ的組合所產生之抑振功能。 As described above, in the article storage rack 11 of the present embodiment, the connection member connecting the boundary structure 20A and the structure 20 adjacent to the boundary structure 20A is an oil damper 29 using the vibration suppression member, and has a large load area HZ and a small load area LZ. The vibration suppression function produced by the combination.
此外，本實施形態之物品收容架11，藉由在架構20的配置方向中成為兩端部之架構空間S1、S20內設置油阻尼器29，而具有使物品收容架11端部的搖晃有效地衰減的功能。 Further, in the article storage rack 11 of the present embodiment, the oil damper 29 is provided in the frame spaces S1 and S20 which are the both end portions in the arrangement direction of the structure 20, and the shaking of the end portion of the article storage rack 11 is effectively performed. Attenuation function.
其次，對本實施形態之物品收容架11的抑振作用加以說明。 Next, the vibration suppression action of the article storage rack 11 of the present embodiment will be described.
物品收容架11，如圖5所示，藉由物品W的配置而預先形成大荷重區HZ及小荷重區LZ。 As shown in FIG. 5, the article storage rack 11 is formed with a large load area HZ and a small load area LZ in advance by the arrangement of the articles W.
對於發生大地震時，物品收容架11產生搖晃，產生往物品W進出的前後方向之搖晃的情況加以說明。 In the case of a major earthquake, the article storage rack 11 is shaken, and the case where the article W is shaken in the front-rear direction is described.
因大地震而產生前後方向的搖晃時，於存在空的物品收容部E之小荷重區LZ、與在全部的物品收容部E皆收容有物品W之大荷重區HZ，發生位相相異的搖晃。 When the front-rear direction is shaken due to a large earthquake, the small load area LZ of the empty article accommodating portion E and the large load area HZ in which the article W is accommodated in all the article accommodating portions E are shaken differently. .
與大荷重區HZ相較，在架構20承受之荷重小的小荷重區LZ的搖晃為變形小的搖晃；大荷重區HZ與小荷重區LZ相較，架構20承受之荷重大，故大荷重區HZ的搖晃為變形大的搖晃。 Compared with the large load area HZ, the small load area LZ of the load bearing the structure 20 is shaken to a small deformation; the large load area HZ is compared with the small load area LZ, and the structure 20 bears a large load, so the load is large. The shaking of the zone HZ is a large shake of the deformation.
亦即，小荷重區LZ的搖晃為週期小的搖晃，大荷重區HZ的搖晃為週期大的搖晃。 That is, the shaking of the small load area LZ is a small period of shaking, and the shaking of the large load area HZ is a large period of shaking.
特別是，物品收容架11之上部與下部相比有搖晃變大的傾向。 In particular, the upper portion of the article storage rack 11 tends to be larger than the lower portion.
伴隨物品收容架11的搖晃，壓縮力或拉伸力 作用於與邊界架構20A連結之油阻尼器29，但因大荷重區HZ與小荷重區LZ的搖晃的位相相異，故油阻尼器29大幅伸縮。 With the shaking of the article receiving rack 11, compression force or tensile force The oil damper 29 is coupled to the boundary structure 20A, but the oil damper 29 is greatly expanded and contracted because the phase of the large load region HZ and the small load region LZ are different.
藉由使油阻尼器29大幅伸縮，內建於油阻尼器29的油有效率地吸收地震能量。 By causing the oil damper 29 to greatly expand and contract, the oil built in the oil damper 29 efficiently absorbs seismic energy.
藉由使油阻尼器29有效率地吸收地震能量，來抑制物品收容架11的搖晃。 The shaking of the article storage rack 11 is suppressed by causing the oil damper 29 to efficiently absorb the seismic energy.
此外，設置在架構20的配置方向中成為兩端部之架構空間S1、S20的油阻尼器29，有效地使物品收容架11端部的搖晃衰減。 Further, the oil damper 29 which is provided in the arrangement spaces S1 and S20 at both end portions in the arrangement direction of the structure 20 effectively attenuates the wobble of the end portion of the article storage rack 11.
若與未形成大荷重區HZ及小荷重區LZ的狀態之習知的物品收容架比較，本實施形態之物品收容架11在大地震發生時，物品收容架11之最上部的搖晃的應答加速度，得以降低至3成~4成程度。 When the article storage rack 11 of the present embodiment is compared with the conventional article storage rack in a state in which the large load area HZ and the small load area LZ are not formed, the acceleration of the shaking of the uppermost portion of the article storage rack 11 at the time of a large earthquake occurs , can be reduced to 30% to 40%.
另，有時在物品收容架11形成大荷重區HZ及小荷重區LZ的狀態下施行物品W的出入庫。 In addition, in the state in which the article storage rack 11 forms the large load area HZ and the small load area LZ, the storage and delivery of the article W may be performed.
此時，有時因物品W的出入庫而在大荷重區HZ產生空的物品收容部E，或在小荷重區LZ之空的物品收容部E收容物品W，而使大荷重區HZ及小荷重區LZ被消除。 At this time, the empty article accommodating portion E may be generated in the large load area HZ due to the entry and exit of the article W, or the article W may be accommodated in the article accommodating portion E in the small load area LZ, and the large load area HZ and small may be made. The load zone LZ is eliminated.
本實施形態，即便大荷重區HZ或小荷重區LZ被消除 ，地上控制盤15，仍施行物品W的出入庫管理或庫存管理，並施行收容於物品收容架11的物品W之再配置計畫。 In this embodiment, even if the large load area HZ or the small load area LZ is eliminated The above-ground control panel 15 performs the storage management or inventory management of the article W, and performs the relocation plan of the article W accommodated in the article storage rack 11.
而此一再配置計畫為關於用來形成適當之大荷重區HZ及小荷重區LZ而配置物品W的計畫。 The re-disposition plan is a plan for arranging the articles W for forming an appropriate large load area HZ and a small load area LZ.
地上控制盤15將用於實行物品W之再配置計畫的指令往堆高式起重機13傳達，堆高式起重機13接受指令而移動物品W。 The ground control panel 15 transmits a command for executing the relocation plan of the article W to the stacker crane 13, and the stacker crane 13 receives the command to move the article W.
藉由物品W因堆高式起重機13而移動，再度於物品收容架11形成大荷重區HZ及小荷重區LZ。 By moving the article W by the stacker crane 13, the large load zone HZ and the small load zone LZ are formed again in the article receiving frame 11.
本實施形態之物品收容架11達到以下的作用效果。 The article storage rack 11 of the present embodiment achieves the following effects.
(1)即便地震發生而物品W產生往進出方向的搖晃，大荷重區HZ的搖晃變大，小荷重區LZ的搖晃較大荷重區HZ的搖晃小，大荷重區HZ及小荷重區LZ的搖晃的位相變得互相不同。此時，與位於大荷重區HZ和小荷重區LZ之間的邊界架構20A連結之油阻尼器29吸收地震能量，使物品收容架11的搖晃衰減。即便為未具有抑振功能之既有的物品收容架，仍可僅藉由在與位於大荷重區HZ和小荷重區LZ間之邊界架構20A連結的連結構件設置油阻尼器29來進行改造，而使物品收容架11附加抑振能力。 (1) Even if an earthquake occurs and the object W is shaken in the direction of entry and exit, the shaking of the large load area HZ becomes large, and the shaking of the small load area LZ is large, the shaking of the load area HZ is small, the large load area HZ and the small load area LZ The shaking phases become different from each other. At this time, the oil damper 29 coupled to the boundary structure 20A located between the large load area HZ and the small load area LZ absorbs the seismic energy to attenuate the shaking of the article storage rack 11. Even if the existing article holder is not provided with the vibration suppression function, the oil damper 29 can be modified by merely providing the oil damper 29 at the joint member connected to the boundary frame 20A between the large load area HZ and the small load area LZ. The article storage rack 11 is additionally provided with vibration suppression capability.
(2)藉由在架構空間S之上方形成空的物品收容部E，物品收容架11的重心，與在架構空間S之下方形成空的物品收容部E之情況相比變得較低，對於搖晃之穩定性因此得以提升。 (2) By forming the empty article accommodating portion E above the frame space S, the center of gravity of the article accommodating frame 11 becomes lower than that in the case where the empty article accommodating portion E is formed below the frame space S, The stability of the shake is thus improved.
(3)於大荷重區HZ的架構空間S之物品收容部E全部皆收容有物品，故可使地震時大荷重區HZ的搖晃較小荷重區LZ的搖晃更大。藉由使大荷重區HZ與小荷重區LZ之搖晃的差擴大而可藉油阻尼器29有效率地吸收地震能量。 (3) All of the article accommodating parts E of the space space S of the large load area HZ contain articles, so that the shaking of the large load area HZ during the earthquake can be made smaller than that of the load area LZ. The oil damper 29 can efficiently absorb the seismic energy by expanding the difference between the large load region HZ and the small load region LZ.
(4)藉由將物品收容架11之架構20的配置方 向之兩端部設為小荷重區LZ，可將物品收容架11之兩端的搖晃減低。此外，將物品收容架11之兩端部設為小荷重區LZ，較在物品收容架11之兩端部形成大荷重區HZ更為容易。 (4) By arranging the structure 20 of the article receiving rack 11 The both ends are set to the small load area LZ, and the shaking of both ends of the article storage rack 11 can be reduced. Further, it is easier to form the large load area HZ at both end portions of the article storage rack 11 by setting both end portions of the article storage rack 11 as the small load area LZ.
(5)抑振構件為油阻尼器29故對壓縮力及拉伸力可復原，除了可有效率地吸收並衰減物品收容架11的地震能量以外，可重複使用油阻尼器29。 (5) The vibration damping member is the oil damper 29, so that the compressive force and the tensile force can be restored. In addition to efficiently absorbing and attenuating the seismic energy of the article receiving frame 11, the oil damper 29 can be reused.
(6)自動倉儲10具備：堆高式起重機13，使物品W對於物品收容部E進出而移送物品W；以及地上控制盤15，以形成大荷重區HZ及小荷重區LZ的方式控制物品W的移送。因此，即便施行物品收容架11之物品W的出入庫，使大荷重區HZ及小荷重區LZ被消除，仍可藉由堆高式起重機13及地上控制盤15，再度形成大荷重區HZ及小荷重區LZ。 (6) The automatic storage 10 includes: a stacking crane 13 that allows the article W to move in and out of the article accommodating portion E; and the above-ground control panel 15 to control the article W in such a manner as to form the large load zone HZ and the small load zone LZ Transfer. Therefore, even if the loading and unloading of the articles W of the article receiving rack 11 is performed, the large load area HZ and the small load area LZ are eliminated, and the large load area HZ can be formed again by the stacker crane 13 and the ground control panel 15. Small load area LZ.
(7)於連結邊界架構20A和架構20的連結構件設置油阻尼器29，該邊界架構20A係成為大荷重區HZ與小荷重區LZ的邊界，該架構20係與邊界架構20A為鄰。因此，在未變更大荷重區HZ及小荷重區LZ地進行設定之情況，可減少使用之油阻尼器29的數目。藉由減少油阻 尼器29的數目，可減低既有的物品收容架之改造規模，可抑制改造成本。 (7) An oil damper 29 is provided to the joint member connecting the boundary frame 20A and the structure 20, and the boundary structure 20A is a boundary between the large load area HZ and the small load area LZ, and the structure 20 is adjacent to the boundary structure 20A. Therefore, the number of the oil dampers 29 to be used can be reduced without changing the large load area HZ and the small load area LZ. By reducing oil resistance The number of the device 29 can reduce the scale of the existing article storage rack and can suppress the transformation cost.
(8)藉由在架構20的配置方向中成為兩端部之架構空間S1、S20內設置油阻尼器29，可有效地衰減物品收容架11端部的搖晃。 (8) By providing the oil damper 29 in the structural spaces S1, S20 which are both end portions in the arrangement direction of the structure 20, the shaking of the end portion of the article storage rack 11 can be effectively attenuated.
(第2實施形態) (Second embodiment)
其次，對第2實施形態之物品收容架31加以說明。 Next, the article storage rack 31 of the second embodiment will be described.
第2實施形態與第1實施形態的相異處在於將架構之間連結的所有連結構件皆為油阻尼器。 The second embodiment differs from the first embodiment in that all of the connecting members that connect the structures are oil dampers.
其他構成為與第1實施形態相同的構成，對於相同的構成援用第1實施形態之說明，將符號共通使用。 The other configuration is the same as that of the first embodiment, and the same configuration is used for the description of the first embodiment, and the symbols are used in common.
於圖6所示之物品收容架31中，將架構20之間連結的連結構件全部具備油阻尼器29。 In the article storage rack 31 shown in FIG. 6, all of the connecting members that connect the structures 20 are provided with an oil damper 29.
由於全部的架構20與油阻尼器29連結，故除了架構20的配置方向中成為兩端之架構20以外的全部架構20，成為邊界架構20A。 Since all of the structures 20 are coupled to the oil damper 29, all of the structures 20 other than the architecture 20 at both ends except for the arrangement direction of the architecture 20 become the boundary architecture 20A.
因此，例如如圖7(a)~圖7(c)所示，可因應架利用率的變動而改變形成大荷重區HZ及小荷重區LZ之架構空間S。 Therefore, for example, as shown in FIGS. 7(a) to 7(c), the structural space S in which the large load area HZ and the small load area LZ are formed can be changed in accordance with the fluctuation of the rack utilization rate.
另，圖7(a)~圖7(c)內，存在油阻尼器29的架構空間S中，為了說明的方便，以虛線表示油阻尼器29之位置。 7(a) to 7(c), in the space S of the oil damper 29, the position of the oil damper 29 is indicated by a broken line for convenience of explanation.
此外，地上控制盤15中，預先設定複數個大荷重區HZ及小荷重區LZ之形成模式。 Further, in the above ground control panel 15, a formation mode of a plurality of large load areas HZ and small load areas LZ is set in advance.
地上控制盤15，施行與架利用率相對應之大荷重區HZ與小荷重區LZ的形成模式之切換、及大荷重區HZ及小 荷重區LZ的各個形成模式之物品W的再配置計畫。 The ground control panel 15 performs switching between the formation mode of the large load area HZ and the small load area LZ corresponding to the rack utilization rate, and the large load area HZ and small A relocation plan for the article W of each of the formation modes of the load zone LZ.
圖7(a)顯示，物品收容架31的物品W之架利用率為82%的情況之物品W的配置例。 Fig. 7 (a) shows an arrangement example of the article W in the case where the rack utilization rate of the article W of the article storage rack 31 is 82%.
此一情況，形成2個大荷重區HZ，大荷重區HZ為由7列架構空間S所產生，於大荷重區HZ之全部的物品收容部E皆收容有物品W。 In this case, two large load areas HZ are formed, and the large load area HZ is generated by the seven rows of the frame space S, and the article W is accommodated in all the article storage portions E of the large load area HZ.
此外，形成3個小荷重區LZ，小荷重區LZ為2列架構空間S所產生，於小荷重區LZ之架構空間S存在3個空的物品收容部E。 In addition, three small load cells LZ are formed, and the small load region LZ is generated by two columns of the architecture space S, and three empty article storage portions E exist in the structure space S of the small load region LZ.
圖7(b)顯示，物品收容架31的物品W之架利用率為76%的情況之物品的配置例。 Fig. 7(b) shows an arrangement example of the article in the case where the rack utilization rate of the article W of the article storage rack 31 is 76%.
此一情況，形成3個大荷重區HZ，大荷重區H為由4列架構空間S所產生，於大荷重區HZ之全部的物品收容部E皆收容有物品W。 In this case, three large load areas HZ are formed, and the large load area H is generated by the four rows of the structure space S, and the article storage unit E of all the large load areas HZ accommodates the articles W.
此外，形成4個小荷重區LZ，小荷重區LZ為由2列架構空間S所產生，於小荷重區LZ之架構空間S存在3個空的物品收容部E。 In addition, four small load areas LZ are formed, and the small load area LZ is generated by two columns of the architecture space S, and three empty article storage units E exist in the structure space S of the small load area LZ.
圖7(c)顯示，物品收容架31的物品W之架利用率為70%的情況之物品的配置例。 Fig. 7 (c) shows an arrangement example of the article in the case where the rack utilization rate of the article W of the article storage rack 31 is 70%.
此一情況，形成4個大荷重區HZ。 In this case, four large load cells HZ are formed.
大荷重區HZ為由2列架構空間S與3列架構空間S所產生，於大荷重區HZ之全部的物品收容部E皆收容有物品W。 The large load area HZ is generated by the two rows of the architectural space S and the three rows of the structural space S, and the article storage unit E of all the large load areas HZ accommodates the articles W.
此外，形成5個小荷重區LZ，小荷重區LZ為由2列架構空間S所產生，於架構空間S存在3個空的物品收容部E。 Further, five small load cells LZ are formed, and the small load region LZ is generated by two columns of the frame space S, and three empty article storage portions E exist in the frame space S.
依本實施形態，達到與第1實施形態之作用效果(1)~(6)、(8)同等的作用效果。 According to this embodiment, the same operational effects as those of the first embodiment (1) to (6) and (8) are achieved.
進而言之，在本實施形態中，由於在將架構20之間連結的所有連結構件皆設置有油阻尼器29，故可形成適合物品收容架31的物品W之架使用率的變動之大荷重區HZ及小荷重區LZ。 Further, in the present embodiment, since all the connecting members that connect the structures 20 are provided with the oil damper 29, it is possible to form a large load that changes the rack usage rate of the article W suitable for the article receiving rack 31. Zone HZ and small load zone LZ.
本發明，不限定為上述實施形態而可在發明之趣旨範圍內進行各各種變更，例如，亦可如同以下地變更。 The present invention is not limited to the above-described embodiments, and various modifications can be made within the scope of the invention. For example, the invention may be modified as follows.
○上述第1及第2實施形態，雖為將本發明應用於自動倉儲之物品收容架的例子，但亦可為自動倉儲以外之物品收容架。 ○ The first and second embodiments described above are examples in which the present invention is applied to an article storage rack for automatic storage, but may be an article storage rack other than automatic storage.
○上述第1、第2實施形態，雖使用油阻尼器作為阻尼器，但阻尼器亦可使用例如黏彈性阻尼器，以其取代油阻尼器。阻尼器為黏彈性阻尼器之情況，可使橡膠系材料剪力變形而使振動衰減。此一情況亦達到與油阻尼器同等的作用效果。 ○ In the first and second embodiments described above, the oil damper is used as the damper, but the damper may use, for example, a viscoelastic damper instead of the oil damper. When the damper is a viscoelastic damper, the rubber material can be deformed by shearing force to attenuate the vibration. This situation also achieves the same effect as the oil damper.
○上述第1實施形態，雖為將屬於抑振構件之油阻尼器，設置在成為收容架之大荷重區與小荷重區的邊界之邊界架構的最上部及自上方起第3層支承構件之下部(柱構件之中間)的構成，但抑振構件的設置位置並不限於此處。 ○In the first embodiment, the oil damper belonging to the vibration-damping member is provided at the uppermost portion of the boundary structure which is the boundary between the large load region and the small load region of the storage rack, and the third-layer support member from the top. The configuration of the lower portion (the middle of the column member), but the position at which the vibration-damping member is disposed is not limited thereto.
抑振構件在邊界架構的設置處為任意處。由於地震中越為收容架之上部則有搖晃越大的傾向，故宜於收容架之上部設置抑振構件。 The vibration-damping member is arbitrary at the setting of the boundary structure. Since the upper part of the rack is more likely to be shaken during the earthquake, it is preferable to provide the vibration isolating member at the upper portion of the rack.
○上述第1及第2實施形態，雖使物品收容架之架構空間的數目為20，使架構空間之物品收容部的層數為5，但架構空間的數目與物品收容部的層數並無特別限定。此外，雖設定架利用率為80、82、76、70%，但架利用率並無特別限定，例如，架利用率亦可為70~90%。 ○ In the first and second embodiments, the number of the architectural spaces of the article storage rack is 20, and the number of layers of the article storage portion of the space is 5, but the number of the architectural spaces and the number of layers of the article storage portion are not Specially limited. In addition, although the rack utilization rate is 80, 82, 76, and 70%, the rack utilization rate is not particularly limited. For example, the rack utilization rate may be 70 to 90%.
○上述第1及第2實施形態，雖分別形成複數個大荷重區及小荷重區，但大荷重區及小荷重區的數目，並無特別限定。例如，亦可使上述實施形態中出入庫台側的10列份之架構空間為大荷重區，剩餘的10列架構空間為小荷重區。此等情況亦只要在與邊界架構連結之連結構件上設置抑振構件即可。 In the first and second embodiments described above, a plurality of large load areas and small load areas are formed, but the number of large load areas and small load areas is not particularly limited. For example, in the above embodiment, the layout space of the 10 rows of the storage platform side may be a large load area, and the remaining 10 column architecture spaces are small load areas. In this case, it is only necessary to provide a vibration-damping member on the connecting member connected to the boundary structure.
○上述第1及第2實施形態，雖使架構空間中全部皆收容有物品者為大荷重區，架構空間中以形成2個或3個空的物品收容部的方式收容物品者為小荷重區，但大荷重區及小荷重區的型態並不限於此。例如，可使使物品收容部全部清空之架構空間為小荷重區，亦可藉由僅收容有一個物品之架構空間形成小荷重區。此外，亦可使所有物品皆未被收容，設置有一個空的物品收容部之架構空間為大荷重區。 ○ In the above-described first and second embodiments, a person who accommodates articles in the space of the structure is a large load area, and a person who accommodates two or three empty article storage units in the space is a small load area. However, the types of large load areas and small load areas are not limited to this. For example, the space in which the article accommodating portion is completely emptied may be a small load area, and a small load area may be formed by arranging only an architectural space of one item. In addition, all the items are not accommodated, and the space provided with an empty item accommodating part is a large load area.
○上述第1及第2實施形態，雖自上層之物品收容部設定小荷重區之空的物品收容部，但形成小荷重區之架構空間的空的物品收容部之位置並無特別限定。例如，亦可在下層之物品收容部或中層之物品收容部設定空的物品收容部。 In the above-described first and second embodiments, the article accommodating portion of the small load area is set from the article accommodating portion of the upper layer, but the position of the empty article accommodating portion forming the space of the small load region is not particularly limited. For example, an empty article accommodating portion may be provided in the article accommodating portion of the lower layer or the article accommodating portion of the middle layer.
○上述第1及第2實施形態，雖使收容在物品收容架 之物品的重量為相同重量，但亦可為不同重量之物品。此一情況，控制裝置在進行庫存管理的同時，亦決定形成有自重量面來看是適當的大荷重區及小荷重區之物品配置。之後，藉由堆高式起重機的物品配置，形成自重量面來看為適當的大荷重區及小荷重區。 ○The first and second embodiments described above are housed in the article storage rack The weight of the items is the same weight, but can also be items of different weights. In this case, the control device also determines the formation of an item having a large load area and a small load area which are appropriate from the weight side while performing inventory management. Thereafter, by the arrangement of the stacking cranes, a large load area and a small load area which are appropriate from the weight side are formed.
10‧‧‧自動倉儲 10‧‧‧Automatic warehousing
11‧‧‧物品收容架 11‧‧‧Article shelter
12‧‧‧軌道 12‧‧‧ Track
13‧‧‧堆高式起重機(物品移送裝置) 13‧‧‧Head height crane (item transfer device)
14‧‧‧出入庫台 14‧‧‧Access to the library
15‧‧‧地上控制盤(控制裝置) 15‧‧‧ground control panel (control device)
S(S1~S20)‧‧‧架構空間 S(S1~S20)‧‧‧Architecture space
W‧‧‧物品 W‧‧‧ items
Claims (7)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2012223222A JP5742812B2 (en) | 2012-10-05 | 2012-10-05 | Goods storage shelf |
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| Publication Number | Publication Date |
|---|---|
| TW201425175A true TW201425175A (en) | 2014-07-01 |
| TWI496729B TWI496729B (en) | 2015-08-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| TW102135787A TWI496729B (en) | 2012-10-05 | 2013-10-03 | Goods storage rack |
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| Country | Link |
|---|---|
| JP (1) | JP5742812B2 (en) |
| KR (1) | KR101574598B1 (en) |
| CN (1) | CN103708162B (en) |
| TW (1) | TWI496729B (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| KR102252628B1 (en) * | 2018-12-26 | 2021-05-17 | 주식회사 에스에프에이 | Unmanned store system |
| KR102184336B1 (en) * | 2018-12-26 | 2020-11-30 | 주식회사 에스에프에이 | Unmanned store system |
| CN110182513A (en) * | 2019-05-13 | 2019-08-30 | 盐城品迅智能科技服务有限公司 | A kind of classification stock shelf and classification storage method for intelligent storage equipment |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| EP0154704A3 (en) * | 1983-12-16 | 1989-02-08 | Kingston-Warren Corporation | Improved storage rack system |
| JP2000095313A (en) * | 1998-09-22 | 2000-04-04 | Hisagane Tatsuya | Damping rack frame and high-rise warehouse |
| JP4545878B2 (en) | 2000-04-28 | 2010-09-15 | 株式会社竹中工務店 | Separation frame connection vibration control device |
| JP2002037426A (en) * | 2000-07-17 | 2002-02-06 | Shimizu Corp | Automated warehouse |
| JP4336928B2 (en) * | 2001-01-25 | 2009-09-30 | 村田機械株式会社 | Vibration control rack |
| JP2003118819A (en) * | 2001-10-15 | 2003-04-23 | Murata Mach Ltd | Vibration damping rack and rack vibration damping method |
| JP4716111B2 (en) * | 2006-01-24 | 2011-07-06 | 株式会社ダイフク | Goods storage shelf |
| JP5422905B2 (en) * | 2008-04-09 | 2014-02-19 | 株式会社大林組 | Damping structure |
| JP2011246223A (en) * | 2010-05-25 | 2011-12-08 | Murata Machinery Ltd | Automatic warehouse |
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2012
- 2012-10-05 JP JP2012223222A patent/JP5742812B2/en active Active
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- 2013-10-02 KR KR1020130117606A patent/KR101574598B1/en active IP Right Grant
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Also Published As
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|---|---|
| JP5742812B2 (en) | 2015-07-01 |
| KR101574598B1 (en) | 2015-12-04 |
| TWI496729B (en) | 2015-08-21 |
| JP2014073902A (en) | 2014-04-24 |
| CN103708162A (en) | 2014-04-09 |
| KR20140044749A (en) | 2014-04-15 |
| CN103708162B (en) | 2016-03-23 |
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