TWI551527B

TWI551527B - Vibration-proof structure of accommodation shelves

Info

Publication number: TWI551527B
Application number: TW102112795A
Authority: TW
Inventors: 淺野正裕
Original assignee: 豐田自動織機股份有限公司
Priority date: 2012-04-13
Filing date: 2013-04-11
Publication date: 2016-10-01
Also published as: JP2013234067A; JP5835184B2; TW201402429A

Description

收容棚架的防震構造 Shock-proof structure for sheltering scaffolding

本發明是關於一種收容棚架之防震構造，其具備複數個具有柱構件和梁構件的架構。 The present invention relates to a shock-proof structure for receiving a scaffolding, which is provided with a plurality of structures having a column member and a beam member.

作為與收容棚架之防震構造有關的習知技術，已知有專利文獻1所揭示的那種架構的防震構造。 As a conventional technique relating to a shock-proof structure for accommodating a scaffold, a shock-proof structure of the structure disclosed in Patent Document 1 is known.

在專利文獻1所揭示的那種架構的防震構造中，設置了具有外側桁骨架及內側桁骨架的自動倉庫。 In the earthquake-proof structure of the structure disclosed in Patent Document 1, an automatic warehouse having an outer side skeleton and an inner side skeleton is provided.

外側桁骨架係將以插銷接合且直立設置於柱腳構件的2根柱子、水平構件及傾斜構件以插銷接合在一起而構成。 The outer cymbal skeleton is configured by joining the two pillars, the horizontal member, and the slanting member which are joined by the pin and erected to the column leg member by a pin.

又，內側桁骨架係將以插銷接合且直立設置於柱腳構件的2根柱子、直立設置於其中間的中柱、水平構件及傾斜構件以插銷接合在一起而構成。 Further, the inner cymbal frame is configured by being joined by a pin and erected on two pillars of the column member, and the center pillar, the horizontal member, and the slanting member which are erected therebetween are joined by a pin.

外側桁骨架及內側桁骨架的最上部藉由連結梁來連結。 The outermost skeleton and the uppermost part of the medial malleolus skeleton are connected by a connecting beam.

在內側桁骨架中，使因為內側桁骨架的彎曲變形而負擔軸方向之正負反覆荷重的柱子最下部的柱部，為由極低降伏點鋼材所構成的極軟鋼柱。 In the inner cymbal skeleton, the column portion at the lowermost portion of the column which is subjected to the positive and negative repetitive load in the axial direction due to the bending deformation of the inner cymbal skeleton is an extremely soft steel column composed of a steel material having a very low declination point.

藉由專利文獻1所揭示的那種架構的防震構造，當大地震來臨時，會因為極軟鋼柱早期曾經降伏而使極軟鋼柱能吸收地震能量，所以，可使大地震時的損傷集中在極軟鋼柱，而使其它部位不會受損。 With the anti-seismic structure of the structure disclosed in Patent Document 1, when a large earthquake comes, the extremely soft steel column can absorb the seismic energy because the ultra-soft steel column has been lowered in the early stage, so that the damage during the major earthquake can be concentrated. Very soft steel column, so that other parts will not be damaged.

專利文獻1 特開2004-27815號公報 Patent Document 1 JP-A-2004-27815

不過，在專利文獻1所揭示的那種架構的防震構造中，由於架構中的柱子的最下部係由極低降伏點鋼材所構成的極軟鋼柱，所以，相較於一般不設置極軟鋼柱的柱子架構，會有架構強度低落的問題。 However, in the anti-vibration structure of the structure disclosed in Patent Document 1, since the lowermost portion of the column in the structure is a very soft steel column composed of a steel material having a very low drop point, it is generally not provided with a very soft steel column. The pillar structure will have the problem of low architectural strength.

亦即，雖然原本是需要強度來對抗地震的架構，但為了吸收大地震的能量而在架構中設置了低強度的部位，導致無法避免整體架構的強度下降。 That is, although the structure is originally required to resist the earthquake, in order to absorb the energy of the large earthquake, a low-strength portion is placed in the structure, so that the strength of the overall structure cannot be avoided.

本發明為鑑於上述問題點而產生的發明，本發明的目的在提供一種收容棚架之防震構造，其可在不使構成收容棚架之主要架構的主架構的強度下降的情況下，藉由防震構件有效率地吸收地震能量，充分發揮防震功能。 The present invention has been made in view of the above problems, and an object of the present invention is to provide a shock-proof structure for accommodating a scaffold, which can reduce the strength of a main structure constituting a main structure of a receiving scaffold by The anti-vibration member absorbs seismic energy efficiently and fully exerts the anti-shock function.

為了解決上述的課題，本發明的特徵為，具備：主架構，具有主柱構件所形成的主構面且於上述主構面配設桁架；從屬架構，具有從屬柱構件所形成的從屬構面；及連結構件，連結上述主架構和上述從屬構面；在上述主構面及上述從屬構面相互平行的收容棚架之防震構造中，上述連結構件具備防震構件。 In order to solve the above problems, the present invention provides a main structure having a main surface formed by a main column member and arranging a truss on the main surface, and a subordinate structure having a subordinate surface formed by the sub-column member And a connecting member that connects the main structure and the subordinate surface; and the anti-vibration structure of the receiving scaffold in which the main surface and the sub-surface are parallel to each other, the connecting member includes a vibration-proof member.

在本發明中，當收容棚架接受地震能量時，主架構及從屬架構會產生變形，但相較於具備桁架的主架構，沒有桁架的從屬架構變形得比較厲害，主架構和從屬架構於是產生相位不同的搖晃。 In the present invention, when the scaffolding receives the seismic energy, the main structure and the subordinate structure are deformed, but compared with the main structure with the truss, the subordinate structure without the truss is deformed more severely, and the main architecture and the subordinate architecture are generated. Shaking in different phases.

此時，連結主架構和從屬架構的防震構件吸收地震能量，衰減收容棚架的搖晃。 At this time, the seismic isolation members that connect the main structure and the subordinate structure absorb seismic energy and attenuate the shaking of the receiving scaffold.

根據本發明，連結主架構和從屬架構的連結構件具備防震構件，未在主架構上設置防震構件，所以，相較於在主架構上設置防震構件的情況，可更加提高主架構的強度，使收容棚架充分發揮防震功能。 According to the present invention, the joint member connecting the main structure and the slave structure is provided with the anti-vibration member, and the anti-vibration member is not provided on the main structure, so that the strength of the main structure can be further improved as compared with the case where the anti-vibration member is provided on the main structure. The shelter can be fully utilized for shockproof function.

又，在上述的收容棚架之防震構造中，藉由連設複數個上述從屬架構，於上述從屬架構之間形成第一架構空間；在上述主架構與連設於上述主架構的上述從屬架構之間形成第二架構空間；上述第一架構空間及上述第二架構空間可多段狀地收容物品；藉由將較多物品收容至與上述第二架構空間相鄰的上述第一架構空間，來設定大荷重區；藉由於上述第二架構空間收容少於上述第一架構空間的物品，來設定小荷重區；連結從屬架構和主架構之間的連結構件具備防震構件，上述從屬架構係形成上述第一架構空間，上述主架構係與形成上述第一架構空間之從屬架構相鄰且形成上述第二架構空間。 Further, in the above-described shock-proof structure for accommodating the scaffold, a plurality of the above-described subordinate architectures are connected to form a first architectural space between the subordinate architectures; and the subordinate architecture connected to the main architecture and the main architecture Forming a second architectural space; the first architectural space and the second architectural space may accommodate articles in multiple segments; and by accommodating a plurality of articles to the first architectural space adjacent to the second architectural space Setting a large load area; setting a small load area by the second structure space accommodating less than the first structure space; the connection member between the connection sub-architecture and the main structure is provided with a shock-proof member, and the subordinate structure forms the above The first architectural space, the primary architecture is adjacent to the secondary architecture forming the first architectural space and forming the second architectural space.

在此情況下，即使地震發生而產生搖晃，大荷重區的搖晃雖然會變大，但小荷重區的搖晃會比大荷重區的搖晃小，大荷重區和小荷重區產生相位互異的搖晃。 Under this circumstance, even if the earthquake occurs and the shaking occurs, the shaking of the large load area will become larger, but the shaking of the small load area will be smaller than the shaking of the large load area, and the large load area and the small load area will have different phases. .

此時，位於大荷重區和小荷重區之間的架構所連結的連結構件上所設置的防震構件會吸收地震能量，衰減收容棚架的搖晃。 At this time, the anti-vibration member provided on the connecting member connected to the structure between the large load region and the small load region absorbs seismic energy and attenuates the shaking of the receiving scaffold.

又，在上述的收容棚架之防震構造中，上述連結構件具備：第一構件，固定於上述主架構；及第二構件，固定於上述從屬架構；上述防震構件介於上述第一構件和上述第二構件之間，其係用來衰減與上述主構面及上述從屬構面平行的搖晃阻尼器。 Further, in the above-described shock-proof structure for accommodating a scaffold, the connecting member includes a first member fixed to the main structure, and a second member fixed to the sub-frame; the anti-vibration member interposed between the first member and the first member Between the second members, the damper damper is attenuated in parallel with the main surface and the subordinate surface.

在此情況下，一旦接受地震能量，主架構和從屬架構沿著與主構面及從屬構面平行的方向以不同的相位產生搖晃時，可使連結主架構和從屬架構的連結構件上所設置的阻尼器朝向與搖晃方向相同的方向變形，而有效率地吸收地震能量，有效地衰減與收容棚架之主構面及從屬構面平行的方向的搖晃。 In this case, once the seismic energy is received, the main structure and the slave architecture are swayed in different phases along the direction parallel to the main plane and the slave plane, and the joint structure of the joint main structure and the slave architecture can be set. The damper deforms in the same direction as the swaying direction, and efficiently absorbs seismic energy, effectively attenuating the sway in a direction parallel to the main surface and the subsurface of the receiving scaffold.

又，在上述的收容棚架之防震構造中，上述連結構件為水平地架設且相對於上述主構面及上述從屬構面呈傾斜狀態的水平傾斜構件。 Further, in the above-described shock-proof structure for accommodating the scaffold, the connecting member is a horizontally inclined member that is horizontally stretched and inclined with respect to the main surface and the sub-surface.

在此情況下，連結構件為水平傾斜構件，所以，無論橫向的搖晃方向為何，防震構件皆可有效地吸收作用於收容棚架的地震能量。 In this case, since the joint member is a horizontally inclined member, the earthquake-proof member can effectively absorb the seismic energy acting on the scaffold regardless of the lateral direction of the swing.

又，在上述的收容棚架之防震構造、中，上述防震構件為阻尼器。 Further, in the above-described shock absorbing structure for accommodating the scaffold, the anti-vibration member is a damper.

在此情況下，防震構件為阻尼器，所以，受到壓縮力及拉伸力之後可復原，除了可有效率地吸收並衰減在收容棚架中的地震能量之外，還可反覆使用防震構件。 In this case, since the anti-vibration member is a damper, it can be restored after being subjected to the compressive force and the tensile force, and in addition to efficiently absorbing and attenuating the seismic energy in the receiving scaffold, the anti-vibration member can be repeatedly used.

又，在上述的收容棚架之防震構造中，上述防震構件由低降伏點鋼材所形成。 Further, in the above-described shock absorbing structure for accommodating the scaffold, the anti-vibration member is formed of a steel material having a low relief point.

在此情況下，防震構件可由低降伏點鋼材形成，於是可實現阻尼器以外的防震構件。 In this case, the anti-vibration member can be formed of a low-drop point steel material, so that an anti-vibration member other than the damper can be realized.

又，在上述的收容棚架之防震構造中，上述從屬柱構件的橫斷面積或構件厚度設定得比上述主柱構件的橫斷面積或構件厚度還小。 Further, in the above-described shock absorbing structure for accommodating the scaffold, the cross-sectional area or the member thickness of the sub-column member is set to be smaller than the cross-sectional area or the thickness of the main column member.

在此情況下，從屬柱構件的橫斷面積或構件厚度設定得比主柱構件的橫斷面積或構件厚度還小，藉此，可構成從屬架構。 In this case, the cross-sectional area or the member thickness of the sub-column member is set to be smaller than the cross-sectional area or the thickness of the main column member, whereby the subordinate structure can be constructed.

又，在上述的收容棚架之防震構造中，形成上述從屬構面的上述從屬柱構件之間的距離設定得比形成上述主構面的上述主柱構件之間的距離還小。 Further, in the above-described shock absorbing structure for accommodating the scaffolding, the distance between the sub-column members forming the sub-surfaces is set to be smaller than the distance between the main column members forming the main surface.

在此情況下，形成從屬構面的從屬柱構件之間的距離設定得比形成主構面的主柱構件之間的距離還小，藉此，可構成從屬架構。 In this case, the distance between the sub-column members forming the sub-surfaces is set smaller than the distance between the main column members forming the main surface, whereby the subordinate structure can be constructed.

又，本發明的特徵為，具備：主架構，具有主柱構件所形成的主構面且於上述主構面配設桁架；從屬架構，具有從屬柱構件所形成的從屬構面且使上述從屬構面平行於上述主構面；及連結構件，連結上述主架構和上述從屬構面；在上述主構面及上述從屬構面相互平行的收容棚架之防震構造中，於上述從屬構面設置防震構件。 Further, the present invention is characterized in that the main structure includes a main structure having a main surface formed by a main column member and a truss disposed on the main surface, and a subordinate structure having a subordinate surface formed by the sub-column member and causing the subordinate The joint surface is parallel to the main surface; and the connecting member connects the main structure and the sub-structure; and the anti-vibration structure of the receiving scaffold in which the main surface and the sub-surface are parallel to each other, and the sub-surface is disposed on the sub-surface Anti-vibration member.

藉由本發明，當收容棚架接受地震能量時，主架構及從屬架構產生變形，但相較於具備桁架的主架構，不具備桁架的從屬架構變形得比較厲害，所以防震構件在從屬架構變形時吸收地震能量。 According to the present invention, when the scaffolding receives the seismic energy, the main structure and the subordinate structure are deformed, but compared to the main structure with the truss, The subordinate structure with the truss is deformed more severely, so the anti-vibration member absorbs seismic energy when the subordinate structure is deformed.

藉由本發明，在從屬架構的從屬構面設置防震構件，未在主架構設置防震構件，所以，相較於在主架構設置防震構件的情況，可更加提升主架構的強度，除此之外，可使收容棚架充分發揮防震功能。 According to the present invention, the anti-vibration member is disposed on the sub-surface of the slave structure, and the anti-vibration member is not disposed in the main structure, so that the strength of the main structure can be further improved as compared with the case where the anti-vibration member is disposed in the main structure. The shelter can be fully utilized for shockproof function.

藉由本發明，可提供一種收容棚架之防震構造，其可在不使構成收容棚架之主要架構的主架構的強度下降的情況下，藉由防震構件有效率地吸收地震能量，充分發揮防震功能。 According to the present invention, it is possible to provide a shock-proof structure for accommodating a scaffold, which can effectively absorb seismic energy and effectively exhibit earthquake resistance without deteriorating the strength of the main structure constituting the main structure of the shed. Features.

10‧‧‧自動倉庫 10‧‧‧Automatic warehouse

11,31,41,61,81‧‧‧收容棚架 11,31,41,61,81‧‧‧ Shelter

12‧‧‧導軌 12‧‧‧ rails

13‧‧‧堆疊起重機 13‧‧‧Stack crane

14‧‧‧進出庫台 14‧‧‧In and out of the library

15‧‧‧主架構 15‧‧‧Main Architecture

16‧‧‧主柱構件 16‧‧‧Main column components

17‧‧‧主梁構件 17‧‧‧ main beam members

18‧‧‧主構面 18‧‧‧Main facets

19‧‧‧桁架 19‧‧‧桁

20‧‧‧從屬架構 20‧‧‧Subordinate structure

21‧‧‧從屬柱構件 21‧‧‧Subordinate column members

22‧‧‧從屬梁構件 22‧‧‧Subordinate beam members

23‧‧‧從屬構面 23‧‧‧Subordinate facets

24,25‧‧‧支持構件 24,25‧‧‧Support components

26‧‧‧連結構件 26‧‧‧Linking components

27‧‧‧支架 27‧‧‧ bracket

28,33,33A,33B,51‧‧‧油壓阻尼器 28,33,33A,33B,51‧‧‧Hydraulic dampers

28A,28B,33,33A,33B‧‧‧油壓阻尼器 28A, 28B, 33, 33A, 33B‧‧‧ oil pressure damper

31,41,61‧‧‧收容棚架 31,41,61‧‧‧ Shelf

32,24‧‧‧連結構件 32,24‧‧‧Connected components

51‧‧‧油壓阻尼器 51‧‧‧Hydraulic damper

62‧‧‧連結構件 62‧‧‧Connected components

63,69,70‧‧‧第一構件 63,69,70‧‧‧ first component

64,72‧‧‧第二構件 64,72‧‧‧second component

65,73‧‧‧連接構件 65,73‧‧‧Connecting members

66‧‧‧第一相向面 66‧‧‧First facing

67‧‧‧第二相向面 67‧‧‧Second phase

68,74‧‧‧阻尼器 68,74‧‧‧ damper

71‧‧‧第一構件 71‧‧‧First component

72‧‧‧第二構件 72‧‧‧ second component

73‧‧‧連接構件 73‧‧‧Connecting members

74‧‧‧阻尼器 74‧‧‧damper

81‧‧‧收容棚架(第5實施型態) 81‧‧‧Shelf racks (5th implementation)

82‧‧‧水平傾斜構件 82‧‧‧Horizontal inclined members

200‧‧‧從屬架構 200‧‧‧Subordinate architecture

C‧‧‧地上控制盤(控制裝置) C‧‧‧ground control panel (control device)

F‧‧‧地面 F‧‧‧ Ground

S‧‧‧物品收容空間 S‧‧‧ article accommodating space

W‧‧‧物品 W‧‧‧ items

第1圖為第1實施型態之自動倉庫的概略平面圖。 Fig. 1 is a schematic plan view of an automatic warehouse of the first embodiment.

第2(a)圖為第1圖中沿著A-A線剖開的箭頭指示圖，第2(b)圖為第1圖中沿著B-B線剖開的箭頭指示圖。 Fig. 2(a) is an arrow diagram taken along line A-A in Fig. 1, and Fig. 2(b) is an arrow diagram taken along line B-B in Fig. 1.

第3圖為自動倉庫的收容棚架的側面圖。 Figure 3 is a side view of the containment scaffolding of the automated warehouse.

第4圖為自動倉庫的收容棚架的立體圖。 Figure 4 is a perspective view of the containment scaffolding of the automated warehouse.

第5圖為重要部位立體圖，顯示自動倉庫的收容棚架的重要部位。 Figure 5 is a perspective view of an important part showing the important parts of the shelter for the automated warehouse.

第6(a)圖至第6(c)圖為收容棚架最上部的重要部位平面圖，以模式顯示針對3個不同方向之橫向搖晃的防震作用。 Figures 6(a) to 6(c) are plan views of important parts of the uppermost part of the scaffolding, showing the anti-seismic effect of lateral shaking for three different directions in a pattern.

第7圖為重要部位立體圖，顯示第2實施型態中自動倉庫的收容棚架的重要部位。 Fig. 7 is a perspective view of an important part showing an important part of the storage rack of the automatic warehouse in the second embodiment.

第8圖為重要部位立體圖，顯示第3實施型態中自動倉庫的收容棚架的重要部位。 Fig. 8 is a perspective view of an important part showing an important part of the storage rack of the automatic warehouse in the third embodiment.

第9圖為重要部位立體圖，顯示第4實施型態中自動倉庫的收容棚架的重要部位。 Fig. 9 is a perspective view of an important part showing an important part of the storage rack of the automatic warehouse in the fourth embodiment.

第10圖為具有第4實施型態之阻尼器的連結構件的概略平面圖。 Fig. 10 is a schematic plan view showing a connecting member having a damper of a fourth embodiment.

第11(a)圖為表示第4實施型態之第1變更例的平面圖，第11(b)圖為表示第4實施型態之第2變更例的平面圖，第11(c)圖為表示第4實施型態之第3變更例的立體圖。 11(a) is a plan view showing a first modification of the fourth embodiment, and FIG. 11(b) is a plan view showing a second modification of the fourth embodiment, and FIG. 11(c) is a view showing A perspective view of a third modified example of the fourth embodiment.

第12圖為第5實施型態中自動倉庫的收容棚架的側面圖。 Fig. 12 is a side view showing the storage rack of the automatic warehouse in the fifth embodiment.

第13圖為重要部位立體圖，顯示第5實施型態中自動倉庫的收容棚架的重要部位。 Fig. 13 is a perspective view of an important part showing an important part of the storage scaffolding of the automatic warehouse in the fifth embodiment.

第14圖為具有第5實施型態之阻尼器的連結構件的概略平面圖。 Fig. 14 is a schematic plan view showing a connecting member having a damper of a fifth embodiment.

第15圖為第5實施型態之第1變更例的收容棚架的側面圖。 Fig. 15 is a side view showing the storage rack of the first modification of the fifth embodiment.

第16圖為第5實施型態之第2變更例的收容棚架的側面圖。 Fig. 16 is a side view showing a storage shelving of a second modification of the fifth embodiment.

第17圖為平面圖，顯示第2實施型態之收容棚架的從屬架構的變更例。 Fig. 17 is a plan view showing a modified example of the subordinate structure of the receiving shelving of the second embodiment.

第18圖為重要部位立體圖，顯示第2實施型態之收容棚架的變更例。 Fig. 18 is a perspective view of an important part, showing a modified example of the storage scaffold of the second embodiment.

第19圖為平面圖，顯示收容棚架的從屬架構的變更例。 Fig. 19 is a plan view showing a modified example of the subordinate structure of the receiving scaffold.

(第1實施型態) (first embodiment)

以下參照圖面來說明第1實施型態之收容棚架之防震構造。 Hereinafter, the earthquake-proof structure of the storage shelving of the first embodiment will be described with reference to the drawings.

本實施型態為將收容棚架之防震構造應用於自動倉庫之收容棚架的範例。 This embodiment is an example in which the earthquake-proof structure for accommodating the scaffold is applied to the storage rack of the automatic warehouse.

如第1圖所示，自動倉庫10具備複數個收容棚架11、設置於收容棚架11之間且在導軌12上往返移動的堆疊起重機13、及作為控制裝置的地上控制盤C。 As shown in Fig. 1, the automatic warehouse 10 includes a plurality of storage shelvings 11, a stacking crane 13 provided between the storage shelvings 11 and reciprocatingly moving on the guide rails 12, and an above-ground control panel C as a control device.

作為物品移送裝置的堆疊起重機13除了在收容棚架11和收容棚架11之端部上所設置的進出庫台14之間搬送物品W外，也會為了重新配置收容棚架11中的物品W而搬送物品。 The stacking crane 13 as the article transfer device transports the articles W in addition to the loading and unloading table 14 provided on the end portions of the receiving shelving 11 and the receiving shelving 11, and also reconfigures the articles in the receiving shelving 11 And transport the items.

地上控制盤C除了進行物品W的出入庫管理及庫存管理之外，也會進行收容於收容棚架11中的物品W的再配置計畫，將出入庫管理及庫存管理、物品W的再配置計畫的指令傳送給堆疊起重機13。 In addition to the storage management and inventory management of the article W, the above-ground control panel C also performs a relocation plan of the articles W accommodated in the storage rack 11, and performs the storage management, inventory management, and relocation of the articles W. The instructions of the plan are transmitted to the stacking crane 13.

在本實施型態中，使堆疊起重機13的移動方向為收容棚架11的長邊方向，使堆疊起重機13與收容棚架11之間的物品W的出入方向為收容棚架11的前後方向。 In the present embodiment, the moving direction of the stacking crane 13 is the longitudinal direction of the receiving scaffolding 11, and the direction in which the articles W are placed between the stacking crane 13 and the receiving shelving 11 is the front-rear direction of the receiving scaffolding 11.

此外，收容於收容棚架11的多個物品W的重量彼此相同。 Further, the weights of the plurality of articles W accommodated in the storage shelving 11 are the same as each other.

如第1圖所示，收容棚架11及堆疊起重機13依照收容棚架11、堆疊起重機13、收容棚架11、收容棚架11、堆疊起重機13、收容棚架11、收容棚架11、堆疊起重機13、收容棚架11的順序來配置。 As shown in FIG. 1, the storage scaffolding 11 and the stacking crane 13 are arranged according to the receiving scaffolding 11, the stacking crane 13, and the receiving scaffolding 11. The scaffolding 11, the stacking crane 13, the receiving scaffolding 11, the receiving scaffolding 11, the stacking crane 13, and the scaffolding 11 are arranged in this order.

各收容棚架11彼此為同一構造。 Each of the storage shelvings 11 has the same structure.

如第3圖所示，沿著收容棚架11的上下方向及長邊方向，形成用來收容物品W的多個物品收容空間S。 As shown in FIG. 3, a plurality of article storage spaces S for accommodating the articles W are formed along the vertical direction and the longitudinal direction of the storage shelving 11.

如第2(a)圖、第4圖及第5圖所示，收容棚架11具備作為收容棚架11的主要骨架的主架構15。 As shown in FIGS. 2(a), 4, and 5, the storage shelving 11 is provided with a main structure 15 as a main skeleton for housing the scaffolding 11.

主架構15具備配置於前後的一對主柱構件16、及連接主柱構件16頂部、下部及中間部的主梁構件17。 The main structure 15 includes a pair of main column members 16 disposed in front and rear, and a main beam member 17 that connects the top, bottom, and intermediate portions of the main column member 16.

各主柱構件16的下端固定於地面F。 The lower end of each of the main column members 16 is fixed to the floor surface F.

如第2(a)圖所示，在本實施型態的主架構15上，形成由主柱構件16和主梁構件17所包圍的2個主構面18，在各主構面18上，涵蓋著上下方向配設複數個桁架19。 As shown in Fig. 2(a), on the main structure 15 of the present embodiment, two main planes 18 surrounded by the main column member 16 and the main beam member 17 are formed, and on each main surface 18, A plurality of trusses 19 are arranged in the up and down direction.

桁架19為用來防止主構面18變形的垂直傾斜構件，相對於主柱構件16傾斜，連接前後的主柱構件16。 The truss 19 is a vertical slanting member for preventing deformation of the main surface 18, and is inclined with respect to the main column member 16, and connects the front and rear main column members 16.

主架構15為主要承受收容棚架11所需的強度的要素。 The main structure 15 is an element that mainly receives the strength required to receive the scaffolding 11.

主柱構件16、主梁構件17及桁架19由鋼材所形成，主柱構件16為鋼管。 The main column member 16, the main beam member 17, and the truss 19 are formed of steel, and the main column member 16 is a steel pipe.

如第3圖所示，在收容棚架11的長邊方向上的主架構15的旁邊，配置有從屬架構20。 As shown in FIG. 3, the slave structure 20 is disposed beside the main structure 15 in the longitudinal direction of the receiving shelving 11.

從屬架構20具備配置於前後的一對從屬柱構件21、及連接從屬柱構件21頂部、下部及中間部的從屬梁構件22。 The slave structure 20 includes a pair of slave column members 21 disposed in front and rear, and a slave beam member 22 that connects the top, the lower portion, and the intermediate portion of the slave column member 21.

各從屬柱構件21的下端固定於地面F。 The lower end of each of the sub-pillar members 21 is fixed to the floor surface F.

如第2(b)圖所示，在從屬架構20上，形成有由從屬柱構件21和從屬梁構件22所包圍的2個從屬構面23。 As shown in FIG. 2(b), on the slave structure 20, two slave facets 23 surrounded by the slave column member 21 and the slave beam member 22 are formed.

在從屬構面23上未配設有桁架19，所以，從屬構面23相較於主構面18，一受到前後方向的外力就容易變形。 Since the truss 19 is not disposed on the sub-surface 23, the sub-surface 23 is easily deformed by the external force in the front-rear direction as compared with the main surface 18.

從屬架構20具有可以支持物品W的強度，對收容棚架11對抗地震的強度幾乎沒有貢獻，相較於主架構15，剛性顯著較小。 The slave structure 20 has an intensity that can support the article W, and has little contribution to the strength of the shelter scaffolding 11 against earthquakes, and is significantly less rigid than the main frame 15.

從屬柱構件21及從屬梁構件22由鋼材所形成，從屬柱構件21為直徑比主柱構件16小的鋼管。 The slave column member 21 and the slave beam member 22 are formed of a steel material, and the slave column member 21 is a steel pipe having a smaller diameter than the main column member 16.

如第3圖所示，在本實施型態的收容棚架11中，主架構15和從屬架構20沿著收容棚架11的長邊方向交互配設。 As shown in FIG. 3, in the storage rack 11 of the present embodiment, the main structure 15 and the sub-frame 20 are alternately arranged along the longitudinal direction of the storage rack 11.

如第4圖及第5圖所示，在主架構15上，具備固定於一對主柱構件16的約略ㄇ字形的支持構件24。 As shown in FIGS. 4 and 5, the main structure 15 is provided with a substantially U-shaped support member 24 fixed to the pair of main column members 16.

在從屬架構20上，以與支持構件24相向的方式，具備固定於一對從屬柱構件21的約略ㄇ字形的支持構件25。 The subordinate structure 20 is provided with a substantially U-shaped support member 25 fixed to the pair of sub-column members 21 so as to face the support member 24.

支持構件24,25為支持物品W的構件。 The support members 24, 25 are members that support the article W.

於是，在本實施型態中，物品收容空間S為在主架構15與從屬架構20之間被支持構件24,25所區隔的空間。 Thus, in the present embodiment, the article accommodating space S is a space partitioned between the main structure 15 and the slave structure 20 by the support members 24, 25.

收容棚架11具備水平架構件26，其連結主架構15的後部側的主柱構件16及從屬架構20的後部側的從屬柱構件21。 The receiving shelving 11 is provided with a horizontal frame member 26 that connects the main column member 16 on the rear side of the main structure 15 and the sub-column member 21 on the rear side of the sub-frame 20.

水平架構件26由鋼材所形成，其分別水平地架設於主柱構件16及從屬柱構件21的上部、下部及中間部。 The horizontal frame member 26 is formed of a steel material that is horizontally spanned on the upper, lower, and intermediate portions of the main column member 16 and the sub-column member 21, respectively.

又，收容棚架11具備水平架構件26，其連結主架構15的前部側的主柱構件16及從屬架構20的前部側的從屬柱構件21。 Further, the storage shelving 11 is provided with a horizontal frame member 26 that connects the main column member 16 on the front side of the main structure 15 and the subordinate column member 21 on the front side of the sub-frame 20.

在收容棚架11的前部及後部，將從屬柱構件21夾在中間的2根主柱構件16與上下之水平架構件26於收容棚架11的前部及後部形成垂直構面。 In the front and rear portions of the receiving shelving 11, the two main column members 16 sandwiching the sub-pillar members 21 and the upper and lower horizontal frame members 26 form a vertical surface at the front and rear portions of the receiving shelving 11.

如第3圖所示，於後部的垂直構面上，以對角線狀配置支架27。 As shown in Fig. 3, the bracket 27 is arranged diagonally on the vertical surface of the rear portion.

支架27的兩端部分別連結至主柱構件16與水平架構件26交叉的位置。 Both ends of the bracket 27 are coupled to positions where the main column member 16 and the horizontal frame member 26 intersect, respectively.

水平架構件26及支架27為使收容棚架11的強度提高的要素。 The horizontal frame member 26 and the bracket 27 are elements for improving the strength of the receiving scaffolding 11.

此外，在第4圖中，為了說明的方便，除了表示出省略了支持構件24圖示的主架構15及省略了支持構件25圖示的從屬架構20之外，也省略支架27的圖示。 In addition, in FIG. 4, for the convenience of explanation, the illustration of the bracket 27 is omitted except that the main structure 15 in which the support member 24 is illustrated and the subordinate structure 20 in which the support member 25 is omitted are shown.

本實施型態的收容棚架11係於主架構15及從屬架構20的最上部(主柱構件16、從屬柱構件21的頂部)，並且於從上面數下來第4段的支持構件24,25的下部(主柱構件16、從屬柱構件21的中間)，具備作為水平傾斜構件的油壓阻尼器28。 The receiving shelving 11 of the present embodiment is attached to the uppermost portion of the main structure 15 and the sub-frame 20 (the main column member 16, the top of the sub-column member 21), and the support members 24, 25 of the fourth stage are counted from above. The lower portion (the middle column member 16 and the middle of the slave column member 21) is provided with a hydraulic damper 28 as a horizontal inclined member.

油壓阻尼器28水平地架設於主架構15與從屬架構20之間，其連結前部的主柱構件16和後部的從屬柱構件21之間，或者，連結後部的主柱構件16和前部的從屬柱構件21之間。 The hydraulic damper 28 is horizontally spanned between the main structure 15 and the sub-frame 20, and is connected between the main column member 16 at the front and the sub-column member 21 at the rear, or the main column member 16 and the front portion connecting the rear portion. Between the subordinate column members 21 .

亦即，油壓阻尼器28相當於用來連結主架構15和從屬架構20的連結構件。 That is, the hydraulic damper 28 corresponds to a joint member for coupling the main structure 15 and the sub-frame 20.

油壓阻尼器28的長邊方向相對於主梁構件17及從屬梁構件22各自的長邊方向而傾斜，亦即，相對於主構面18及從屬構面23而傾斜。 The longitudinal direction of the hydraulic damper 28 is inclined with respect to the longitudinal direction of each of the main beam member 17 and the subordinate beam member 22, that is, inclined with respect to the main surface 18 and the subordinate surface 23.

油壓阻尼器28為用來衰減振動的防震構件，其為利用內建於油壓阻尼器28的油液而可沿著長邊方向伸縮的構造。 The hydraulic damper 28 is an anti-vibration member for damping vibration, and is configured to be expandable and contractible in the longitudinal direction by the oil built in the hydraulic damper 28.

當振動時的壓縮力及拉伸力作用於油壓阻尼器28而導致油壓阻尼器28伸縮時，內建於油壓阻尼器28的的油液即吸收振動能量。 When the compressive force and the tensile force at the time of vibration act on the hydraulic damper 28 to cause the hydraulic damper 28 to expand and contract, the oil built in the hydraulic damper 28 absorbs the vibration energy.

如此，本實施型態的收容棚架11為在連結主架構15與從屬架構20的水平傾斜構件上使用作為防震構件之油壓阻尼器28的防震構造。 As described above, the storage shelving 11 of the present embodiment is a shock-proof structure in which the hydraulic damper 28 as the anti-vibration member is used to connect the horizontally inclined members of the main structure 15 and the sub-frame 20.

接著，說明本實施型態之收容棚架11的防震作用。 Next, the shockproof action of the receiving shelving 11 of the present embodiment will be described.

當大地震發生時，雖然收容棚架11產生搖晃，但設定了充分強度的主架構15、和比主架構15容易變形的從屬架構20產生了相位互異的搖晃。 When a large earthquake occurs, although the receiving scaffolding 11 is shaken, the main structure 15 in which sufficient strength is set and the subordinate structure 20 which is more deformable than the main structure 15 are shaken in phase.

在剛性大的主架構15上產生變形較小的搖晃，從屬架構20容易因外力而產生變形，所以會產生較大變形的搖晃。 When the rigid main structure 15 has a small deformation, the slave structure 20 is easily deformed by an external force, so that a large deformation is shaken.

尤其，收容棚架11的上部比下部還具有搖晃變大的傾向。 In particular, the upper portion of the receiving scaffolding 11 tends to be larger than the lower portion.

伴隨收容棚架11的搖晃，壓縮力或拉伸力作用於油壓阻尼器28，但由於主架構15和從屬架構20產生相位相異的搖晃，故油壓阻尼器28大幅度地伸縮。 With the shaking of the receiving scaffold 11, a compressive force or a tensile force acts on the hydraulic damper 28, but since the main structure 15 and the subordinate structure 20 are shaken in phase, the hydraulic damper 28 is greatly expanded and contracted.

藉由油壓阻尼器28的大幅度伸縮，內建於油壓阻尼器28的油液有效率地吸收地震能量。 The oil built into the oil damper 28 efficiently absorbs seismic energy by the large expansion and contraction of the oil damper 28.

由於油壓阻尼器28有效率地吸收地震能量，收容棚架11內的搖晃得到抑制。 Since the oil damper 28 efficiently absorbs seismic energy, the shaking in the receiving scaffold 11 is suppressed.

在本實施型態的收容棚架11之防震構造中，相較於使用鋼材來形成水平傾斜構件的習知收容棚架，可在大地震發生時使收容棚架11最上部的搖晃位移量、回應加速度(response acceleration spectrum)及作用於主架構15的剪力降低至一半左右。 In the shock-proof structure of the receiving shelving 11 of the present embodiment, compared with the conventional receiving scaffolding in which the horizontal inclined member is formed by using the steel material, the amount of shaking displacement of the uppermost portion of the receiving scaffolding 11 can be made at the time of a major earthquake, The response acceleration spectrum and the shear force acting on the main structure 15 are reduced to about half.

油壓阻尼器28作為水平傾斜構件來使用，所以，當水平方向的搖晃(橫向搖晃)產生時，無論橫向搖晃的方向是哪一方向，油壓阻尼器28都會吸收地震能量。 The hydraulic damper 28 is used as a horizontal slanting member, so that when the horizontal sway (lateral sway) occurs, the hydraulic damper 28 absorbs seismic energy regardless of the direction in which the lateral sway is.

第6(a)圖至第6(c)圖為收容棚架11最上部的重要部位平面圖，其以模式顯示針對分別朝向不同方向橫向搖晃時的防震作用，圖中的箭頭表示搖晃的方向，此外，實線表示變形前的狀態，二點鏈線表示變形後的狀態。 6(a) to 6(c) are plan views of important parts of the uppermost portion of the receiving scaffolding 11, which are shown in a mode for the anti-shock effect when shaking laterally in different directions, and the arrows in the figure indicate the direction of shaking, Further, the solid line indicates the state before the deformation, and the two-dot chain line indicates the state after the deformation.

第6(a)圖為收容棚架11沿著前後方向產生橫向搖晃的情況，第6(b)圖為收容棚架11沿著長邊方向產生橫向搖晃的情況，第6(c)圖為收容棚架11相對於長邊方向傾斜45度而產生橫向搖晃的情況。 Fig. 6(a) shows a case where the receiving shelving 11 is laterally swayed in the front-rear direction, and Fig. 6(b) shows a case where the receiving shelving 11 is laterally swayed along the longitudinal direction, and Fig. 6(c) shows The receiving shelving 11 is inclined by 45 degrees with respect to the longitudinal direction to cause lateral shaking.

在第6(a)圖至第6(c)圖中，為了說明的方便，將傾斜方向互異的2個油壓阻尼器28的其中一者稱為油壓阻尼器28A，將另一者稱為油壓阻尼器28B。 In the sixth (a)th to sixth (c) drawings, for convenience of explanation, one of the two hydraulic dampers 28 having different inclination directions is referred to as a hydraulic damper 28A, and the other is It is called a hydraulic damper 28B.

在第6(a)圖中，由於是收容棚架11沿著前後方向橫向搖晃，從屬架構20沿著前後方向產生變形。 In the sixth drawing (a), since the receiving shelving 11 is laterally swayed in the front-rear direction, the sub-frame 20 is deformed in the front-rear direction.

伴隨從屬架構20的變形，油壓阻尼器28A,28B伸縮。 Along with the deformation of the slave structure 20, the oil pressure dampers 28A, 28B expand and contract.

當從屬架構20變形成往比最初位置更前方傾斜時，壓縮力作用於油壓阻尼器28A,28B上；當變形成往比最初位置更後方傾斜時，拉伸力作用於油壓阻尼器28A,28B上。 When the subordinate structure 20 is deformed to be inclined further forward than the initial position, the compressive force acts on the hydraulic dampers 28A, 28B; when the deformation is formed to be inclined further rearward than the initial position, the tensile force acts on the hydraulic damper 28A , 28B.

在第6(b)圖中，是收容棚架11沿著長邊方向橫向搖晃。 In the sixth drawing (b), the receiving shelving 11 is laterally swayed in the longitudinal direction.

在收容棚架11的後部，將從屬柱構件21夾在中間的2根主柱構件16和上下之水平架構件26於收容棚架11的後部形成垂直構面，於後部的垂直構面上配置支架27。 In the rear portion of the receiving shelving 11, the two main column members 16 and the upper and lower horizontal frame members 26 sandwiched by the sub-pillar members 21 form a vertical surface at the rear portion of the receiving scaffolding 11, and are disposed on the vertical surface of the rear portion. Bracket 27.

在收容棚架11沿著長邊方向的搖晃時，其後部的垂直構面發揮主構面的功能，與後部垂直構面相向且不含支架27的前部垂直構面發揮從屬構面的功能。 When the storage shelving 11 is swayed along the longitudinal direction, the vertical surface of the rear portion functions as a main surface, and the front vertical surface of the bracket 27 does not include the function of the subsurface. .

因此，構成前部垂直構面的架構所產生的變形比構成後部垂直構面的架構還大，後部垂直構面與前部垂直構面產生相位相異的搖晃。 Therefore, the deformation of the structure constituting the front vertical facet is larger than the structure constituting the rear vertical facet, and the rear vertical facet and the front vertical facet are shaken in phase.

隨著構成前部垂直構面的架構變形，油壓阻尼器28A,28B開始伸縮，但當構成前部垂直構面的架構從最初位置朝向其中一方(在圖中為上側)變形時，壓縮力作用於油壓阻尼器28A上，拉伸力作用於油壓阻尼器28B上。 As the structure constituting the front vertical facet is deformed, the oil dampers 28A, 28B start to expand and contract, but when the structure constituting the front vertical facet is the most When the initial position is deformed toward one of the upper sides (the upper side in the drawing), the compressive force acts on the hydraulic damper 28A, and the tensile force acts on the hydraulic damper 28B.

當構成前部垂直構面的架構從最初位置朝向另一方(在圖中為下側)變形時，拉伸力作用於油壓阻尼器28A上，壓縮力作用於油壓阻尼器28B上。 When the structure constituting the front vertical facet is deformed from the initial position toward the other side (the lower side in the drawing), the tensile force acts on the hydraulic damper 28A, and the compressive force acts on the hydraulic damper 28B.

在第6(c)圖中，如箭頭方向所示，由於是相對於長邊方向傾斜45度的橫向搖晃，故從屬架構20朝向橫向搖晃的方向產生變形。 In the sixth (c) diagram, as shown by the direction of the arrow, since the lateral sway is inclined by 45 degrees with respect to the longitudinal direction, the sub-frame 20 is deformed in the direction of the lateral sway.

當從屬架構20變形成從最初位置朝向斜前方傾斜時，壓縮力作用於油壓阻尼器28A上，而僅有少量的拉伸力作用於油壓阻尼器28B。 When the sub-frame 20 is deformed from the initial position toward the oblique front, the compressive force acts on the oil damper 28A, and only a small amount of the tensile force acts on the oil damper 28B.

當從屬架構20變形成從最初位置朝向斜後方傾斜時，拉伸力作用於油壓阻尼器28A,28B受到，而作用於油壓阻尼器28B的拉伸力相較於作用於油壓阻尼器28A的拉伸力，只有一點點。 When the sub-frame 20 is deformed from the initial position toward the oblique rear, the tensile force acts on the hydraulic dampers 28A, 28B, and the tensile force acting on the hydraulic damper 28B acts on the hydraulic damper. The tensile force of 28A is only a little bit.

不論是第6(a)圖至第6(c)圖中哪一種情況下，油壓阻尼器28A,28B皆在壓縮力及拉伸力作用時，吸收地震能量。 Regardless of the case of the sixth (a)th to the sixth (c), the hydraulic dampers 28A, 28B absorb the seismic energy when the compressive force and the tensile force act.

本實施型態之收容棚架之防震構造能達成以下的作用效果。 The earthquake-proof structure of the receiving scaffold of this embodiment can achieve the following effects.

(1)即使收容棚架11接受地震能量，主架構15及從屬架構20雖會產生變形，但相較於具備桁架19的主架構15，不具備桁架19的從屬架構20產生較大的變形，主架構15和從屬架構20產生相位相異的搖晃。連結主架構15和從屬架構20的油壓阻尼器28吸收地震能量，衰減收容棚架11的搖晃。在本實施型態中，未於主架構15上設置防震構件，所以，相較於在主架構15上設置防震構件的情況，更可提高主架構15的強度，並使收容棚架11充分發揮防震功能。最後，相較於過去，可減輕對主架構所施加的強度負擔。 (1) Even if the receiving scaffolding 11 receives seismic energy, the main structure 15 and the sub-frame 20 are deformed, but the sub-frame 20 not having the truss 19 is largely deformed compared to the main structure 15 having the truss 19. The main architecture 15 and the slave architecture 20 produce phased shaking. Link master The oil damper 28 of the structure 15 and the slave structure 20 absorbs seismic energy and attenuates the shaking of the receiving scaffolding 11. In the present embodiment, since the anti-vibration member is not provided on the main structure 15, the strength of the main structure 15 can be improved and the receiving scaffolding 11 can be fully utilized as compared with the case where the anti-vibration member is provided on the main structure 15. Shockproof function. Finally, the intensity burden imposed on the main architecture can be reduced compared to the past.

(2)水平傾斜構件為油壓阻尼器28，所以，無論橫向搖晃方向為哪一方向，油壓阻尼器28都可有效率地吸收作用於收容棚架11的地震能量。又，油壓阻尼器28可在受到壓縮力及拉伸力之後又復原，所以可有效率地吸收並衰減收容棚架11中因地震而產生的振動，並且，油壓阻尼器28係可反覆使用。 (2) The horizontal slanting member is the hydraulic damper 28, so that the hydraulic damper 28 can efficiently absorb the seismic energy acting on the receiving shelving 11 regardless of the direction in which the lateral swaying direction is. Moreover, the hydraulic damper 28 can be restored after being subjected to the compressive force and the tensile force, so that the vibration generated by the earthquake in the receiving scaffold 11 can be efficiently absorbed and attenuated, and the hydraulic damper 28 can be repeated. use.

(3)於收容棚架11最上部及從上數下來第4段的支持構件24,25的下部，設有油壓阻尼器28，所以，油壓阻尼器28可有效率地衰減相較於收容棚架11的下部搖晃較大的上部的搖動。因此，相較於以鋼材形成水平傾斜構件的習知收容棚架，當大地震發生時，可將因收容棚架11最上部的搖晃而產生的位移量、回應加速度及主架構15所承受的剪力降低至一半左右。於是，即使在收容棚架11收容著物品W的狀態下發生大地震，也可防止物品W從收容棚架11落下。為收容棚架11一半以上的高度的收容棚架11的上部宜設置油壓阻尼器28。 (3) The hydraulic damper 28 is provided at the lowermost portion of the support member 24, 25 which accommodates the uppermost portion of the scaffolding 11 and the fourth section from the top, so that the hydraulic damper 28 can be effectively attenuated as compared with The lower portion of the shelter scaffold 11 is shaken by the upper portion of the larger portion. Therefore, compared with the conventional receiving scaffolding in which the horizontal inclined members are formed of steel, the displacement amount, the response acceleration, and the main structure 15 can be received by the shaking of the uppermost portion of the receiving scaffolding 11 when a large earthquake occurs. The shear force is reduced to about half. Therefore, even if a large earthquake occurs in a state in which the article W is accommodated in the storage shelving 11, the article W can be prevented from falling from the storage shelf 11. A hydraulic damper 28 is preferably provided at an upper portion of the receiving shelving 11 for receiving a height of more than half of the scaffolding 11 .

(4)即使是現存的收容棚架，也可藉由將用來連結主架構和從屬架構的水平傾斜構件更換為油壓阻尼器28，對現存的收容棚架附加防震功能。又，由於僅僅更換為油壓阻尼器28，容易將現存的收容棚架改造為具備防震功能的收容棚架。收容棚架是在現場進行組裝的，所以，更換成油壓阻尼器28的更換作業本身也很容易。 (4) Even if it is an existing containment scaffold, an anti-vibration function can be added to the existing containment scaffold by replacing the horizontal tilting member for connecting the main structure and the sub-structure with the hydraulic damper 28. Again, just because it’s replaced The hydraulic damper 28 easily transforms the existing containment scaffold into a shelter scaffold with a shockproof function. The receiving scaffolding is assembled on site, so replacement of the hydraulic damper 28 itself is also easy.

(第2實施型態) (Second embodiment)

接著，說明第2實施型態的收容棚架之防震構造。 Next, the earthquake-proof structure of the storage shelving of the second embodiment will be described.

第2實施型態以鋼材來形成用來連結主架構和從屬架構的水平傾斜構件，除此之外，在從屬構面設置油壓阻尼器這一點和第1實施型態不同。 In the second embodiment, a horizontal inclined member for connecting the main structure and the sub-structure is formed of a steel material, and the hydraulic damper is provided on the sub-surface, which is different from the first embodiment.

其它構造和第1實施型態相同，對於相同構造，援用第1實施型態的說明並共用元件符號。 The other structure is the same as that of the first embodiment, and the description of the first embodiment will be used for the same structure, and the component symbols will be shared.

如第7圖所示，收容棚架31具備連結構件32，其作為用來連結主架構15和從屬架構20的水平傾斜構件。 As shown in Fig. 7, the receiving shelving 31 is provided with a coupling member 32 as a horizontally inclined member for connecting the main structure 15 and the subordinate structure 20.

在本實施型態中，連結構件32由鋼材所形成。 In the present embodiment, the joint member 32 is formed of a steel material.

在從屬架構20的從屬構面23上，以對角線狀傾斜配置了連接前後之從屬柱構件21的一對油壓阻尼器33。 On the slave surface 23 of the slave structure 20, a pair of hydraulic dampers 33 that connect the slave column members 21 before and after are disposed in a diagonally inclined manner.

每個從屬構面23上都配置一對油壓阻尼器33，油壓阻尼器33的基本構造和第1實施型態的油壓阻尼器28相同。 A pair of hydraulic dampers 33 are disposed on each of the sub-surfaces 23, and the basic structure of the hydraulic damper 33 is the same as that of the hydraulic damper 28 of the first embodiment.

當大地震發生時，地震能量導致從屬架構20沿著前後方向變形進而使得從屬構面23平行四邊形化，在此情況下，伴隨著從屬架構20的變形，壓縮力或拉伸力作用於各油壓阻尼器33上，油壓阻尼器33大幅度地伸縮。 When a large earthquake occurs, the seismic energy causes the slave structure 20 to deform in the front-rear direction to cause the slave facet 23 to be parallelogramd, in which case, with the deformation of the slave frame 20, compressive or tensile forces act on the oil. On the pressure damper 33, the hydraulic damper 33 is greatly expanded and contracted.

大幅度伸縮的油壓阻尼器33有效率地吸收地震能量。 The substantially telescopic oil damper 33 absorbs seismic energy efficiently.

藉由本實施型態，設置於從屬架構20上的油壓阻尼器33可衰減收容棚架11沿著前後方向的搖晃。 With the present embodiment, the hydraulic damper 33 provided on the sub-frame 20 can attenuate the shaking of the storage rack 11 in the front-rear direction.

由於可以衰減前後方向的搖晃，即使在收容棚架11收容著物品W的狀態下發生大地震，也可防止物品W從收容棚架11落至前方。 Since the shaking in the front-rear direction can be attenuated, even if a large earthquake occurs in a state in which the article W is housed in the receiving shelving 11, the article W can be prevented from falling from the receiving shelving 11 to the front.

又，一對油壓阻尼器33配置於從屬構面23上，所以，當從屬架構20變形時，可使油壓阻尼器33因壓縮及拉伸而收縮時的收縮量變大，於是可有效率地吸收地震能量。 Further, since the pair of hydraulic dampers 33 are disposed on the sub-surface 23, when the sub-frame 20 is deformed, the amount of shrinkage when the hydraulic damper 33 contracts due to compression and stretching is increased, so that it is efficient. Earthquake energy is absorbed.

(第3實施型態) (third embodiment)

接著，說明第3實施型態的收容棚架之防震構造。 Next, the earthquake-proof structure of the storage shelving of the third embodiment will be described.

第3實施型態以低降伏點鋼材形成用來連接主架構和從屬架構的水平傾斜構件，這一點和第1實施型態不同。 The third embodiment differs from the first embodiment in that a horizontally inclined member for connecting the main structure and the subordinate structure is formed with a low-drop point steel material.

如第8圖所示，收容棚架41具備一對連結構件42，其作為用來連結主架構15和從屬架構20的水平傾斜構件。 As shown in Fig. 8, the receiving shelving 41 is provided with a pair of connecting members 42 as horizontal inclined members for connecting the main chassis 15 and the sub-frame 20.

在本實施型態中，一對連結構件42以對角線狀連接前後之主柱構件16和從屬柱構件21。 In the present embodiment, the pair of coupling members 42 connect the front and rear main column members 16 and the sub-column members 21 in a diagonal shape.

連結構件42由低降伏點鋼材形成。 The joint member 42 is formed of a low-drop point steel material.

低降伏點鋼材的強度比軟鋼低，為延展性極高的鋼材料。 The steel with low drop point is lower in strength than mild steel and is a steel material with extremely high ductility.

當大地震發生時，收容棚架41產生搖晃，主架構15和從屬架構20產生相位互異的搖晃。 When a large earthquake occurs, the shelter scaffolding 41 is shaken, and the main structure 15 and the subordinate structure 20 are shaken in phase.

伴隨收容棚架41的搖晃，連結構件42受到壓縮力及拉伸力的作用，但由於主架構15和從屬架構20產生相位互異的搖晃，低降伏點鋼材所構成的連結構件42會隨著拉伸力而大幅度地變形。 The connecting member 42 is subjected to the compressive force and the tensile force accompanying the shaking of the receiving scaffold 41. However, since the main structure 15 and the subordinate structure 20 are shaken in phase, the connecting member 42 composed of the low-drop point steel material will follow. The tensile force is greatly deformed.

連結構件42大幅度地變形導致地震能量被吸收，藉由連結構件42吸收地震能量，收容棚架11的搖晃得以衰減。 The connecting member 42 is largely deformed to cause the seismic energy to be absorbed, and the seismic energy is absorbed by the connecting member 42, and the shaking of the receiving scaffold 11 is attenuated.

藉由本實施型態，一對連結構件42作為水平傾斜構件來使用，所以，當水平方向的搖晃(橫向搖晃)發生時，無論橫向搖晃的方向為哪一個方向，都可藉由連結構件42的變形來吸收地震能量。 According to the present embodiment, the pair of coupling members 42 are used as the horizontal slanting members. Therefore, when the horizontal sway (lateral sway) occurs, regardless of which direction the direction of the lateral sway is, the coupling member 42 can be used. Deformation to absorb seismic energy.

此外，變形後的連結構件42更換為新的連結構件42即可。 Further, the deformed connecting member 42 may be replaced with a new connecting member 42.

(第4實施型態) (fourth embodiment)

接著，說明第4實施型態的收容棚架之防震構造。 Next, the earthquake-proof structure of the storage shelving of the fourth embodiment will be described.

在第4實施型態中，用來連結主架構和從屬架構的連結構件的構造以及連結構件所具備的阻尼器的構造和第1實施型態不同。 In the fourth embodiment, the structure of the connecting member for connecting the main structure and the subordinate structure and the structure of the damper provided in the connecting member are different from those of the first embodiment.

第9圖所示的本實施型態之收容棚架61在主架構15及從屬架構20的最上部以及從上面數下來第4段的支持構件24,25的下部，設置具備阻尼器68的連結構件62。 The receiving shelving 61 of the present embodiment shown in Fig. 9 is provided with a damper 68 at the lowermost portion of the main structure 15 and the sub-frame 20 and the lower portion of the supporting members 24, 25 of the fourth stage from the top. Member 62.

如第9圖及第10圖所示，連結構件62具備固定於主架構15的第一構件63、固定於從屬架構20的第二構件64、及介於2根第一構件63與第二構件64之間的阻尼器68。 As shown in FIGS. 9 and 10, the coupling member 62 includes a first member 63 fixed to the main chassis 15, a second member 64 fixed to the sub-frame 20, and two first members 63 and a second member. Damper 68 between 64.

第一構件63為棒狀的鋼材，為和習知的水平傾斜構件相同的鋼材。 The first member 63 is a rod-shaped steel material and is the same steel material as the conventional horizontal inclined member.

第一構件63的其中一端部固定於主架構15中的主柱構件16及主梁構件17的連接部。 One end portion of the first member 63 is fixed to a connection portion of the main column member 16 and the main beam member 17 in the main chassis 15.

第一構件63的另一端部朝向從屬架構20的從屬梁構件22的中心，2根第一構件63中的另一端部固定於連接構件65。 The other end of the first member 63 faces the center of the slave beam member 22 of the slave frame 20, and the other end of the two first members 63 is fixed to the link member 65.

連接構件65為金屬製的構件，在連接構件65上，形成與第二構件64相向的第一相向面66。 The connecting member 65 is a metal member, and the first opposing surface 66 facing the second member 64 is formed on the connecting member 65.

第二構件64為金屬製的構件，固定於從屬梁構件22的長邊方向的中心部，在第二構件64上，形成與連接構件65相向的一對第二相向面67。 The second member 64 is a metal member and is fixed to a central portion of the slave beam member 22 in the longitudinal direction, and a pair of second opposing faces 67 facing the connecting member 65 are formed on the second member 64.

設置於第一構件63的連接構件65與第二構件64之間，具有橡膠製的阻尼器68，阻尼器68固定於第一相向面66及第二相向面67。 Between the connecting member 65 of the first member 63 and the second member 64, a rubber damper 68 is provided, and the damper 68 is fixed to the first opposing surface 66 and the second opposing surface 67.

阻尼器68為用來衰減振動的防震構件，藉由橡膠材料的黏彈性而可變形。 The damper 68 is an anti-vibration member for damping vibration, and is deformable by the viscoelasticity of the rubber material.

當振動時的壓縮力及拉伸力作用於阻尼器68上而使阻尼器68變形時，阻尼器68吸收振動能量。 When the compressive force and the tensile force at the time of vibration act on the damper 68 to deform the damper 68, the damper 68 absorbs the vibration energy.

在本實施型態中，當從屬架構20相對於主架構15沿著前後方向相對移動而使得前後方向振動(和主構面18及從屬構面23平行的搖晃)產生時，連接構件65和第二構件64相對移動。 In the present embodiment, when the slave chassis 20 is relatively moved in the front-rear direction with respect to the main chassis 15 to cause the front-back direction vibration (shaking in parallel with the main plane 18 and the slave plane 23), the connecting member 65 and the The two members 64 move relatively.

如第10圖所示，阻尼器68隨著連接構件65和第二構件64的相對移動而沿著前後方向變形。 As shown in Fig. 10, the damper 68 is deformed in the front-rear direction in accordance with the relative movement of the connecting member 65 and the second member 64.

因此，收容棚架61中的振動方向和阻尼器68的變形方向一致，所以，前後方向的振動得以有效率地衰減，振動能量能被阻尼器68吸收。 Therefore, the vibration direction in the receiving scaffold 61 coincides with the deformation direction of the damper 68, so that the vibration in the front-rear direction is efficiently attenuated, and the vibration energy can be absorbed by the damper 68.

在本實施型態中，除了從屬架構20的最上部以外，從上面數下來第4段的支持構件25的下部上，亦即，從屬梁構件22上，設有具備阻尼器68的連結構件62。 In the present embodiment, in addition to the uppermost portion of the sub-frame 20, the lower portion of the support member 25 of the fourth stage is counted from above, that is, the sub-beam member 22 is provided with a coupling member 62 having a damper 68. .

從上面數下來第4段的支持構件25和作為此支持構件25下部的從屬梁構件22之間的空間為不會有物品W、堆疊起重機13的分支點存在的空間。 The space between the support member 25 of the fourth stage and the subordinate beam member 22 which is the lower portion of the support member 25 from the above is a space where the article W and the branch point of the stacking crane 13 do not exist.

另一方面，在物品W、堆疊起重機13的分支點有可能存在的空間中，存在著由與習知的水平傾斜構件相同的鋼材所形成的第一構件63。 On the other hand, in the space where the article W and the branching point of the stacking crane 13 are likely to exist, there is a first member 63 formed of the same steel material as the conventional horizontally inclined member.

因此，即使阻尼器68在高度方向的尺寸較大，物品W、堆疊起重機13的分支點有可能存在的空間也不會因阻尼器68的設置而受到收容效率下降之類的不良影響。 Therefore, even if the size of the damper 68 in the height direction is large, the space in which the article W and the branch point of the stacking crane 13 are likely to exist is not adversely affected by the decrease in the storage efficiency due to the arrangement of the damper 68.

藉由本實施型態的收容棚架61，可達成以下的作用效果。 According to the storage rack 61 of the present embodiment, the following effects can be achieved.

(5)有時，收容棚架61接受地震能量，主架構15和從屬架構20沿著前後方向產生相位相異的搖晃。在此情況下，用來連結主架構15和從屬架構20的連結構件62上所設置的阻尼器68沿著與搖晃方向相同的前後方向變形，並有效率地吸收地震能量，如此可有效地衰減收容棚架61沿著前後方向的搖晃。又，在本實施型態中，未在主架構15上設置防震構件，所以，相較於在主架構15上設置防震構件的情況，更可提高主架構15的強度，使收容棚架61充分發揮防震功能。結果，相較於過去，可更減輕對主架構15的強度負擔。 (5) Sometimes, the receiving scaffolding 61 receives seismic energy, and the main structure 15 and the subordinate structure 20 generate phase-shake in the front-rear direction. In this case, the damper 68 provided on the joint member 62 for connecting the main structure 15 and the sub-frame 20 is deformed in the same front-rear direction as the wobble direction, and efficiently absorbs seismic energy, so that it can be effectively attenuated The shelter rack 61 is swayed in the front-rear direction. Further, in the present embodiment, since the anti-vibration member is not provided on the main structure 15, the strength of the main structure 15 can be further improved as compared with the case where the anti-vibration member is provided on the main structure 15, so that the receiving scaffold 61 is sufficient. Play the shockproof function. As a result, the intensity burden on the main architecture 15 can be alleviated compared to the past.

(6)阻尼器68為橡膠製的阻尼器，所以，除了也可壓低製造成本之外，阻尼器68的保護管理也比油壓阻尼器28更容易。又，阻尼器68受到壓縮力及拉伸力之後可復原，所以，可有效率地吸收並衰減收容棚架61因地震而產生的振動，此外，阻尼器68可反覆使用。 (6) The damper 68 is a damper made of rubber, so that the protection management of the damper 68 is easier than that of the oil damper 28 in addition to the reduction in manufacturing cost. Further, since the damper 68 can be restored after being subjected to the compressive force and the tensile force, the vibration of the storage scaffolding 61 due to the earthquake can be efficiently absorbed and attenuated, and the damper 68 can be used repeatedly.

(7)在收容棚架61的最上部及從上面數下來第4段的支持構件24,25的下部設置具備阻尼器68的連結構件62，所以，阻尼器68可更有效率地衰減相較於收容棚架61的下部搖晃較大的上部之中的搖動。因此，相較於以鋼材來形成水平傾斜構件的習知之收容棚架，當大地震發生時，可將收容棚架61最上部的搖晃的位移量、回應加速度及主架構15所承受的剪力降低至一半左右。結果，即使在收容棚架61收容著物品W的狀態下發生大地震，也可防止物品W從收容棚架61落下。宜在高度為收容棚架61一半以上的收容棚架11之上部，設置具備阻尼器68的連結構件62。 (7) The connecting member 62 provided with the damper 68 is provided at the lower portion of the receiving scaffold 61 and the lower portion of the supporting members 24, 25 of the fourth stage from the top, so that the damper 68 can be more effectively attenuated. The rocking of the larger upper portion is shaken in the lower portion of the receiving scaffolding 61. Therefore, compared with the conventional shelter scaffolding which forms a horizontally inclined member with steel, the displacement of the uppermost portion of the receiving scaffold 61, the response acceleration, and the shearing force of the main structure 15 can be taken when a major earthquake occurs. Reduce it to about half. As a result, even in the state in which the storage rack 61 accommodates the article W In the event of a major earthquake, it is also possible to prevent the article W from falling from the storage rack 61. It is preferable to provide a connecting member 62 having a damper 68 at an upper portion of the receiving shelving 11 having a height that is half or more of the receiving shelving 61.

(8)即使是現存的收容棚架，也可藉由將用來連結主架構15和從屬架構20的水平傾斜構件更換為具備阻尼器68的連結構件62，藉此，對現存的收容棚架附加防震功能。又，由於僅僅更換為具備阻尼器68的連結構件62，容易將現存的收容棚架改造為具備防震功能的收容棚架61。收容棚架61是在現場進行組裝的，所以，更換成具備阻尼器68的連結構件62的更換作業本身也很容易。 (8) Even if it is an existing receiving scaffold, the horizontally inclined member for connecting the main structure 15 and the subordinate structure 20 can be replaced with the connecting member 62 having the damper 68, thereby accommodating the existing receiving scaffolding Additional shock protection. Moreover, since only the connection member 62 provided with the damper 68 is replaced, it is easy to transform the existing accommodation scaffolding into the accommodation scaffolding 61 which has a shockproof function. Since the storage shelving 61 is assembled on site, it is also easy to replace the connecting member 62 having the damper 68.

(9)阻尼器68設置於物品W、堆疊起重機13的分支點不存在的空間。另一方面，在物品W、堆疊起重機13的分支點有可能存在的空間，設置由與習知的水平傾斜構件相同的鋼材所形成的第一構件63。因此，即使阻尼器68在高度方向的尺寸較大，物品W、堆疊起重機13的分支點有可能存在的空間也不會因阻尼器68的設置而受到收容效率下降之類的不良影響。結果，當將沒有因具備主構面18及從屬構面23而帶來的防震功能的收容棚架進行改造為本實施型態的收容棚架61時，僅需要將水平傾斜構件更換為具備阻尼器68的連結構件62即可。 (9) The damper 68 is provided in a space where the article W and the branching point of the stacking crane 13 do not exist. On the other hand, in the space where the article W and the branching point of the stacking crane 13 are likely to exist, the first member 63 formed of the same steel material as the conventional horizontal inclined member is provided. Therefore, even if the size of the damper 68 in the height direction is large, the space in which the article W and the branch point of the stacking crane 13 are likely to exist is not adversely affected by the decrease in the storage efficiency due to the arrangement of the damper 68. As a result, when the housing scaffold having no anti-shock function due to the main surface 18 and the sub-surface 23 is modified into the receiving scaffold 61 of the present embodiment, it is only necessary to replace the horizontal inclined member with damping. The connecting member 62 of the device 68 may be used.

(第1至第3變更例) (1st to 3rd modifications)

接著，說明第4實施型態的第1至第3變更例。 Next, the first to third modified examples of the fourth embodiment will be described.

第1及第2變更例為變更連結構件62之第一構件63的範例，第3變更例為變更第一構件63、第二構件64、連接構件65之構造的範例。 The first and second modified examples are examples in which the first member 63 of the connecting member 62 is changed, and the third modified example is an example in which the structures of the first member 63, the second member 64, and the connecting member 65 are changed.

第1變更例如第11(a)圖所示，將約略三角形的金屬板作為第一構件69。 In the first modification, for example, as shown in Fig. 11(a), a substantially triangular metal plate is used as the first member 69.

在第一構件69的從屬梁構件22那側的先端，固定有連接構件65。 A connecting member 65 is fixed to the tip end of the side of the slave member 22 of the first member 69.

關於第一構件69以外的要素，和第4實施型態相同。 The elements other than the first member 69 are the same as those in the fourth embodiment.

如第11(b)圖所示，第2變更例的第一構件70係在與主梁構件17之長邊方向垂直的方向上具有長邊方向的構件。 As shown in FIG. 11(b), the first member 70 of the second modification has a member having a longitudinal direction in a direction perpendicular to the longitudinal direction of the main beam member 17.

第一構件70的長邊方向與水平架構件26平行，具有可充分對抗彎曲的剛性。 The longitudinal direction of the first member 70 is parallel to the horizontal frame member 26 and has rigidity sufficient to resist bending.

在第一構件70的從屬梁構件22那側的先端，固定有連接構件65。 A connecting member 65 is fixed to the tip end of the side of the slave member 22 of the first member 70.

關於第一構件70以外的要素，和第4實施型態相同。 The elements other than the first member 70 are the same as those in the fourth embodiment.

第3變更例如第11(c)圖所示，將連結構件73及第二構件72形成為板狀，在固定於從屬梁構件22的第二構件72的上方，配置有連接構件73，再者，在連接構件73和第二構件72之間，存在著橡膠製的阻尼器74。 In the third modification, as shown in FIG. 11(c), the connecting member 73 and the second member 72 are formed in a plate shape, and the connecting member 73 is disposed above the second member 72 fixed to the slave beam member 22, and further Between the connecting member 73 and the second member 72, a rubber damper 74 is present.

在連接構件73上，安裝有固定於主梁構件17的第一構件71。 On the connecting member 73, a first member 71 fixed to the main beam member 17 is attached.

第一構件71的構造係與第4實施型態的第一構件63相同。 The structure of the first member 71 is the same as that of the first member 63 of the fourth embodiment.

當第二構件72相對連接構件73沿著從屬梁構件22的長邊方向(前後方向)移動時，阻尼器74朝向相同方向變形。 When the second member 72 moves relative to the connecting member 73 in the longitudinal direction (front-rear direction) of the slave beam member 22, the damper 74 is deformed toward the same direction.

第1至第3變更例的情況也能達成和第4實施型態相同的作用效果。 In the case of the first to third modified examples, the same operational effects as those of the fourth embodiment can be achieved.

(第5實施型態) (Fifth embodiment)

接著，說明第5實施型態的收容棚架之防震構造。 Next, a shock-proof structure of the storage shelving of the fifth embodiment will be described.

本實施型態為在主架構和主架構之間連設2個從屬架構的收容棚架，這一點和第1實施型態不同。 This embodiment is a housing scaffolding in which two subordinate structures are connected between the main structure and the main structure, which is different from the first embodiment.

又，本實施型態的收容棚架中的主架構及從屬架構的構造除了沿著上下方向形成10段的物品收容空間S這一點外，其它部分和第1實施型態相同，所以共用元件符號。 In addition, the structure of the main structure and the subordinate structure in the storage scaffold of the present embodiment is the same as that of the first embodiment except that the article storage space S of ten stages is formed in the vertical direction, and therefore the common component symbol is shared. .

又，關於主架構及從屬架構之外的其它構造，對和第1實施型態相同的構造要素援用第1實施型態的說明並共用元件符號。 In addition, regarding the other structures other than the main structure and the subordinate architecture, the description of the first embodiment will be used for the same constituent elements as those of the first embodiment, and the component symbols will be shared.

本實施型態的收容棚架81如第12圖所示，具備3個主架構15和4個從屬架構20。 As shown in Fig. 12, the storage shelving 81 of this embodiment includes three main structures 15 and four subordinate structures 20.

如第13圖所示，主架構15具備主柱構件16及主梁構件17，除了具有由主柱構件16和主梁構件17所包圍的主構面18以外，在主構面18上，涵蓋上下方向配設有複數個桁架19。 As shown in Fig. 13, the main structure 15 is provided with a main column member 16 and a main beam member 17, which are covered on the main surface 18 except for the main surface 18 surrounded by the main column member 16 and the main beam member 17. A plurality of trusses 19 are arranged in the vertical direction.

在主架構15上，具備固定於一對主柱構件16的約略ㄇ字形之支持構件24。 On the main structure 15, there is provided an approximately U-shaped support member 24 fixed to a pair of main column members 16.

如第13圖所示，從屬架構20具備配置於前後的一對從屬柱構件21、及連接從屬柱構件21頂部、下部及中間部的從屬梁構件22。 As shown in Fig. 13, the slave structure 20 includes a pair of slave column members 21 disposed in front and rear, and a slave beam member 22 that connects the top, the lower portion, and the intermediate portion of the slave column member 21.

在從屬架構20上，形成由從屬柱構件21和從屬梁構件22所包圍的從屬構面23，但在從屬構面23上，不配設桁架19。 On the slave structure 20, the slave face 23 surrounded by the slave column member 21 and the slave beam member 22 is formed, but the slave frame 19 is not provided on the slave face 23.

在從屬架構20上，具備固定於一對從屬柱構件21的約略ㄇ字形之支持構件25。 On the slave structure 20, there is provided an approximately U-shaped support member 25 fixed to a pair of sub-column members 21.

在本實施型態中，如第12圖所示，主架構15及從屬架構20依照主架構15、從屬架構20、從屬架構20、主架構15、主架構15、從屬架構20、從屬架構20、主架構15的順序來連設。 In this embodiment, as shown in FIG. 12, the main architecture 15 and the slave architecture 20 are in accordance with the main architecture 15, the slave architecture 20, the slave architecture 20, the main architecture 15, the main architecture 15, the slave architecture 20, the slave architecture 20, The order of the main architecture 15 is connected.

亦即，在主架構15和主架構15之間，連設2個從屬架構20。 That is, two slave architectures 20 are connected between the main architecture 15 and the main architecture 15.

在主架構15及從屬架構20的配設方向上的收容棚架81的兩端部，分別設置主架構15。 The main structure 15 is provided at each end of the receiving shelving 81 in the arrangement direction of the main structure 15 and the subordinate structure 20.

在本實施型態中，於相互連設的從屬架構20之間形成第一架構空間R1，在主架構15與從屬架構20之間形成第二架構空間R2。 In this embodiment, a first architecture space R1 is formed between the slave architectures 20 connected to each other, and a second architecture space R2 is formed between the master architecture 15 and the slave architecture 20.

在第一架構空間R1及第二架構空間R2上，以多段狀形成10個物品收容空間S。 In the first structural space R1 and the second structural space R2, ten article accommodating spaces S are formed in a plurality of stages.

收容棚架81具備2個第一架構空間R1和4個第二架構空間R2，在各架構空間R1,R2形成10個物品收容空間S，所以，最多可收容60個物品W。 The storage scaffolding 81 has two first structural spaces R1 and four second structural spaces R2, and ten object accommodating spaces S are formed in each of the structural spaces R1 and R2, so that up to 60 articles W can be accommodated.

如第13圖所示，收容棚架81具備用來連結主架構15後部側的主柱構件16及從屬架構20後部側的從屬柱構件21的水平架構件26。 As shown in Fig. 13, the receiving shelving 81 is provided with a horizontal frame member 26 for connecting the main column member 16 on the rear side of the main structure 15 and the subordinate column member 21 on the rear side of the sub-frame 20.

水平架構件26分別水平地架設於主柱構件16及從屬柱構件21的最上部、下部及中間部(第2段、第4段、第6段、第8段)。 The horizontal frame members 26 are horizontally spanned at the uppermost portion, the lower portion, and the intermediate portion (second segment, fourth segment, sixth segment, and eighth segment) of the main column member 16 and the sub-column member 21, respectively.

又，收容棚架81具備用來連結主架構15前部側的主柱構件16及從屬架構20前部側的從屬柱構件21的水平架構件26。 Further, the storage scaffolding 81 is provided with a horizontal frame member 26 for connecting the main column member 16 on the front side of the main structure 15 and the subordinate column member 21 on the front side of the sub-frame 20.

於收容棚架81的前部及後部，夾住2根連設的從屬柱構件21的兩側的2根主柱構件16、上下的水平架構件26於收容棚架81的前部及後部，形成垂直構面。 In the front and rear portions of the receiving scaffolding 81, two main column members 16 and two upper and lower horizontal frame members 26 of the two connected sub-column members 21 are sandwiched between the front and rear portions of the scaffolding 81. Form a vertical facet.

如第12圖及第13圖所示，在收容棚架81後部的垂直構面上，以對角線狀配置支架27。 As shown in Figs. 12 and 13, the bracket 27 is arranged diagonally on the vertical surface of the rear portion of the shelter frame 81.

此外，藉由堆疊起重機13使物品W進出於物品收容空間S，所以，不在收容棚架81前部的垂直構面上設置支架27。 Further, since the stacking crane 13 causes the article W to enter the article accommodating space S, the bracket 27 is not provided on the vertical surface of the front portion of the receiving shelving 81.

水平架構件26及支架27為提高收容棚架81之強度的要素。 The horizontal frame member 26 and the bracket 27 are elements for improving the strength of the receiving scaffolding 81.

在本實施型態中，如第13圖所示，在收容棚架81的最上部，具備用來連結主架構15與從屬架構20之間的連結構件62。 In the present embodiment, as shown in Fig. 13, a coupling member 62 for connecting the main frame 15 and the sub-frame 20 is provided at the uppermost portion of the receiving shelving 81.

連結構件62的第一構件63固定於從屬梁構件22上，第二構件64固定於主柱構件16上。 The first member 63 of the joint member 62 is fixed to the slave beam member 22, and the second member 64 is fixed to the main column member 16.

連結構件62具備阻尼器68，為和第4實施型態的連結構件62相同的構造。 The connecting member 62 is provided with a damper 68 and has the same structure as the connecting member 62 of the fourth embodiment.

於是，阻尼器68可朝向與收容棚架81的前後方向的振動相同的方向產生變形。 Thus, the damper 68 can be deformed in the same direction as the vibration in the front-rear direction of the receiving scaffolding 81.

在本實施型態中，除了收容棚架81的最上部以外，在中間部(第2段、第4段、第8段)，具備阻尼器68的連結構件62連結主架構15和從屬架構20之間。 In the present embodiment, in addition to the uppermost portion of the receiving scaffold 81, the connecting member 62 including the damper 68 connects the main structure 15 and the subordinate structure 20 in the intermediate portion (the second stage, the fourth stage, and the eighth stage). between.

此外，在第12圖中，以虛線表示具備阻尼器68的連結構件62的位置。 Further, in Fig. 12, the position of the connecting member 62 including the damper 68 is indicated by a broken line.

另一方面，在收容棚架81的最上部，設置水平傾斜構件82，用來將連設的從屬架構20之間連結。 On the other hand, a horizontal inclined member 82 is provided at the uppermost portion of the receiving shelving 81 for connecting the connected sub-frames 20 to each other.

水平傾斜構件82為不具備阻尼器68的連結構件，和第2實施型態的連結構件32為同一構造。 The horizontal inclined member 82 is a connecting member that does not include the damper 68, and has the same structure as the connecting member 32 of the second embodiment.

在本實施型態中，除了收容棚架81的最上部以外，於中間部(第2段、第4段、第8段)水平傾斜構件82將相鄰的從屬架構20之間連結。 In the present embodiment, in addition to the uppermost portion of the receiving scaffolding 81, the horizontally inclined members 82 are connected to the adjacent sub-frames 20 in the intermediate portion (second, fourth, and eighth stages).

此外，在第13圖中，從收容棚架81的第6段的物品收容空間S放大圖示上部的部位。 In addition, in the figure 13, the upper part of the figure is enlarged from the article accommodating space S of the sixth stage of the storage scaffolding 81.

在本實施型態的收容棚架81中，當棚架使用率為80%(物品數為48個)時，如第12圖所示，配置物品W。 In the storage rack 81 of the present embodiment, when the scaffold usage rate is 80% (the number of articles is 48), as shown in Fig. 12, the article W is placed.

在收容棚架81的第一架構空間R1中收容很多物品W，形成大荷重區HZ，將比大荷重區HZ還少的物品W收容至第二架構空間R2，形成小荷重區LZ。 A plurality of articles W are accommodated in the first structural space R1 of the receiving shelving 81 to form a large load area HZ, and articles W smaller than the large load area HZ are accommodated in the second structural space R2 to form a small load area LZ.

構成大荷重區HZ中之第一架構空間R1的從屬架構20收容較多物品W，所以，承受較大荷重。 The slave architecture 20 constituting the first architecture space R1 in the large load cell HZ accommodates a large number of articles W, and therefore, bears a large load.

另一方面，構成小荷重區LZ中之第二架構空間R2的從屬架構15收容較少物品W，所以，承受比大荷重區HZ的從屬架構20所承受的荷重還小的荷重。 On the other hand, the slave architecture 15 constituting the second architecture space R2 in the small load cell LZ accommodates fewer articles W, and therefore bears a load smaller than the load applied to the slave architecture 20 of the large load cell HZ.

具體而言，收容棚架81的2個第一架構空間R1收容全部的物品W，形成大荷重區HZ。 Specifically, the two first frame spaces R1 that house the scaffolding 81 house all the articles W to form a large load cell HZ.

又，於收容棚架81的4個第二架構空間R2，從最下段到第7段的物品收容空間S都有收容物品W，空出第8至10段的物品收容空間S，藉此，形成小荷重區LZ。 Further, in the four second frame spaces R2 for accommodating the scaffolding 81, the article accommodating space S from the lowermost stage to the seventh stage has the articles W accommodated, and the article accommodating spaces S of the eighth to tenth segments are vacated. A small load area LZ is formed.

在收容棚架81收容著物品W而分別形成大荷重區HZ和小荷重區LZ的狀態下，與主架構15相鄰的從屬架構20中的從屬柱構件21承受來自大荷重區HZ那邊的物品W的大荷重和來自小荷重區LZ那邊的物品W的小荷重。 In a state in which the storage rack 81 houses the articles W to form the large load area HZ and the small load area LZ, respectively, the sub-column members 21 in the sub-frame 20 adjacent to the main structure 15 are subjected to the side from the large load area HZ. The large load of the article W and the small load of the article W from the side of the small load area LZ.

亦即，在與主架構15相鄰的從屬架構20中的從屬柱構件21上，從大荷重區HZ那邊承受大荷重，並且從小荷重區LZ那邊承受比大荷重區HZ那邊的荷重小的荷重。 That is, on the sub-column member 21 in the sub-frame 20 adjacent to the main structure 15, a large load is received from the side of the large load cell HZ, and the load on the side of the large load region HZ is received from the side of the small load region LZ. Small load.

在本實施型態中，形成第一架構空間R1的一對從屬架構20中的從屬柱構件21所承受的荷重負擔在第12圖中為相互左右對稱。 In the present embodiment, the load burden on the slave column members 21 in the pair of slave structures 20 forming the first frame space R1 is symmetrical with respect to each other in Fig. 12 .

當大地震發生時，收容棚架81會產生搖晃，在此將說明沿著物品W進出的前後方向產生搖晃的情況。 When a major earthquake occurs, the storage scaffolding 81 is shaken, and the case where the front and rear directions of the article W enter and exit will be shaken.

當因大地震而產生前後方向的搖晃時，如第14圖所示，形成小荷重區LZ的第二架構空間R2、及形成大荷重區HZ的第一架構空間R1產生相位互異的搖晃。 When the front-rear direction is shaken due to a large earthquake, as shown in Fig. 14, the second frame space R2 forming the small load area LZ and the first frame space R1 forming the large load area HZ are mutually oscillated.

從屬架構20比主架構15產生週期更大的搖晃，此點形成收容棚架81的構造特性，此外，藉由物品W的配置，形成大荷重區HZ及小荷重區LZ，所以，大荷重區HZ相較於小荷重區LZ，產生變形更大的搖晃。 The slave structure 20 generates a larger period of sway than the main structure 15, which forms the structural characteristics of the receiving scaffold 81. Further, by the arrangement of the articles W, the large load area HZ and the small load area LZ are formed, so the large load area Compared with the small load area LZ, the HZ produces a more swaying deformation.

亦即，小荷重區LZ的搖晃為週期較小的搖晃，大荷重區HZ的搖晃為週期較大的搖晃。 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.

尤其，與收容棚架81的下部相比，收容棚架81的上部的搖晃有變大的傾向。 In particular, the shaking of the upper portion of the receiving scaffold 81 tends to be larger than the lower portion of the receiving scaffolding 81.

此外，在第14圖中，搖晃較小的主架構15的搖晃未被圖示出來，而是圖示了搖晃較大的從屬架構20的搖晃。 Further, in Fig. 14, the shaking of the main structure 15 which is less shaken is not shown, but the shaking of the slave structure 20 which is shaken a lot is illustrated.

伴隨收容棚架81的搖晃，連結構件62的阻尼器具68受到壓縮力或拉伸力的作用，但大荷重區HZ與小荷重區LZ產生相位互異的搖晃，所以，阻尼器68大幅度地伸縮。 The damper 68 of the connecting member 62 is subjected to a compressive force or a tensile force with the shaking of the receiving scaffold 81, but the large load region HZ and the small load region LZ are shaken in phase, so that the damper 68 is largely Telescopic.

藉由阻尼器68的大幅度伸縮，有效率地吸收地震能量。 The seismic energy is efficiently absorbed by the large expansion and contraction of the damper 68.

藉由使阻尼器68有效率地吸收地震能量，收容棚架81內的搖晃得到抑制。 By absorbing the seismic energy efficiently by the damper 68, the shaking in the receiving scaffold 81 is suppressed.

此外，有時會從收容棚架81上形成大荷重區HZ及小荷重區LZ的狀態進行物品W的出入庫作業。 Further, the loading and unloading operation of the article W may be performed in a state in which the large load area HZ and the small load area LZ are formed on the storage shelving 81.

此時，可能會因為物品W的出入庫作業的關係使大荷重區HZ產生空的物品收容空間S，或使小荷重區LZ的空的物品收容空間S收容物品W，而解除大荷重區HZ及小荷重區LZ的存在。 At this time, the empty load accommodating space S may be generated in the large load area HZ due to the relationship between the warehousing operation of the article W, or the empty article accommodating space S of the small load area LZ may be accommodated in the article W, and the large load area HZ may be released. And the existence of LZ in the small load area.

在本實施型態中，即使解除了大荷重區HZ及小荷重區LZ，地上控制盤C也會進行物品W的出入庫管理及庫存管理，並且對收容棚架81正在收容的物品W進行再配置計畫。 In the present embodiment, even if the large load area HZ and the small load area LZ are released, the above-ground control panel C performs the storage management and inventory management of the article W, and performs the article W that is being housed in the storage rack 81. Configure the plan.

另外，此再配置計畫是關於配置物品W的計畫，其為了形成適當的大荷重區HZ及小荷重區LZ。 In addition, this relocation plan is a plan for arranging the articles W in order to form an appropriate large load zone HZ and small load zone LZ.

地上控制盤C將用來執行物品W的再配置計畫的指令傳達給堆疊起重機13，堆疊起重機13接收指令並移動物品W。 The above-ground control panel C communicates an instruction to execute the reconfiguration plan of the article W to the stacking crane 13, which receives the instruction and moves the article W.

堆疊起重機13移動物品W，藉此再度在收容棚架81中形成大荷重區HZ及小荷重區LZ。 The stacking crane 13 moves the articles W, thereby again forming the large load zone HZ and the small load zone LZ in the receiving shelving 81.

本實施型態的收容棚架81可達成以下的作用效果。 The storage scaffolding 81 of the present embodiment can achieve the following effects.

(10)當地震發生而沿著前後方向(物品W的出入方向)產生搖晃時，大荷重區HZ的搖晃較大，小荷重區LZ的搖晃比大荷重區HZ的搖晃小，大荷重區HZ及小荷重區LZ產生相位互異的搖晃。此時，將位於大荷重區HZ及小荷重區LZ之間的從屬架構20、與此從屬架構20相鄰的主架構15連結起來的連結構件62的阻尼器68吸收地震能量，衰減收容棚架81的搖晃。收容棚架81具備主架構15及從屬架構20所帶來的防震功能，在此收容棚架81中，藉由物品W的配置，形成大荷重區HZ及小荷重區LZ，於是可進一步提升收容棚架81的防震功能。 (10) When the earthquake occurs and the wobble is generated along the front-rear direction (the direction of entry and exit of the article W), the large load area HZ is shaken greatly, the small load area LZ is shaken less than the large load area HZ, and the large load area HZ And the small load area LZ produces shaking with different phases. At this time, the damper 68 of the connecting member 62 connecting the slave structure 20 between the large load area HZ and the small load area LZ and the main structure 15 adjacent to the slave structure 20 absorbs seismic energy and attenuates the shelter scaffold 81 shaking. The shelter scaffolding 81 has a shockproof function provided by the main structure 15 and the subordinate structure 20, and is accommodated therein. In the scaffold 81, the large load area HZ and the small load area LZ are formed by the arrangement of the articles W, so that the shockproof function of the receiving scaffold 81 can be further improved.

(11)不需要在相鄰的從屬架構20之間設置阻尼器68，可將收容棚架81所使用的阻尼器縮減到比第1實施型態還少。最後，可壓低收容棚架81的製造成本。 (11) It is not necessary to provide the damper 68 between the adjacent sub-frames 20, and the damper used for accommodating the scaffold 81 can be reduced to less than that of the first embodiment. Finally, the manufacturing cost of the receiving scaffold 81 can be lowered.

(12)藉由在第二架構空間R2上方形成空的物品收容空間S，收容棚架81的重心比在第二架構空間R2下方形成空的物品收容空間S的情況，還來得低，可提升對於收容棚架81的搖晃的穩定性。 (12) By forming an empty article accommodating space S above the second structural space R2, the center of gravity of the receiving scaffold 81 is lower than that of the empty article accommodating space S formed below the second structural space R2, and can be improved. The stability of the shaking of the shelter scaffold 81 is accommodated.

(13)大荷重區HZ中的第一架構空間R1的物品收容空間S收容全部的物品W，所以，當地震發生時，可使大荷重區HZ的搖晃比小荷重區LZ的搖晃還大。藉由加大大荷重區HZ及小荷重區LZ的搖晃的差距，可使阻尼器68更有效率地吸收地震能量。 (13) The article accommodating space S of the first structural space R1 in the large load area HZ accommodates all the articles W. Therefore, when an earthquake occurs, the shaking of the large load area HZ can be made larger than the shaking of the small load area LZ. By increasing the wobble of the large load zone HZ and the small load zone LZ, the damper 68 can more efficiently absorb seismic energy.

(14)具備堆疊起重機13，其使物品W出入物品收容空間S，並移送物品W，又具備地上控制盤C，其控制物品W的移送，以形成大荷重區HZ及小荷重區LZ。因此，即使因為進行使物品W進出收容棚架81的出入庫作業而解除大荷重區HZ及小荷重區LZ，也可藉由堆疊起重機13及地上控制盤C再次形成大荷重區HZ及小荷重區LZ。 (14) A stacking crane 13 is provided which allows the article W to enter and exit the article accommodating space S and transfer the article W, and further includes a ground control panel C that controls the transfer of the article W to form the large load zone HZ and the small load zone LZ. Therefore, even if the large load area HZ and the small load area LZ are released by performing the loading and unloading operation of the article W into and out of the storage rack 81, the large load area HZ and the small load can be formed again by the stacking crane 13 and the ground control panel C. District LZ.

(第1及第2變更例) (1st and 2nd modified examples)

接著，說明第5實施型態的第1及第2變更例。 Next, the first and second modified examples of the fifth embodiment will be described.

第1及第2變更例為一種收容棚架81的範例，其為使從屬架構20之間的第一架構空間R1三連設的構造。 The first and second modifications are examples of the receiving scaffolding 81, which is a structure in which the first structural space R1 between the subordinate structures 20 is connected.

第1變更例將第一架構空間R1之中將中心的第一架構空間R1除外的第一架構空間R1作為大荷重區HZ，將中心的第一架構空間R1作為小荷重區LZ。 In the first modification, the first architecture space R1 excluding the first first architecture space R1 among the first architecture spaces R1 is used as the large load area HZ, and the center first architecture space R1 is used as the small load area LZ.

第2變更例為將全部的第一架構空間R1作為大荷重區HZ的範例。 The second modification example is an example in which all of the first architectural space R1 is used as the large load area HZ.

第1及第2變更例的收容棚架81具有50個物品收容空間S，這一點和第5實施型態不同，但主架構15及從屬架構20的構造則相同，為了方便，共用元件符號。 The storage rack 81 of the first and second modified examples has 50 article storage spaces S. This is different from the fifth embodiment. However, the main structure 15 and the slave structure 20 have the same structure, and the component symbols are shared for convenience.

在第1變更例中，如第15圖所示，收容棚架81具有依序連設主架構15、從屬架構20、從屬架構20、從屬架構20、從屬架構20、主架構15的構造。 In the first modification, as shown in FIG. 15, the storage rack 81 has a structure in which the main structure 15, the slave architecture 20, the slave architecture 20, the slave architecture 20, the slave architecture 20, and the main architecture 15 are sequentially connected.

在收容棚架81中，將相鄰的從屬架構20之間作為第一架構空間R1，將主架構15與從屬架構20之間作為第二架構空間R2，收容棚架81具有3個第一架構空間R1和2個第二架構空間R2。 In the receiving rack 81, the adjacent sub-architectures 20 are used as the first architectural space R1, and the main structure 15 and the subordinate architecture 20 are used as the second architectural space R2. The receiving scaffolding 81 has three first architectures. Space R1 and two second architectural spaces R2.

在第1變更例中，僅將與第二架構空間R2相鄰的第一架構空間R1設定為大荷重區HZ。 In the first modification, only the first architecture space R1 adjacent to the second architecture space R2 is set as the large load area HZ.

另外，將第二架構空間R2設定為小荷重區LZ，此外，被第一架構空間R1夾住的第一架構空間R1和第二架構空間R2相同，設定為小荷重區LZ。 In addition, the second architecture space R2 is set to the small load area LZ, and the first architecture space R1 and the second architecture space R2 sandwiched by the first architecture space R1 are the same, and are set as the small load area LZ.

此外，在第15圖中，配置41個物品W，以使棚架使用率為82%。 Further, in Fig. 15, 41 articles W are arranged so that the scaffolding usage rate is 82%.

在第1變更例中，與主架構15相鄰的從屬架構20中的從屬柱構件21所承受的荷重負擔、及與此從屬架構20相鄰的從屬架構20的從屬柱構件21的荷重負擔，在第15圖中為彼此左右對稱。 In the first modification, the load burden on the sub-column member 21 in the sub-frame 20 adjacent to the main chassis 15 and the load on the sub-column member 21 of the sub-frame 20 adjacent to the sub-frame 20 are In Fig. 15, they are symmetrical to each other.

在第1變更例中，亦可使用在從屬架構20之間不具備阻尼器68的水平傾斜構件82，而僅在用來連結主架構15和從屬架構20的連結構件62上設置阻尼器68。因此，可進一步削減阻尼器68的數目。 In the first modification, the horizontal inclined member 82 having no damper 68 between the slave structures 20 may be used, and the damper 68 may be provided only on the joint member 62 for connecting the main frame 15 and the slave structure 20. Therefore, the number of dampers 68 can be further reduced.

此外，在第15圖中，具備阻尼器68的連結構件62被設置的位置以虛線來表示。 Further, in Fig. 15, the position at which the connecting member 62 including the damper 68 is provided is indicated by a broken line.

第2變更例如第16圖所示，和第1變更例相同，收容棚架81具有依序連設主架構15、從屬架構20、從屬架構20、從屬架構20、從屬架構20、主架構15的構造。 In the second modification, as shown in FIG. 16, the housing rack 81 has the main chassis 15, the slave architecture 20, the slave architecture 20, the slave architecture 20, the slave architecture 20, and the main architecture 15 connected in sequence. structure.

在第2變更例中，將全部的第一架構空間R1設定為大荷重區HZ，將第二架構空間R2設定為小荷重區LZ。 In the second modification, all of the first architecture space R1 is set to the large load area HZ, and the second architecture space R2 is set to the small load area LZ.

此外，在第16圖中，配置40個物品W，以使棚架使用率為80%。 Further, in Fig. 16, 40 articles W are arranged so that the scaffolding utilization rate is 80%.

在第2變更例中，藉由將全部的第一架構空間R1設定為大荷重區HZ，與主架構15相鄰的從屬架構20中的從屬柱構件21所承受的荷重負擔為大荷重區HZ那邊的荷重及小荷重區LZ那邊的荷重。 In the second modification, by setting all of the first architectural space R1 to the large load area HZ, the load on the sub-column member 21 in the sub-frame 20 adjacent to the main structure 15 is a large load area HZ. The load on the other side and the load on the side of the small load area LZ.

另一方面，與此從屬架構20相鄰的從屬架構20中的從屬柱構件21所承受的荷重負擔為兩側的大荷重區HZ那邊的荷重。 On the other hand, the load burden on the sub-column members 21 in the sub-frame 20 adjacent to the sub-frame 20 is the load on the sides of the large load areas HZ on both sides.

亦即，與主架構15相鄰的從屬架構20的從屬柱構件21所承受的荷重負擔和不與主架構15相鄰的從屬架構20的從屬柱構件21的荷重負擔不同。 That is, the load bearing member 21 of the slave chassis 20 adjacent to the main chassis 15 is subjected to a different load burden than the slave column member 21 of the slave chassis 20 not adjacent to the main chassis 15.

於是，在第2變更例中，與主架構15相鄰的從屬架構20的從屬柱構件21與與此從屬架構20相鄰的從屬架構20之間，需要具有阻尼器68的連結構件62。 Therefore, in the second modification, the connection member 62 having the damper 68 is required between the sub-column member 21 of the sub-frame 20 adjacent to the main structure 15 and the sub-frame 20 adjacent to the sub-frame 20.

不與主架構15相鄰且彼此相鄰的從屬架構20的從屬柱構件21，，承受了兩側的大荷重區HZ那邊的荷重，荷重負擔也彼此相同。 The subordinate pillar members 21 of the subordinate structures 20 that are not adjacent to the main structure 15 and adjacent to each other receive the loads on the sides of the large load cells HZ on both sides, and the load burden is also the same as each other.

因此，可僅在不與主架構15相鄰的從屬架構20之間設置不具備阻尼器68的水平傾斜構件82。 Therefore, the horizontal tilting member 82 without the damper 68 can be disposed only between the slave structures 20 that are not adjacent to the main chassis 15.

此外，在第16圖中，具備阻尼器68的連結構件62被設置的位置以虛線表示。 Further, in Fig. 16, the position at which the connecting member 62 including the damper 68 is provided is indicated by a broken line.

在第2變更例中，無法將阻尼器68的數目減少到比第1變更例少，但可在特定的從屬架構20之間設置不具備阻尼器68的水平傾斜構件82，相較於主架構15與從屬架構20交互連設的收容棚架，可減少阻尼器68的數目。 In the second modification, the number of dampers 68 cannot be reduced to be smaller than that of the first modification, but the horizontal slanting member 82 not including the damper 68 can be provided between the specific sub-frames 20, compared to the main structure. The containment scaffolding 15 interconnected with the slave architecture 20 reduces the number of dampers 68.

本發明不受上述的實施型態所限定，在發明旨趣的範圍內，可進行種種的變更，例如，可變更為如下的發明。 The present invention is not limited to the above-described embodiments, and various modifications can be made within the scope of the invention, and for example, the invention may be modified as follows.

○在上述的實施型態中，是對自動倉庫中的收容棚架應用本發明的收容棚架之防震構造的範例，但本發明亦可應用在自動倉庫以外的收容棚架。 ○ In the above-described embodiment, an example of the shock-proof structure of the storage scaffold of the present invention is applied to the storage scaffold in the automatic warehouse. However, the present invention can also be applied to a storage scaffold other than the automatic warehouse.

○在上述的第1至第4實施型態中，主架構和從屬架構係於收容棚架的長邊方向交互配設，但主架構和從屬架構的排列方式不受此限。 ○ In the first to fourth embodiments described above, the main structure and the subordinate architecture are alternately arranged in the longitudinal direction of the receiving scaffold, but the arrangement of the main structure and the subordinate architecture is not limited thereto.

例如，在收容棚架中，可以像主架構、從屬架構、從屬架構、主架構這樣，連續排列2個以上的從屬架構，在此情況下，可使連接主架構和從屬架構的水平傾斜構件作為防震構件，使連接各個從屬架構的水平傾斜構件由鋼材構成。又，在收容棚架中，亦可連續排列2個以上的主架構。 For example, in a shelter scaffold, more than two subordinate architectures can be arranged in succession like a main architecture, a subordinate architecture, a subordinate architecture, and a main architecture. In this case, horizontally tilting members connecting the main architecture and the subordinate architecture can be used as The anti-vibration member is made of a steel material that connects the horizontal inclined members of the respective subordinate structures. Further, in the storage scaffolding, two or more main structures may be continuously arranged.

○在上述的實施型態中，主構面作為主柱構件和主梁構件所包圍而形成的主架構，從屬構面作為由從屬柱構件和從屬梁構件所包圍的從屬架構，但本發明不受此限定。例如，主構面可由主柱構件來形成，又，從屬構面也同樣可由從屬柱構件來形成。在此情況下，用來支持物品的支持構件可為具有主梁構件或從屬梁構件之功能的構造。或者，在最上部連結各個收容棚架的棚架間連結構件也可達成主梁構件或從屬梁構件的功能。 ○ In the above embodiment, the main surface is formed as a main structure surrounded by the main column member and the main beam member, and the subordinate surface is a subordinate structure surrounded by the subordinate column member and the subordinate beam member, but the present invention does not Limited by this. For example, the primary surface may be formed by a main column member, and the sub-surface may also be formed by a sub-column member. In this case, the support member for supporting the article may be a configuration having the function of the main beam member or the subordinate beam member. Alternatively, the function of the main beam member or the subordinate beam member may be achieved by connecting the inter-stay link connecting members of the respective receiving shelvings at the uppermost portion.

○在上述的第1及第3實施型態中，水平傾斜構件為防震構件，但亦可為在水平傾斜構件的一部分設置防震構件的構造。例如，在油壓阻尼器的兩端設置支架，油壓阻尼器可透過支架固定於收容棚架。又，亦可以低降伏點鋼材來形成連結構件的一部分。 ○ In the first and third embodiments described above, the horizontal inclined member is an anti-vibration member, but a structure in which a shock-proof member is provided in a part of the horizontal inclined member may be employed. For example, a bracket is provided at both ends of the oil damper, and the oil damper can be fixed to the receiving scaffold through the bracket. Further, a part of the connecting member may be formed by lowering the steel at a low point.

○在上述的第1及第2實施型態中，阻尼器方面採用了油壓阻尼器，但亦可不使用油壓阻尼器，而改以黏彈性阻尼器來代替。在阻尼器為黏彈性阻尼器的情況下，可使橡膠系材料產生剪力變形而衰減振動。在此情況下，也能達到和油壓阻尼器同等的作用效果。 ○ In the first and second embodiments described above, the hydraulic damper is used for the damper, but instead of the hydraulic damper, the viscoelastic damper may be used instead. In the case where the damper is a viscoelastic damper, the rubber-based material can be shear-deformed to attenuate the vibration. In this case as well, the same effect as the hydraulic damper can be achieved.

○在上述的第1實施型態中，將作為防震材料的油壓阻尼器設置於收容棚架最上部及從上面數下來第4段的支持構件的下部(主柱構件、從屬柱構件的中間)，但防震構件的設置位置不受此限定。防震構件的設置位置可自由選擇。因地震而使收容棚架上部具有搖晃盡可能變大的傾向，所以，宜在收容棚架的上部設置防震構件。 ○ In the first embodiment described above, the hydraulic damper as the vibration-proof material is placed at the uppermost portion of the shed frame and the lower portion of the support member of the fourth stage from the top (the middle of the main column member and the sub-column member) ), but the setting position of the anti-vibration member is not limited to this. The setting position of the anti-vibration member can be freely selected. Since the upper portion of the storage scaffold tends to be as large as possible due to an earthquake, it is preferable to provide an anti-vibration member on the upper portion of the storage scaffold.

○在上述的第1實施型態中，在所有的水平傾斜構件上設置防震構件，但亦可僅在一部分的水平傾斜構件上設置防震構件，再以鋼材來形成剩餘的水平傾斜構件。在此情況下，可使防震構件的數目少於第1實施型態。又，亦可在第1實施型態的收容棚架中的從屬構面上，如第2實施型態那樣，配設防震構件。 ○ In the first embodiment described above, the anti-vibration members are provided on all of the horizontal inclined members. However, the anti-vibration members may be provided only on a part of the horizontal inclined members, and the remaining horizontal inclined members may be formed of steel. In this case, the number of the anti-vibration members can be made smaller than that of the first embodiment. Further, in the sub-surface of the receiving scaffold of the first embodiment, an anti-vibration member may be disposed as in the second embodiment.

○在上述的第2實施型態中，在所有的從屬架構的從屬構面上設置防震構件，但亦可僅在一部分的從屬架構上設置防震構件。在此情況下，可使防震構件的數目少於第2實施型態。 ○ In the second embodiment described above, the anti-vibration members are provided on the sub-surfaces of all the sub-structures, but the anti-vibration members may be provided only on a part of the sub-frames. In this case, the number of the anti-vibration members can be made smaller than that of the second embodiment.

○在上述的第2實施型態中，於從屬架構的從屬構面上以對角線狀配置一對油壓阻尼器，但亦可如第17圖所示的變更例，在從屬架構20的從屬構面23上，將油壓阻尼器51像設置於主架構之主構面的桁架一樣，配置成鋸齒狀。在此情況下，也能期待有和第2實施型態同樣的作用效果。 ○ In the second embodiment described above, the pair of hydraulic dampers are diagonally arranged on the sub-surface of the slave structure, but the sub-frame 20 may be modified as shown in FIG. On the subordinate surface 23, the hydraulic damper 51 is arranged like a truss provided on the main surface of the main structure. It is jagged. In this case as well, the same operational effects as those of the second embodiment can be expected.

○在上述的第2實施型態中，於從屬架構的從屬構面上以對角線狀配置一對油壓阻尼器，但亦可如第18圖所示的變更例，設置油壓阻尼器33A,33B。第18圖所示的油壓阻尼器33A,33B的基本構造和第2實施型態的油壓阻尼器33相同。在第18圖中，將油壓阻尼器33A,33B沿著從屬柱構件21的高度方向，交叉設置於最上部的水平架構件26和中間的水平架構件26的中間。亦即，在從屬架構20的從屬構面23的上半部和下半部，以對角線狀傾斜設置用來連接前後之從屬柱構件21的一對油壓阻尼器33A,33B。當大地震發生時，因為地震能量的關係，從屬架構20沿著前後方向變形使得從屬構面23的上下方向的中間附近(最上部的水平架構件26與中間的水平架構件26之間)大幅度地彎曲，，在此情況下，伴隨著從屬架構20的變形，各油壓阻尼器33A,33B受到壓縮力或拉伸力的作用，導致油壓阻尼器33A,33B大幅度地伸縮。大幅度伸縮的油壓阻尼器33A,33B有效率地吸收地震能量。此外，亦可不設置第18圖的上側的油壓阻尼器33B，而僅設置下側的油壓阻尼器33A。又，在收容棚架中，亦可於由中間的水平架構件26和下部的水平架構件26所形成的從屬構面上，設置油壓阻尼器33A(及油壓阻尼器33B)。 ○ In the second embodiment described above, the pair of hydraulic dampers are diagonally arranged on the sub-surface of the slave structure, but the hydraulic damper may be provided as in the modification shown in FIG. 33A, 33B. The basic structure of the hydraulic dampers 33A, 33B shown in Fig. 18 is the same as that of the hydraulic damper 33 of the second embodiment. In Fig. 18, the hydraulic dampers 33A, 33B are disposed in the height direction of the sub-column member 21 so as to be interposed between the uppermost horizontal frame member 26 and the intermediate horizontal frame member 26. That is, a pair of hydraulic dampers 33A, 33B for connecting the front and rear sub-column members 21 are diagonally inclined in the upper half and the lower half of the sub-surface 23 of the sub-frame 20. When a large earthquake occurs, the slave structure 20 is deformed in the front-rear direction due to the relationship of the seismic energy so that the vicinity of the upper and lower directions of the slave facet 23 (between the uppermost horizontal frame member 26 and the intermediate horizontal frame member 26) is large. In this case, the hydraulic dampers 33A, 33B are subjected to a compressive force or a tensile force, causing the hydraulic dampers 33A, 33B to greatly expand and contract with the deformation of the subordinate structure 20. The oil dampers 33A, 33B which are largely telescopically absorb the seismic energy efficiently. Further, the hydraulic damper 33B on the lower side of FIG. 18 may be omitted, and only the hydraulic damper 33A on the lower side may be provided. Further, in the housing scaffold, the hydraulic damper 33A (and the hydraulic damper 33B) may be provided on the sub-surface formed by the intermediate horizontal frame member 26 and the lower horizontal frame member 26.

○在上述的實施型態中，採用直徑小的鋼管使得從屬柱構件的橫斷面積比主柱構件的橫斷面積小，再者，藉由不在從屬構面上設置桁架的構造，將從屬架構設定為比主架構更容易變形，但從屬架構的設定不受此限定。例如，可不使從屬柱構件的直徑尺寸變小，直徑尺寸採用同一尺寸使主柱構件和從屬柱構件的橫斷面積一致，將從屬柱構件的鋼管的構件厚度(板厚)設定得比主柱構件的鋼管的構件厚度(板厚)還小，而將從屬架構設定為比主架構更容易變形。又，在可以將從屬架構設定成比主架構容易變形的情況下，和主架構相同，不會妨礙在從屬構面上設定桁架。 ○ In the above embodiment, the steel pipe having a small diameter is used so that the cross-sectional area of the sub-column member is smaller than the cross-sectional area of the main column member, and further, The slave architecture is set to be more easily deformed than the master architecture by the configuration in which the truss is not placed on the slave plane, but the setting of the slave architecture is not limited thereto. For example, the diameter of the sub-column member may be made smaller, and the diameter may be the same size so that the cross-sectional area of the main column member and the sub-column member are uniform, and the member thickness (plate thickness) of the steel pipe of the sub-column member is set to be larger than that of the main column. The component thickness (plate thickness) of the steel tube of the member is still small, and the slave structure is set to be more easily deformed than the main structure. Further, in the case where the slave architecture can be set to be more easily deformed than the master architecture, it is the same as the master architecture, and does not hinder the setting of the truss on the slave plane.

○在上述的實施型態中，將主架構的前後之主柱構件之間的距離、從屬架構的從屬柱構件的距離設定為彼此相同的距離，但本發明不受此限定。亦可如第19圖所示設置從屬架構200，其從屬架構21之間的距離設定為比主架構15中的主柱構件16之間的距離還短，使從屬架構200比主架構15容易變形。在此情況下，即使主柱構件16和從屬柱構件21具有相同尺寸，從屬架構200也比主架構15容易變形。 ○ In the above-described embodiment, the distance between the front and rear main column members of the main structure and the distance from the subordinate column members of the subordinate structure are set to be the same distance, but the present invention is not limited thereto. The slave architecture 200 can also be arranged as shown in Fig. 19, the distance between the slave architectures 21 being set to be shorter than the distance between the main pillar members 16 in the main architecture 15, making the slave architecture 200 more easily deformed than the main architecture 15. . In this case, even if the main column member 16 and the sub-pillar member 21 have the same size, the sub-frame 200 is more easily deformed than the main structure 15.

○在上述的第4及第5實施型態(也包含變更例)中，阻尼器為沿著前後方向變形的橡膠製阻尼器，但本發明不受橡膠製阻尼器限定。阻尼器亦可為能朝全部方向伸縮的阻尼器。在此情況下，油壓阻尼器可達到與橡膠製阻尼器同等的功能。 ○ In the fourth and fifth embodiments described above (including modifications), the damper is a rubber damper that is deformed in the front-rear direction, but the present invention is not limited to the rubber damper. The damper can also be a damper that can be extended and contracted in all directions. In this case, the oil damper can achieve the same function as the rubber damper.

10‧‧‧自動倉庫 10‧‧‧Automatic warehouse

11‧‧‧收容棚架 11‧‧‧ Shelf

12‧‧‧導軌 12‧‧‧ rails

13‧‧‧堆疊起重機 13‧‧‧Stack crane

14‧‧‧進出庫台 14‧‧‧In and out of the library

W‧‧‧物品 W‧‧‧ items

Claims

一種收容棚架之防震構造，該收容棚架具備：主架構，具有由主柱構件所形成的主構面且於上述主構面配設桁架；從屬架構，具有由從屬柱構件所形成的從屬構面；及連結構件，連結上述主架構和上述從屬架構；使上述主構面及上述從屬構面相互平行，其特徵在於：藉由連設複數個上述從屬架構，於上述從屬架構之間形成第一架構空間；在上述主架構與連設於上述主架構的上述從屬架構之間形成第二架構空間；上述第一架構空間及上述第二架構空間係可多段狀地收容物品；藉由將較多物品收容至與上述第二架構空間相鄰的上述第一架構空間，來設定大荷重區；藉由將少於上述第一架構空間的物品收容至上述第二架構空間，來設定小荷重區；連結從屬架構和主架構之間的連結構件具備防震構件，上述從屬架構係形成上述第一架構空間，上述主架構係與形成上述第一架構空間之從屬架構相鄰且形成上述第二架構空間。 An anti-vibration structure for receiving a scaffolding, the receiving scaffold having: a main structure having a main surface formed by the main column member and arranging a truss on the main surface; the subordinate structure having a subordinate formed by the sub-column member And a connecting member connecting the main structure and the subordinate structure; wherein the main surface and the subordinate surface are parallel to each other, wherein the plurality of subordinate structures are connected to form a substructure between the subordinate structures a first architectural space; a second architectural space formed between the primary architecture and the secondary architecture connected to the primary architecture; the first architectural space and the second architectural space may accommodate items in multiple segments; Storing a plurality of articles into the first architectural space adjacent to the second structural space to set a large load area; and setting a small load by accommodating articles smaller than the first architectural space into the second architectural space a link member between the link slave architecture and the master architecture is provided with an anti-vibration component, and the subordinate architecture forms the first architecture space, and the main architecture system Forming the first slave architecture framework and forms the space of the adjacent second rack space.

如申請專利範圍第1項之收容棚架之防震構造，其中，上述防震構件為阻尼器。 The anti-vibration structure for housing a scaffold according to claim 1, wherein the anti-vibration member is a damper.

如申請專利範圍第1項之收容棚架之防震構造，其中，上述防震構件由低降伏點鋼材所形成。 The anti-vibration structure for receiving a scaffold according to claim 1, wherein the anti-vibration member is formed of a steel material having a low drop point.

一種收容棚架之防震構造，該收容棚架具備：主架構，具有由主柱構件所形成的主構面且於上述主構面配設桁架；從屬架構，具有由從屬柱構件所形成的從屬構面；及連結構件，連結上述主架構和上述從屬架構；使上述主構面及上述從屬構面相互平行，其特徵在於：前述從屬架構具備連接前述從屬柱構件的從屬梁構件；上述連結構件具備：第一構件，固定於上述主架構；第二構件，固定於上述從屬架構的上述從屬梁構件上；及防震構件，其係在上述從屬梁構件側介於上述第一構件和上述第二構件之間，上述防震構件係用來衰減與上述主構面及上述從屬構面平行的橫向搖晃的阻尼器。 An anti-vibration structure for receiving a scaffolding, the receiving scaffold having: a main structure having a main surface formed by the main column member and arranging a truss on the main surface; the subordinate structure having a subordinate formed by the sub-column member And a connecting member connecting the main structure and the subordinate structure; wherein the main surface and the subordinate surface are parallel to each other, wherein the subordinate structure includes a subordinate beam member connecting the subordinate column members; and the connecting member The first member is fixed to the main structure; the second member is fixed to the subordinate beam member of the subordinate structure; and the anti-vibration member is disposed on the side of the subordinate beam member between the first member and the second Between the members, the anti-vibration member is a damper for attenuating the lateral sway parallel to the main surface and the sub-surface.

一種收容棚架之防震構造，該收容棚架具備：主架構，具有由主柱構件所形成的主構面且於上述主構面配設桁架；從屬架構，具有由從屬柱構件所形成的從屬構面；及連結構件，連結上述主架構和上述從屬架構；使上述主構面及上述從屬構面相互平行，其特徵在於：上述連結構件具備防震構件；上述從屬柱構件的橫斷面積或構件厚度設定得比上述主柱構件的橫斷面積或構件厚度還小。 An anti-vibration structure for receiving a scaffolding, the receiving scaffold having: a main structure having a main surface formed by the main column member and arranging a truss on the main surface; the subordinate structure having a subordinate formed by the sub-column member Facet; and The connecting member connects the main structure and the subordinate structure; and the main surface and the subordinate surface are parallel to each other, wherein the connecting member includes a shockproof member; and the cross-sectional area or the thickness of the sub-column member is set to be larger than The cross-sectional area or member thickness of the main column member is also small.

一種收容棚架之防震構造，該收容棚架具備：主架構，具有由主柱構件所形成的主構面且於上述主構面配設桁架；從屬架構，具有由從屬柱構件所形成的從屬構面；及連結構件，連結上述主架構和上述從屬架構；使上述主構面及上述從屬構面相互平行，其特徵在於：上述連結構件具備防震構件；形成上述從屬構面的上述從屬柱構件之間的距離設定得比形成上述主構面的上述主柱構件之間的距離還小。 An anti-vibration structure for receiving a scaffolding, the receiving scaffold having: a main structure having a main surface formed by the main column member and arranging a truss on the main surface; the subordinate structure having a subordinate formed by the sub-column member And a connecting member connecting the main structure and the subordinate structure; wherein the main surface and the subordinate surface are parallel to each other, wherein the connecting member includes an anti-vibration member; and the sub-column member forming the sub-surface The distance between them is set to be smaller than the distance between the above-described main column members forming the above-described main surface.