JP2001286351A - Structure for connecting rack column and beam material - Google Patents
Structure for connecting rack column and beam materialInfo
- Publication number
- JP2001286351A JP2001286351A JP2000104253A JP2000104253A JP2001286351A JP 2001286351 A JP2001286351 A JP 2001286351A JP 2000104253 A JP2000104253 A JP 2000104253A JP 2000104253 A JP2000104253 A JP 2000104253A JP 2001286351 A JP2001286351 A JP 2001286351A
- Authority
- JP
- Japan
- Prior art keywords
- hole
- column
- connecting member
- locking projection
- engaged
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Assembled Shelves (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、棚を構成する上下
方向の支柱と水平方向の梁材との連結構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting structure between a vertical column and a horizontal beam constituting a shelf.
【0002】[0002]
【従来の技術】従来、棚を構成する上下方向の支柱と水
平方向の梁材との連結構造については、例えば図16に
示すものが挙げられる。すなわち、角パイプ状の支柱6
1の前面に、左右一対の差込み孔62が上下複数形成さ
れている。また、梁材60の両端部には連結用部材63
が設けられている。この連結用部材63は、支柱61の
前面に当接可能な前板部64と、支柱61の間口方向で
対向する側面に当接可能な側板部65とによって、アン
グル状に構成されている。上記前板部64の外縁端に
は、上記差込み孔62に対して挿脱自在な差込み片66
が複数設けられている。これら差込み片66は、下向き
のフック状に形成され、梁材60の長手方向と直交して
支柱61側へ向けて突出している。2. Description of the Related Art Conventionally, a connection structure between a vertical column and a horizontal beam constituting a shelf is shown in FIG. 16, for example. That is, a square pipe-shaped support 6
A pair of left and right insertion holes 62 are formed in a plurality of upper and lower portions on the front surface of the device 1. Further, connecting members 63 are provided at both ends of the beam member 60.
Is provided. The connecting member 63 is formed in an angle by a front plate portion 64 that can abut on the front surface of the column 61 and a side plate portion 65 that can abut on a side surface facing the frontage of the column 61 in the frontage direction. At the outer edge of the front plate portion 64, an insertion piece 66 which can be inserted into and removed from the insertion hole 62 is provided.
Are provided. The insertion pieces 66 are formed in a downward hook shape, and protrude toward the support column 61 at right angles to the longitudinal direction of the beam member 60.
【0003】上記連結用部材63を支柱61の手前側か
ら奥方へ移動して、各差込み片66を差込み孔62へ差
込み、連結用部材63を下降することによって、各差込
み片66が支柱61に係合し、以って、連結用部材63
が支柱61に連結される。[0003] By moving the connecting member 63 from the near side of the column 61 to the back, inserting each insertion piece 66 into the insertion hole 62, and lowering the connecting member 63, each insertion piece 66 is attached to the column 61. Engaging, so that the connecting member 63
Are connected to the support 61.
【0004】さらに、上記差込み片66が不用意に差込
み孔62から脱抜されることを防止するための抜け止め
ピン67が設けられている。すなわち、支柱61の前面
と連結用部材63の前板部64とにはそれぞれピン孔6
8,69が形成され、これらピン孔68,69に上記抜
け止めピン67を挿入することによって、連結用部材6
3の上下動が抜け止めピン67によって規制される。こ
れにより、差込み孔6に差し込まれた差込み片66が上
動することはなく、したがって、差込み片66が不用意
に差込み孔6から脱抜することを防止し得る。Further, a retaining pin 67 is provided for preventing the insertion piece 66 from being accidentally removed from the insertion hole 62. That is, the pin holes 6 are formed on the front surface of the support 61 and the front plate portion 64 of the connecting member 63, respectively.
8 and 69 are formed. By inserting the retaining pin 67 into the pin holes 68 and 69, the connecting member 6 is formed.
3 is restricted by the retaining pin 67. Accordingly, the insertion piece 66 inserted into the insertion hole 6 does not move upward, and therefore, it is possible to prevent the insertion piece 66 from accidentally falling out of the insertion hole 6.
【0005】[0005]
【発明が解決しようとする課題】しかしながら上記の従
来形式では、抜け止めピン67によって連結用部材63
の上下動を規制しているため、支柱61の前面に、差込
み孔62とは別に、ピン孔68を多数形成する必要があ
り、このようなピン孔68の形成によって支柱61の強
度が低下してしまうといった問題があった。However, in the above-mentioned conventional type, the connecting member 63 is provided by the retaining pin 67.
, It is necessary to form a large number of pin holes 68 on the front surface of the column 61 in addition to the insertion hole 62, and the strength of the column 61 decreases due to the formation of the pin hole 68. Problem.
【0006】本発明は、係止用突起(差込み片)が不用
意に被係合孔(差込み孔)から脱抜することを防止でき
るとともに、支柱に形成される孔の数を減らすことが可
能な棚の支柱と梁材との連結構造を提供することを目的
とする。According to the present invention, it is possible to prevent the locking projection (insertion piece) from being accidentally removed from the engaged hole (insertion hole) and to reduce the number of holes formed in the support. It is an object of the present invention to provide a connection structure between a pillar of a shelf and a beam material.
【0007】[0007]
【課題を解決するための手段】上記課題を解決するため
に、本第1発明は、棚を構成する上下方向の支柱と水平
方向の梁材との連結構造であって、上記支柱に被係合孔
が形成され、上記梁材の端部に連結用部材が設けられ、
上記連結用部材に、水平方向への移動によって上記被係
合孔に対して挿脱自在な係止用突起が設けられ、上記支
柱に、係止用突起が被係合孔から脱抜される脱抜方向に
対して反対側に向いた規制面が上下方向にわたり形成さ
れ、上記連結用部材に貫通孔が形成され、上記連結用部
材の上記脱抜方向への移動を規制する抜け止め部材が上
記貫通孔に挿通され、上記抜け止め部材の先端部が、上
記規制面に対して、脱抜方向側から当接可能に構成され
ているものである。According to a first aspect of the present invention, there is provided a connecting structure of a vertical column and a horizontal beam member constituting a shelf, wherein the first column is engaged with the column. A hole is formed, a connection member is provided at an end of the beam material,
The connecting member is provided with a locking projection that can be inserted into and removed from the engaged hole by moving in the horizontal direction, and the locking projection is detached from the engaged hole on the post. A regulating surface facing the opposite side to the removal direction is formed over the vertical direction, a through hole is formed in the connection member, and a retaining member that regulates movement of the connection member in the removal direction is provided. The distal end portion of the retaining member is inserted into the through hole, and is configured to be able to abut against the regulating surface from the removal direction side.
【0008】これによると、支柱に梁材を連結する場
合、連結用部材の係止用突起を支柱の被係合孔に挿入し
て支柱に係合させ、抜け止め部材を貫通孔に挿通するこ
とにより、連結用部材が支柱に連結される。According to this, when the beam is connected to the column, the locking projection of the connecting member is inserted into the engaged hole of the column to engage with the column, and the retaining member is inserted through the through hole. Thereby, the connecting member is connected to the support.
【0009】この状態で、連結用部材が脱抜方向へ移動
しようとした場合、上記抜け止め部材の先端部が規制面
に対して脱抜方向側から当接するため、連結用部材の脱
抜方向への移動が阻止される。これにより、係止用突起
が不用意に被係合孔から脱抜されることを防止し得るた
め、梁材が支柱から勝手に外れてしまうといったトラブ
ルが防止される。In this state, if the connecting member attempts to move in the removal direction, the distal end of the retaining member comes into contact with the regulating surface from the removal direction side. Movement to is blocked. Thus, the locking projection can be prevented from being inadvertently pulled out of the engaged hole, so that the trouble that the beam material comes off from the support without permission can be prevented.
【0010】上記のような連結構造においては、抜け止
め部材によって連結用部材の水平方向(すなわち脱抜方
向)への移動が規制されるため、支柱に被係合孔と規制
面とを形成すればよく、従来のように支柱に被係合孔と
は別にピン孔を形成する必要はない。したがって、支柱
に形成される孔の数を減らすことができ、支柱の強度を
確保することができる。In the above-described connection structure, since the movement of the connection member in the horizontal direction (that is, the removal direction) is restricted by the retaining member, the engaging hole and the restriction surface are formed in the support. It is not necessary to form a pin hole separately from the engaged hole in the column as in the related art. Therefore, the number of holes formed in the support can be reduced, and the strength of the support can be ensured.
【0011】本第2発明は、係止用突起は下向きのフッ
ク状に形成され、係止用突起を被係合孔に挿入した状態
で連結用部材を下降させることによって、上記係止用突
起が支柱に係合し、上記連結用部材を上昇させることに
よって、上記支柱に対する係止用突起の係合が解除され
るように構成され、貫通孔に、上記連結用部材の上昇に
ともなって、抜け止め部材を規制面に当接する方向へ案
内する傾斜案内孔部が形成されているものである。In the second aspect of the present invention, the locking projection is formed in a downward hook shape, and the connecting member is lowered in a state where the locking projection is inserted into the engaged hole. Is engaged with the column, and by raising the coupling member, the engagement of the locking projection with the column is released, and in the through hole, with the elevation of the coupling member, An inclined guide hole is formed to guide the retaining member in a direction in which it comes into contact with the regulating surface.
【0012】これによると、支柱に梁材を連結する場
合、連結用部材の係止用突起を支柱の被係合孔に挿入
し、連結用部材を下降させることによって、係止用突起
を支柱に係合させる。そして、抜け止め部材を貫通孔に
挿通することにより、連結用部材が支柱に連結される。According to this, when the beam is connected to the column, the locking projection of the connecting member is inserted into the engaged hole of the column, and the connecting member is lowered, so that the locking projection is connected to the column. To be engaged. Then, the connecting member is connected to the column by inserting the retaining member through the through hole.
【0013】この状態で、連結用部材が上方へ移動しよ
うとした場合、抜け止め部材が傾斜案内孔部によって規
制面に当接する方向へ案内されるため、上記抜け止め部
材の先端部が規制面に押圧され、これにより、連結用部
材の上方への移動が阻止される。したがって、梁材に持
ち上げ力が作用した場合であっても、不用意に連結用部
材が上昇して、支柱に対する係止用突起の係合が勝手に
解除されてしまうといったトラブルを防止することがで
き、安全性が向上する。In this state, if the connecting member attempts to move upward, the retaining member is guided by the inclined guide hole in the direction in which it comes into contact with the regulating surface. , Thereby preventing the upward movement of the connecting member. Therefore, even when a lifting force is applied to the beam member, it is possible to prevent a problem that the connecting member is inadvertently lifted and the engagement of the locking projection with the support is released without permission. Yes, safety is improved.
【0014】本第3発明は、被係合孔は支柱の手前側に
形成され、上記支柱の間口方向で対向する側面に、内方
に窪んだ窪み部が上下方向にわたり形成され、連結用部
材は、上記支柱の手前側の面に対向する前板部と、支柱
の側面に当接する側板部とで構成され、係止用突起は、
手前側から奥方へ移動することによって上記被係合孔に
挿入されるとともに、奥方から手前側へ移動することに
よって上記被係合孔から脱抜されるように構成され、抜
け止め部材は、上記側板部に形成された貫通孔に間口方
向から挿通されて、上記連結用部材の手前側への移動を
規制し、上記抜け止め部材の先端部が、上記窪み部に挿
入されて、窪み部内の手前側に形成された規制面に対し
て当接可能に構成されているものである。According to a third aspect of the present invention, the engaging hole is formed on the front side of the column, and an inwardly concave portion is formed on the side facing the frontage of the column in the vertical direction. Is composed of a front plate portion facing the front surface of the support, and a side plate portion contacting the side surface of the support, and the locking projections
It is configured to be inserted into the engaged hole by moving from the near side to the back side, and to be disengaged from the engaged hole by moving from the back side to the near side. Inserted through the through hole formed in the side plate portion from the frontage direction, regulates the movement of the connecting member to the near side, the tip of the retaining member is inserted into the concave portion, the inside of the concave portion It is configured to be able to abut against a regulating surface formed on the near side.
【0015】これによると、支柱に梁材を連結する場
合、連結用部材の係止用突起を支柱の被係合孔に挿入し
て支柱に係合させ、抜け止め部材を貫通孔に挿通して、
抜け止め部材の先端部を窪み部に挿入する。これによ
り、連結用部材が支柱に連結される。According to this, when the beam is connected to the column, the locking projection of the connecting member is inserted into the engaged hole of the column to engage with the column, and the retaining member is inserted through the through hole. hand,
Insert the tip of the retaining member into the recess. Thereby, the connecting member is connected to the support.
【0016】この状態で、連結用部材が手前側へ移動し
ようとした場合、上記抜け止め部材の先端部が窪み部内
の規制面に当接するため、連結用部材の手前側への移動
が阻止される。これにより、係止用突起が不用意に被係
合孔から脱抜されることを防止し得るため、梁材が支柱
から勝手に外れてしまうといったトラブルが防止され
る。In this state, if the connecting member attempts to move to the near side, the tip of the retaining member comes into contact with the regulating surface in the recess, so that the moving of the connecting member to the near side is prevented. You. Thus, the locking projection can be prevented from being inadvertently pulled out of the engaged hole, so that the trouble that the beam material comes off from the support without permission can be prevented.
【0017】上記のような連結構造においては、抜け止
め部材によって連結用部材の前後動が規制されるため、
支柱に被係合孔と窪み部とを形成すればよく、従来のよ
うに支柱に被係合孔とは別にピン孔を形成する必要はな
い。In the above-described connecting structure, since the back-and-forth movement of the connecting member is regulated by the retaining member,
It is sufficient to form the engaged hole and the recessed portion in the column, and it is not necessary to form a pin hole separately from the engaged hole in the column as in the related art.
【0018】[0018]
【発明の実施の形態】以下に、本発明の第1の実施の形
態を図1から図11に基づいて説明する。図11に示す
ように、1は枠組み棚であり、前後方向(奥行方向)な
らびに左右方向(間口方向)にそれぞれ複数本配設され
た上下方向の支柱2と、これら支柱2の前後間に連結さ
れるラチス3と、上記支柱2の左右間に連結される水平
方向のビーム4(梁材の一例)と、前後で対向するビー
ム4間に配設されるサブビーム5と、各支柱2の下端に
設けられた脚部材6とで構成されている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, a first embodiment of the present invention will be described with reference to FIGS. As shown in FIG. 11, reference numeral 1 denotes a frame shelf, and a plurality of up-down columns 2 arranged in the front-rear direction (depth direction) and the left-right direction (frontage direction), respectively, and connected between these columns 2. Lattice 3, a horizontal beam 4 (an example of a beam material) connected between the left and right of the column 2, a sub-beam 5 disposed between the front and rear beams 4, and a lower end of each column 2. And the leg member 6 provided at the end.
【0019】図2に示すように、上記支柱2は、手前側
の外板部材10と、この外板部材10の左右両端から直
角状に奥方へ連設された左右一対の側板部材11a,1
1bとによって、平面視でコ形状に形成されている。上
記外板部材10の幅方向の中央部には、内方へ窪んだ凹
入部12が上下方向にわたり形成されている。図2,図
3に示すように、上記凹入部12の内底部には、被係合
孔13が上下方向で所定ピッチ置きに複数形成されてい
る。また、上記一対の側板部材11a,11bの奥部に
は、内方へ窪んだ窪み部14が上下方向にわたり形成さ
れている。上記窪み部14内の手前側には、奥側へ向い
た規制面14aが上下方向にわたり形成されている。
尚、支柱2には、上記凹入部12から左右一側方に位置
する外板部材10と側板部材11aとによって一方の嵌
合部15aが形成されるとともに、上記凹入部12から
左右他側方に位置する外板部材10と側板部材11bと
によって他方の嵌合部15bが形成されている。As shown in FIG. 2, the support column 2 comprises a front side outer plate member 10 and a pair of left and right side plate members 11a, 1
1b form a U-shape in plan view. At the center of the outer plate member 10 in the width direction, an indented portion 12 which is depressed inward is formed in the vertical direction. As shown in FIGS. 2 and 3, a plurality of engaged holes 13 are formed at predetermined intervals in the vertical direction in the inner bottom of the recess 12. Further, a recessed portion 14 which is recessed inward is formed in the depth of the pair of side plate members 11a and 11b in the vertical direction. A regulating surface 14a facing the back side is formed on the near side in the concave portion 14 in the up-down direction.
In addition, the column 2 has one fitting portion 15a formed by the outer plate member 10 and the side plate member 11a located on one side of the left and right from the recess 12 and the other side of the left and right from the recess 12. , The other fitting portion 15b is formed by the outer plate member 10 and the side plate member 11b.
【0020】図2〜図4に示すように、上記ビーム4の
両端には連結用部材18が設けられている。これら連結
用部材18は左右方向(間口方向)において相対向する
一対の側板部19a,19bと、これら一対の側板部1
9a,19bの手前側端間に連設された前板部20と
で、平面視コ形状に形成されている。As shown in FIGS. 2 to 4, connecting members 18 are provided at both ends of the beam 4. The connecting members 18 include a pair of side plate portions 19a and 19b opposed to each other in the left-right direction (frontage direction), and the pair of side plate portions 1.
The front plate 20 is provided between the front ends 9a and 19b, and is formed in a U-shape in plan view.
【0021】上記側板部19a,19bのうち、図5に
示すように、外側の側板部19aの先端には、下向きの
フック状の係止用突起21が上下方向で所定ピッチ置き
に複数(図5では上下5個)設けられている。図7に示
すように、これら係止用突起21は、外側の側板部19
aから横方向へ突出する基端部22と、この基端部22
から下方へ垂下する先端部23とを有しており、手前側
から奥方への水平移動によって被係合孔13に挿入さ
れ、奥方から手前側への水平移動によって被係合孔13
から脱抜されるように構成されている。As shown in FIG. 5, a plurality of downward hook-like locking projections 21 are provided at predetermined intervals in the vertical direction at the tip of the outer side plate portion 19a among the side plate portions 19a and 19b, as shown in FIG. 5, five upper and lower parts). As shown in FIG. 7, these locking projections 21 are provided on the outer side plate 19.
a, and a proximal end 22 projecting laterally from
From the front side, and is inserted into the engaged hole 13 by horizontal movement from the near side to the back side, and is inserted into the engaged hole 13 by the horizontal movement from the back side to the near side.
It is constituted so that it may escape from.
【0022】また、上記係止用突起21を被係合孔13
に挿入し、連結用部材18を下降させることによって、
被係合孔13の下縁部が外側の側板部19aと係止用突
起21の先端部23との間に差し込まれて係合するよう
に構成されており、反対に、連結用部材18を上昇させ
ることによって、被係合孔13の下縁部が外側の側板部
19aと係止用突起21の先端部23との間から脱抜さ
れて上記係合が解除されるように構成されている。ま
た、上記係止用突起21の先端部23には、連結用部材
18を下降させた際に、連結用部材18を支柱2に対し
て奥行方向A(挿入方向)へ案内する案内面24が形成
されている。Further, the locking projection 21 is connected to the engaged hole 13.
By lowering the connecting member 18,
The lower edge portion of the engaged hole 13 is configured to be inserted and engaged between the outer side plate portion 19a and the distal end portion 23 of the locking projection 21. By being raised, the lower edge portion of the engaged hole 13 is pulled out from between the outer side plate portion 19a and the distal end portion 23 of the locking projection 21 to release the engagement. I have. Further, a guide surface 24 for guiding the connecting member 18 in the depth direction A (insertion direction) with respect to the column 2 when the connecting member 18 is lowered is provided at the distal end portion 23 of the locking projection 21. Is formed.
【0023】図2に示すように、上記外側の側板部19
aの内面には、手前方向(脱抜方向)ほど内側の側板部
19bに向かって接近するように傾斜した傾斜面25が
形成されている。上記外側の側板部19aの傾斜面25
と内側の側板部19bの内面との間隔は、手前側で最小
間隔Wminとなり、奥側で最大間隔Wmaxとなる。As shown in FIG. 2, the outer side plate 19
On the inner surface of a, an inclined surface 25 is formed so as to be inclined toward the inner side plate portion 19b toward the near side (the direction of removal). The inclined surface 25 of the outer side plate portion 19a
Between the inner side plate portion 19b and the inner surface of the inner side plate portion 19b is a minimum distance Wmin on the near side and a maximum distance Wmax on the far side.
【0024】また、上記支柱2に形成されている嵌合部
15a,15bはそれぞれ、上記一対の側板部19a,
19b間に対して手前側から挿脱自在に構成されてい
る。尚、各嵌合部15a,15bの幅寸法(すなわち一
方の側板部材11aから凹入部12までの寸法または他
方の側板部材11bから凹入部12までの寸法に該当す
る)をWとすると、最小間隔Wmin<幅寸法W<最大
間隔Wmaxとなるように設定されている。The fitting portions 15a and 15b formed on the column 2 are respectively provided with the pair of side plate portions 19a and 19a.
It is configured to be able to be inserted and removed from the near side between the 19b. When the width dimension of each of the fitting portions 15a and 15b (that is, the dimension from one side plate member 11a to the concave portion 12 or the dimension from the other side plate member 11b to the concave portion 12) is W, the minimum distance It is set so that Wmin <width dimension W <maximum interval Wmax.
【0025】また、図5,図6に示すように、上記内側
の側板部19bの下部には貫通孔28が形成されてい
る。この貫通孔28は、上部孔部29と、この上部孔部
29の下部から手前側下方へ向けて傾斜して連設された
傾斜案内孔部30とで構成されている。上記上部孔部2
9は正方形状に形成されており、上部孔部29の幅をD
とし、傾斜案内孔部30の幅をEとすると、D>Eに設
定されている。As shown in FIGS. 5 and 6, a through hole 28 is formed below the inner side plate 19b. The through-hole 28 is composed of an upper hole 29 and an inclined guide hole 30 which is provided continuously from the lower part of the upper hole 29 so as to be inclined downward toward the near side. Upper hole 2
9 is formed in a square shape, and the width of the upper hole portion 29 is D
Assuming that the width of the inclined guide hole 30 is E, D> E is set.
【0026】図1に示すように、上記貫通孔28には、
連結用部材18の手前方向(脱抜方向)への移動を規制
する抜け止めピン31(抜け止め部材の一例)が間口方
向(左右方向)に沿って脱抜自在に挿通されている。上
記抜け止めピン31の先端部は、支柱2の窪み部14に
挿入されて、窪み部14内の規制面14aに対して奥方
(脱抜方向側)から当接可能に構成されている。図8,
図9に示すように、上記抜け止めピン31は、丸棒状の
ピン本体32と、ピン本体32の一端に設けられた頭部
33と、ピン本体32の他端に設けられた正方形状の拡
径部34とで構成されている。As shown in FIG. 1, the through hole 28
A retaining pin 31 (an example of a retaining member) for restricting the movement of the connecting member 18 in the front direction (removing direction) is inserted so as to be detachable along the frontage direction (left-right direction). The tip of the retaining pin 31 is inserted into the recess 14 of the column 2, and is configured to be able to abut against the regulating surface 14 a in the recess 14 from the back (in the removal direction). FIG.
As shown in FIG. 9, the retaining pin 31 includes a round bar-shaped pin main body 32, a head 33 provided at one end of the pin main body 32, and a square expansion provided at the other end of the pin main body 32. And a diameter portion 34.
【0027】尚、上記拡径部34の幅Fはピン本体32
の直径よりも大きく設定され、上記拡径部34は上部孔
部29に対して挿脱自在に構成されている。また、上記
ピン本体32は傾斜案内孔部30に対して挿脱自在に構
成されており、さらに、拡径部34の幅F(図9参照)
は上記傾斜案内孔部30の幅E(図6参照)よりも大き
く(F>E)設定されている。これにより、図8に示す
ように、抜け止めピン31のピン本体32が傾斜案内孔
部30に挿通された状態において、拡径部34は、上記
窪み部14に挿入され、傾斜案内孔部30から脱抜する
ことはない。The width F of the enlarged diameter portion 34 is the same as that of the pin body 32.
, And the enlarged diameter portion 34 is configured to be insertable into and removable from the upper hole portion 29. Further, the pin main body 32 is configured to be able to be inserted into and removed from the inclined guide hole 30, and the width F of the enlarged diameter portion 34 (see FIG. 9).
Is larger than the width E (see FIG. 6) of the inclined guide hole 30 (F> E). As a result, as shown in FIG. 8, when the pin body 32 of the retaining pin 31 is inserted through the inclined guide hole 30, the enlarged diameter portion 34 is inserted into the recess 14 and the inclined guide hole 30 is inserted. Never escape from
【0028】以下、上記構成における作用を説明する。
支柱2にビーム4を連結する場合、図1の実線で示すよ
うに、連結用部材18を手前側から奥方へ移動させて、
支柱2の一方の嵌合部15aを連結用部材18の一対の
側板部19a,19b間に挿入し、図7の実線で示すよ
うに、連結用部材18の各係止用突起21を支柱2の被
係合孔13に挿入する。そして、ビーム4を押し下げる
ことによって、連結用部材18が下降し、被係合孔13
の下縁部が外側の側板部19aと係止用突起21の先端
部23との間に差し込まれて係合する。The operation of the above configuration will be described below.
When connecting the beam 4 to the support 2, as shown by a solid line in FIG. 1, the connecting member 18 is moved from the near side to the back,
One of the fitting portions 15a of the support column 2 is inserted between the pair of side plate portions 19a and 19b of the connection member 18, and as shown by the solid line in FIG. Into the engaged hole 13. When the beam 4 is pushed down, the connecting member 18 descends, and the engaged hole 13
The lower edge portion is inserted between the outer side plate portion 19a and the distal end portion 23 of the locking projection 21 to engage therewith.
【0029】この際、案内面24が連結用部材18を支
柱2に対して奥行方向Aへ案内するため、図1に示すよ
うに、連結用部材18が支柱2に対して奥行方向Aへ引
き込まれ、連結用部材18の前板部20が支柱2の手前
側の面に対向するとともに、上記支柱2の嵌合部15a
が連結用部材18の外側の側板部19aの傾斜面25と
内側の側板部19bの内面とにしっかりと挟まれる。こ
の時、上記のような奥行方向Aへの引き込み作用にとも
なって、連結用部材18が、上記傾斜面25によって案
内され、支柱2に対して間口方向Bへ引き込まれる。こ
れにより、連結用部材18の内側の側板部19bの内面
が支柱2の外側面に圧接し、以って、連結用部材18
は、一対の側板部19a,19bと前板部20とで嵌合
部15aを取り囲むようにして支柱2を抱き込んだ状態
で、支柱2に連結される。At this time, since the guide surface 24 guides the connecting member 18 in the depth direction A with respect to the column 2, the connecting member 18 is drawn in the depth direction A with respect to the column 2 as shown in FIG. The front plate 20 of the connecting member 18 faces the front surface of the support 2 and the fitting portion 15a of the support 2
Is firmly sandwiched between the inclined surface 25 of the outer side plate portion 19a of the connecting member 18 and the inner surface of the inner side plate portion 19b. At this time, the connecting member 18 is guided by the inclined surface 25 and is drawn in the frontage direction B with respect to the support column 2 with the drawing operation in the depth direction A as described above. As a result, the inner surface of the side plate portion 19b inside the connecting member 18 comes into pressure contact with the outer surface of the support column 2, whereby the connecting member 18
Is connected to the column 2 in a state where the column 2 is embraced by the pair of side plate portions 19a and 19b and the front plate portion 20 so as to surround the fitting portion 15a.
【0030】その後、図6に示すように、抜け止めピン
31の拡径部34を貫通孔28の上部孔部29に挿通し
て支柱2の窪み部14へ挿入し、図10に示すように、
抜け止めピン31を下降させ、ピン本体32を上部孔部
29から傾斜案内孔部30へ挿入する。これにより、図
1,図10に示すように、上記拡径部34が窪み部14
の規制面14aに当接するまで抜け止めピン31が下降
する。Then, as shown in FIG. 6, the enlarged diameter portion 34 of the retaining pin 31 is inserted into the upper hole 29 of the through hole 28 and inserted into the recess 14 of the column 2 as shown in FIG. ,
The retaining pin 31 is lowered, and the pin body 32 is inserted from the upper hole 29 into the inclined guide hole 30. Thereby, as shown in FIG. 1 and FIG.
The retaining pin 31 descends until it comes into contact with the regulating surface 14a.
【0031】この状態で、連結用部材18が手前側へ移
動しようとした場合、上記拡径部34が窪み部14の規
制面14aに当接しているため、連結用部材18の手前
側(脱抜方向側)への移動が阻止される。したがって、
図1に示すように、ビーム4に手前側へ向く力Gが作用
した場合でも、係止用突起21が不用意に被係合孔13
から脱抜されることを防止し得るため、ビーム4が支柱
2から勝手に外れてしまうといったトラブルが防止され
る。尚、上記拡径部34の幅Fは傾斜案内孔部30の幅
Eよりも大きいため、抜け止めピン31が傾斜案内孔部
30から不用意に脱落するのを防止し得る。In this state, if the connecting member 18 is to be moved to the near side, the enlarged diameter portion 34 is in contact with the regulating surface 14a of the recessed portion 14, so that the connecting member 18 is to be moved to the near side (removal). Movement to the pulling-out side) is prevented. Therefore,
As shown in FIG. 1, even when a force G is applied to the beam 4 toward the near side, the locking projection 21 is inadvertently moved to the engaged hole 13.
Since it is possible to prevent the beam 4 from being detached from the support 2, it is possible to prevent a trouble that the beam 4 comes off the support 2 without permission. Since the width F of the enlarged diameter portion 34 is larger than the width E of the inclined guide hole 30, it is possible to prevent the retaining pin 31 from accidentally dropping out of the inclined guide hole 30.
【0032】上記のような連結構造においては、抜け止
めピン31によって連結用部材18の前後動が規制され
るため、支柱2に被係合孔13と窪み部14とを形成す
ればよく、従来のように支柱に被係合孔とは別にピン孔
を形成する必要はない。したがって、支柱2に形成され
る孔の数を減らすことができ、支柱2の強度を確保する
ことができる。In the connection structure as described above, since the back-and-forth movement of the connection member 18 is restricted by the retaining pin 31, the engaged hole 13 and the recessed portion 14 may be formed in the support column 2. It is not necessary to form a pin hole separately from the engaged hole as in the above. Therefore, the number of holes formed in the column 2 can be reduced, and the strength of the column 2 can be secured.
【0033】また、図10に示すように、連結用部材1
8を支柱2に連結した状態で、連結用部材18が上方
(イ)へ移動しようとした場合、抜け止めピン31が傾
斜案内孔部30によって手前方向(ロ)ヘ案内される。
これにより、抜け止めピン31の拡径部34が窪み部1
4の規制面14aに押圧されるため、連結用部材18の
上方(イ)への移動が防止される。したがって、ビーム
4に持ち上げ力が作用した場合であっても、不用意に連
結用部材18が上昇して、被係合孔13の下縁部が外側
の側板部19aと係止用突起21の先端部23との間か
ら脱抜されてしまう(すなわち、支柱2に対する係止用
突起21の係合が勝手に解除されてしまう)といったト
ラブルを防止することができ、安全性が向上する。Further, as shown in FIG.
When the connecting member 18 attempts to move upward (A) in a state where the connecting member 8 is connected to the column 2, the retaining pin 31 is guided toward the front (B) by the inclined guide hole 30.
As a result, the enlarged diameter portion 34 of the retaining pin 31 is
Since the pressing member 14 is pressed by the fourth regulating surface 14a, the upward movement (a) of the connecting member 18 is prevented. Therefore, even when a lifting force is applied to the beam 4, the connecting member 18 is inadvertently raised, and the lower edge of the engaged hole 13 is formed between the outer side plate portion 19 a and the locking projection 21. It is possible to prevent troubles such as being detached from the space between the distal end portion 23 (that is, the engagement of the locking projection 21 with the support column 2 being released without permission), and safety is improved.
【0034】また、図5に示すように、ビーム4にかか
る垂直荷重は複数の各係止用突起21に分散して支持さ
れるため、大きな荷重を無理なく支持することができ
る。さらに、図1の実線で示すように、連結用部材18
を嵌合部15aに嵌め込んだ際、一対の側板部19a,
19bと前板部20とが嵌合部15aを取り囲むように
して支柱2を抱き込むため、水平方向の曲げモーメント
に対する強度が高い。As shown in FIG. 5, the vertical load applied to the beam 4 is dispersed and supported by the plurality of locking projections 21, so that a large load can be supported without difficulty. Further, as shown by the solid line in FIG.
Is fitted into the fitting portion 15a, a pair of side plate portions 19a,
19b and the front plate portion 20 embrace the support column 2 so as to surround the fitting portion 15a, so that the strength against the bending moment in the horizontal direction is high.
【0035】また、被係合孔13を支柱2の幅方向の中
央部に形成しているため、被係合孔13を支柱2の幅方
向の端部に形成した場合に比べて、支柱2の強度が確保
される。Further, since the engaged hole 13 is formed at the center of the column 2 in the width direction, the engaged hole 13 is formed at the end of the column 2 in the width direction. Is secured.
【0036】上記の説明では、図1の実線で示すよう
に、支柱2の一方の嵌合部15aに連結用部材18を外
嵌しているが、図1の仮想線で示すように、連結用部材
18を他方の嵌合部15bに外嵌する場合も同様な手順
で行なえばよい。In the above description, the connecting member 18 is externally fitted to one of the fitting portions 15a of the column 2 as shown by the solid line in FIG. 1, but as shown by the imaginary line in FIG. The same procedure may be performed when the member for use 18 is externally fitted to the other fitting portion 15b.
【0037】上記実施の形態では、図5に示すように、
係止用突起21を上下に5個設けているが、5個に限定
されるものではなく、4個以下の複数個または6個以上
の複数個設けてもよい。In the above embodiment, as shown in FIG.
Although five locking projections 21 are provided at the top and bottom, the number is not limited to five and may be four or less or six or more.
【0038】上記第1の実施の形態では、図8に示すよ
うに、抜け止めピン31はピン本体32と頭部33と拡
径部34とで構成されているが、第2の実施の形態とし
て、図12に示すような抜け止めピン41を用いてもよ
い。すなわち、抜け止めピン41は、丸棒状のピン本体
42と、ピン本体42の一端に設けられた頭部43とで
構成されている。上記ピン本体42は、横棒部42aと
縦棒部42bとによって、L形状に形成されている。In the first embodiment, as shown in FIG. 8, the retaining pin 31 is composed of the pin body 32, the head 33, and the enlarged diameter portion 34, but in the second embodiment, as shown in FIG. As an alternative, a retaining pin 41 as shown in FIG. 12 may be used. That is, the retaining pin 41 includes a round bar-shaped pin main body 42 and a head 43 provided at one end of the pin main body 42. The pin body 42 is formed in an L shape by a horizontal bar portion 42a and a vertical bar portion 42b.
【0039】これによると、図13に示すように、抜け
止めピン41のピン本体42を貫通孔28の上部孔部2
9に挿通し、抜け止めピン41を下降させて、ピン本体
32を上部孔部29から傾斜案内孔部30へ挿入する。
これにより、上記横棒部42aが窪み部14の規制面1
4aに当接するまで抜け止めピン41が下降する。According to this, as shown in FIG. 13, the pin body 42 of the retaining pin 41 is connected to the upper hole 2 of the through hole 28.
9, the retaining pin 41 is lowered, and the pin body 32 is inserted from the upper hole 29 into the inclined guide hole 30.
As a result, the horizontal bar portion 42a is fixed to the regulating surface 1 of the hollow portion 14.
The retaining pin 41 descends until it comes into contact with 4a.
【0040】この状態で、連結用部材18が手前側へ移
動しようとした場合、上記横棒部42aが窪み部14の
規制面14aに当接しているため、連結用部材18の手
前側(脱抜方向側)への移動が阻止される。したがっ
て、図1に示すように、ビーム4に手前側へ向く力Gが
作用した場合でも、係止用突起21が不用意に被係合孔
13から脱抜されることを防止し得るため、ビーム4が
支柱2から勝手に外れてしまうといったトラブルが防止
される。尚、図13に示すように、上記縦棒部42bは
垂下しているため、抜け止めピン41が傾斜案内孔部3
0から不用意に脱落するのを防止し得る。In this state, if the connecting member 18 attempts to move to the near side, the horizontal bar portion 42a is in contact with the regulating surface 14a of the recessed portion 14, so that the connecting member 18 is at the near side (removing position). Movement to the pulling-out side) is prevented. Therefore, as shown in FIG. 1, even when a force G directed to the near side acts on the beam 4, the locking projection 21 can be prevented from being accidentally removed from the engaged hole 13. It is possible to prevent a trouble that the beam 4 comes off the support 2 without permission. Note that, as shown in FIG. 13, since the vertical bar portion 42b is hung, the retaining pin 41 is
It is possible to prevent accidental dropping from zero.
【0041】また、連結用部材18を支柱2に連結した
状態で、連結用部材18が上方(イ)へ移動しようとし
た場合、抜け止めピン41が傾斜案内孔部30によって
手前方向(ロ)ヘ案内される。これにより、抜け止めピ
ン31の横棒部42aが窪み部14の規制面14aに押
圧されるため、連結用部材18の上方(イ)への移動が
防止される。したがって、ビーム4に持ち上げ力が作用
した場合であっても、不用意に連結用部材18が上昇し
て、被係合孔13の下縁部が外側の側板部19aと係止
用突起21の先端部23との間から脱抜されてしまう
(すなわち、支柱2に対する係止用突起21の係合が勝
手に解除されてしまう)といったトラブルを防止するこ
とができ、安全性が向上する。When the connecting member 18 is to be moved upward (a) in a state where the connecting member 18 is connected to the column 2, the retaining pin 41 is moved forward (b) by the inclined guide hole 30. I will be guided. As a result, the horizontal bar portion 42a of the retaining pin 31 is pressed by the regulating surface 14a of the recess portion 14, so that the upward movement (a) of the connecting member 18 is prevented. Therefore, even when a lifting force is applied to the beam 4, the connecting member 18 is inadvertently raised, and the lower edge of the engaged hole 13 is formed between the outer side plate portion 19 a and the locking projection 21. It is possible to prevent troubles such as being detached from the space between the distal end portion 23 (that is, the engagement of the locking projection 21 with the support column 2 being released without permission), and safety is improved.
【0042】上記第1の実施の形態では、図1に示すよ
うに、被係合孔13を支柱2の幅方向の中央部の一箇所
に形成し、一方の嵌合部15aに外嵌された連結用部材
18の係止用突起21と他方の嵌合部15bに外嵌され
た連結用部材18の係止用突起21とが共通の被係合孔
13に挿入されるように構成されているが、これに対し
て、第3の実施の形態として、図14に示すように、支
柱2の幅方向の中央部の左右二箇所に被係合孔13a,
13bを形成したものであってもよい。In the first embodiment, as shown in FIG. 1, the engaged hole 13 is formed at one position in the center of the column 2 in the width direction, and is externally fitted to one of the fitting portions 15a. The locking projections 21 of the connecting member 18 and the locking projections 21 of the connecting member 18 fitted externally to the other fitting portion 15b are inserted into the common engaged hole 13. On the other hand, as a third embodiment, as shown in FIG. 14, the engagement holes 13a,
13b may be formed.
【0043】これによると、一方の嵌合部15aに外嵌
された連結用部材18の係止用突起21が一方の被係合
孔13aに挿入され、他方の嵌合部15bに外嵌された
連結用部材18の係止用突起21が他方の被係合孔13
bに挿入される。According to this, the locking projection 21 of the connecting member 18 which is fitted externally to the fitting portion 15a is inserted into the engaged hole 13a and fitted externally to the other fitting portion 15b. The engaging projection 21 of the connecting member 18 is
b.
【0044】また、上記第1〜第3の各実施の形態で
は、左右一対の支柱2間にビーム4を連結しているが、
第4の実施の形態として、図15に示すように、複数の
支柱2にそれぞれ梁材4を片持状に連結した構成であっ
てもよい。この場合、梁材4の一端に連結用部材18が
設けられ、複数の梁材4間に荷45が支持される。In each of the first to third embodiments, the beam 4 is connected between the pair of right and left columns 2.
As a fourth embodiment, as shown in FIG. 15, a configuration in which a beam 4 is connected to a plurality of columns 2 in a cantilever manner may be employed. In this case, the connecting member 18 is provided at one end of the beam 4, and the load 45 is supported between the plurality of beams 4.
【0045】[0045]
【発明の効果】以上のように本第1発明によれば、抜け
止め部材によって連結用部材の水平方向(すなわち脱抜
方向)への移動が規制されるため、支柱に被係合孔と規
制面とを形成すればよく、従来のように支柱に被係合孔
とは別にピン孔を形成する必要はない。したがって、支
柱に形成される孔の数を減らすことができ、支柱の強度
を確保することができる。As described above, according to the first aspect of the present invention, since the movement of the connecting member in the horizontal direction (that is, the direction of removal) is restricted by the retaining member, the engaging hole is restricted by the support post. It is only necessary to form a pin hole separately from the engaged hole in the column as in the related art. Therefore, the number of holes formed in the support can be reduced, and the strength of the support can be ensured.
【0046】本第2発明によれば、梁材に持ち上げ力が
作用した場合であっても、不用意に連結用部材が上昇し
て、支柱に対する係止用突起の係合が勝手に解除されて
しまうといったトラブルを防止することができ、安全性
が向上する。According to the second aspect of the present invention, even when a lifting force acts on the beam, the connecting member is inadvertently raised, and the engagement of the locking projection with the support is released without permission. Can be prevented, and safety is improved.
【0047】本第3発明によれば、抜け止め部材によっ
て連結用部材の前後動が規制されるため、支柱に被係合
孔と窪み部とを形成すればよく、従来のように支柱に被
係合孔とは別にピン孔を形成する必要はない。したがっ
て、支柱に形成される孔の数を減らすことができ、支柱
の強度を確保することができる。According to the third aspect of the present invention, since the back-and-forth movement of the connecting member is regulated by the retaining member, the engaging hole and the recessed portion may be formed in the support, and the support may be formed on the support as in the prior art. It is not necessary to form a pin hole separately from the engagement hole. Therefore, the number of holes formed in the support can be reduced, and the strength of the support can be ensured.
【図1】本発明の第1の実施の形態における支柱とビー
ムとの連結構造を示す平面図である。FIG. 1 is a plan view showing a connection structure between a column and a beam according to a first embodiment of the present invention.
【図2】同、支柱とビームとの連結構造の平面図であ
り、連結用部材を支柱から外した状態を示す。FIG. 2 is a plan view of a connection structure between a support and a beam, showing a state where a connection member is removed from the support.
【図3】同、支柱に連結されたビームの正面図である。FIG. 3 is a front view of the beam connected to the column.
【図4】同、ビームの平面図である。FIG. 4 is a plan view of the same beam.
【図5】図4におけるX−X矢視図である。FIG. 5 is a view taken in the direction of arrows XX in FIG. 4;
【図6】同、連結用部材に形成された貫通孔の拡大図で
ある。FIG. 6 is an enlarged view of a through hole formed in the connecting member.
【図7】同、連結用部材に形成された係止部材の拡大図
である。FIG. 7 is an enlarged view of a locking member formed on the connecting member.
【図8】同、連結用部材の貫通孔に挿通される抜け止め
ピンの側面図である。FIG. 8 is a side view of the retaining pin inserted into the through hole of the connecting member.
【図9】図8におけるX−X矢視図である。9 is a view as viewed in the direction of arrows XX in FIG.
【図10】同、連結用部材の下部の一部切欠き側面図で
ある。FIG. 10 is a partially cutaway side view of the lower portion of the connecting member.
【図11】同、棚の斜視図である。FIG. 11 is a perspective view of the same shelf.
【図12】本発明の第2の実施の形態における支柱とビ
ームとの連結に用いられる抜け止めピンの側面図であ
る。FIG. 12 is a side view of a retaining pin used for connecting a column and a beam according to a second embodiment of the present invention.
【図13】同、連結用部材の下部の一部切欠き側面図で
ある。FIG. 13 is a partially cutaway side view of the lower portion of the connecting member.
【図14】本発明の第3の実施の形態における支柱とビ
ームとの連結構造を示す平面図である。FIG. 14 is a plan view showing a connection structure between a column and a beam according to a third embodiment of the present invention.
【図15】本発明の第4の実施の形態における支柱と梁
材との連結構造を示す平面図である。FIG. 15 is a plan view showing a connection structure between a column and a beam according to a fourth embodiment of the present invention.
【図16】従来の支柱とビームとの連結構造を示す分解
斜視図である。FIG. 16 is an exploded perspective view showing a conventional connection structure between a column and a beam.
1 棚 2 支柱 4 ビーム(梁材) 13,13a,13b 被係合孔 14 窪み部 14a 規制面 18 連結用部材 19b 側板部 20 前板部 21 係止用突起 28 貫通孔 30 傾斜案内孔部 31 抜け止めピン(抜け止め部材) 41 抜け止めピン(抜け止め部材) DESCRIPTION OF SYMBOLS 1 shelf 2 support | pillar 4 beam (beam material) 13, 13a, 13b Engagement hole 14 Depressed part 14a Regulation surface 18 Connecting member 19b Side plate part 20 Front plate part 21 Locking projection 28 Through hole 30 Incline guide hole part 31 Retainer pin (retainer) 41 Retainer pin (retainer)
───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 2E125 AA03 AA13 AB05 AB10 AB16 AC17 AG02 AG03 AG04 AG12 AG23 AG25 AG41 AG43 AG52 AG56 AG57 BB08 BB28 BC06 BD01 BE02 BE08 BF01 CA78 CA91 EA01 EA03 EA33 3B054 AA01 BA04 BA09 BA13 BB03 BB08 BB09 BB14 BB16 EA03 FA01 ────────────────────────────────────────────────── ─── Continued on the front page F term (reference) 2E125 AA03 AA13 AB05 AB10 AB16 AC17 AG02 AG03 AG04 AG12 AG23 AG25 AG41 AG43 AG52 AG56 AG57 BB08 BB28 BC06 BD01 BE02 BE08 BF01 CA78 CA91 EA01 EA03 EA33 3B054 AA01 BA03 BA09 BA13 BB09 BB14 BB16 EA03 FA01
Claims (3)
の梁材との連結構造であって、上記支柱に被係合孔が形
成され、上記梁材の端部に連結用部材が設けられ、上記
連結用部材に、水平方向への移動によって上記被係合孔
に対して挿脱自在な係止用突起が設けられ、上記支柱
に、係止用突起が被係合孔から脱抜される脱抜方向に対
して反対側に向いた規制面が上下方向にわたり形成さ
れ、上記連結用部材に貫通孔が形成され、上記連結用部
材の上記脱抜方向への移動を規制する抜け止め部材が上
記貫通孔に挿通され、上記抜け止め部材の先端部が、上
記規制面に対して、脱抜方向側から当接可能に構成され
ていることを特徴とする棚の支柱と梁材との連結構造。1. A connection structure between a vertical column and a horizontal beam constituting a shelf, wherein the column has an engaged hole, and a connection member is provided at an end of the beam. The connecting member is provided with a locking projection that can be inserted into and removed from the engaged hole by moving in the horizontal direction, and the locking projection is disengaged from the engaged hole on the post. A restriction surface facing the opposite side to the removal direction to be formed is formed in the up-down direction, a through hole is formed in the connecting member, and a stopper for restricting movement of the connection member in the removal direction is formed. A member is inserted into the through-hole, and a tip of the retaining member is configured to be able to abut against the regulating surface from a removal direction side, and a column and a beam member of a shelf. Connection structure.
れ、係止用突起を被係合孔に挿入した状態で連結用部材
を下降させることによって、上記係止用突起が支柱に係
合し、上記連結用部材を上昇させることによって、上記
支柱に対する係止用突起の係合が解除されるように構成
され、貫通孔に、上記連結用部材の上昇にともなって、
抜け止め部材を規制面に当接する方向へ案内する傾斜案
内孔部が形成されていることを特徴とする請求項1記載
の棚の支柱と梁材との連結構造。The locking projection is formed in a downward hook shape, and the locking projection is engaged with the support by lowering the connecting member with the locking projection inserted into the engaged hole. In this case, by raising the connecting member, the engagement of the locking projection with the support column is configured to be released, and in the through hole, with the rising of the connecting member,
The connecting structure between a column and a beam of a shelf according to claim 1, wherein an inclined guide hole is formed to guide the retaining member in a direction in which it comes into contact with the regulating surface.
記支柱の間口方向で対向する側面に、内方に窪んだ窪み
部が上下方向にわたり形成され、連結用部材は、上記支
柱の手前側の面に対向する前板部と、支柱の側面に当接
する側板部とで構成され、係止用突起は、手前側から奥
方へ移動することによって上記被係合孔に挿入されると
ともに、奥方から手前側へ移動することによって上記被
係合孔から脱抜されるように構成され、抜け止め部材
は、上記側板部に形成された貫通孔に間口方向から挿通
されて、上記連結用部材の手前側への移動を規制し、上
記抜け止め部材の先端部が、上記窪み部に挿入されて、
窪み部内の手前側に形成された規制面に対して当接可能
に構成されていることを特徴とする請求項1または請求
項2に記載の棚の支柱と梁材との連結構造。3. The engaged hole is formed on the front side of the column, and an inwardly recessed portion is formed on a side surface facing the frontage direction of the column in the vertical direction. A front plate portion facing the front surface of the support member and a side plate portion abutting on the side surface of the support, and the locking projection is inserted into the engaged hole by moving from the front side to the back. Also, it is configured to be disengaged from the engaged hole by moving from the back to the near side, and the retaining member is inserted through the through hole formed in the side plate portion from the frontage direction, and the connection is performed. Regulating the movement of the member toward this side, the tip of the retaining member is inserted into the recess,
The connecting structure between a column and a beam of a shelf according to claim 1 or 2, wherein the connecting structure is configured to be able to abut against a regulating surface formed on the near side in the recess.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000104253A JP2001286351A (en) | 2000-04-06 | 2000-04-06 | Structure for connecting rack column and beam material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000104253A JP2001286351A (en) | 2000-04-06 | 2000-04-06 | Structure for connecting rack column and beam material |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2001286351A true JP2001286351A (en) | 2001-10-16 |
Family
ID=18617835
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000104253A Pending JP2001286351A (en) | 2000-04-06 | 2000-04-06 | Structure for connecting rack column and beam material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2001286351A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20190078081A (en) * | 2017-12-26 | 2019-07-04 | 배상현 | Loading shelf |
| JP2025067731A (en) * | 2023-10-12 | 2025-04-24 | 盈太企業股▲ふん▼有限公司 | Screw-less and rivet-less assembly-type storage rack |
-
2000
- 2000-04-06 JP JP2000104253A patent/JP2001286351A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20190078081A (en) * | 2017-12-26 | 2019-07-04 | 배상현 | Loading shelf |
| KR102112911B1 (en) * | 2017-12-26 | 2020-05-27 | 배상현 | Loading shelf |
| JP2025067731A (en) * | 2023-10-12 | 2025-04-24 | 盈太企業股▲ふん▼有限公司 | Screw-less and rivet-less assembly-type storage rack |
| JP7705701B2 (en) | 2023-10-12 | 2025-07-10 | 盈太企業股▲ふん▼有限公司 | Screwless, rivetless, prefabricated storage rack |
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