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JPS5857167B2 - Prefabricated steel shelves - Google Patents

Prefabricated steel shelves

Info

Publication number
JPS5857167B2
JPS5857167B2 JP10962077A JP10962077A JPS5857167B2 JP S5857167 B2 JPS5857167 B2 JP S5857167B2 JP 10962077 A JP10962077 A JP 10962077A JP 10962077 A JP10962077 A JP 10962077A JP S5857167 B2 JPS5857167 B2 JP S5857167B2
Authority
JP
Japan
Prior art keywords
sides
circular holes
pillars
prefabricated steel
members
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.)
Expired
Application number
JP10962077A
Other languages
Japanese (ja)
Other versions
JPS5444971A (en
Inventor
二男 山田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NITSUTETSU KENZAI KOGYO KK
Original Assignee
NITSUTETSU KENZAI KOGYO KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by NITSUTETSU KENZAI KOGYO KK filed Critical NITSUTETSU KENZAI KOGYO KK
Priority to JP10962077A priority Critical patent/JPS5857167B2/en
Publication of JPS5444971A publication Critical patent/JPS5444971A/en
Publication of JPS5857167B2 publication Critical patent/JPS5857167B2/en
Expired legal-status Critical Current

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  • Assembled Shelves (AREA)
  • Cabinets, Racks, Or The Like Of Rigid Construction (AREA)

Description

【発明の詳細な説明】 本発明は、組立式鋼製棚の改良に係る。[Detailed description of the invention] The present invention relates to an improvement in a prefabricated steel shelf.

従来の組立式鋼製棚は、前後の支柱を水平材及び斜材に
て溶接結合してなるフレームを、左右力向に一定間隔を
存して並設し、各フレーム間に荷受梁を架設固定するも
のと、支柱、水平材、斜材、荷受梁等を夫々ボルト・ナ
ツトにて結合するものとに大別される。
Conventional prefabricated steel shelves consist of frames made by welding the front and rear supports together using horizontal and diagonal members, which are arranged side by side at a fixed distance in the left and right direction of force, and a loading beam is erected between each frame. There are two types: those that are fixed, and those that connect columns, horizontal members, diagonal members, load receiving beams, etc. with bolts and nuts.

ところで前者の組立式鋼製棚は、左右両側に配されるフ
レームが解体できない剛構造のものである為、輸送時の
梱包が大型なものとなって運送費が極めて割高となって
いるものである。
By the way, the former prefabricated steel shelf has a rigid structure in which the frames on both the left and right sides cannot be disassembled, so the packaging during transportation is large and shipping costs are extremely high. be.

また荷受梁の両端にはフレームに架設固定する為の特殊
な金具を必要とし、しかも荷受梁の架設固定位置は一定
位置に定められているので、積載格納する荷物の形状に
応じて棚高さを調整することが不可能である。
In addition, special metal fittings are required at both ends of the load receiving beam to erect and fix it to the frame, and since the erecting and fixing position of the load receiving beam is fixed at a fixed position, the shelf height can be adjusted according to the shape of the cargo to be loaded and stored. It is impossible to adjust.

また後者の組立式鋼製棚は、各部材を全てボルト・ナツ
トにて結合して組立てるものであるから、その組立、解
体に多大な労力と時間が費やされ、甚だ作業能率が悪い
ものである。
In addition, the latter type of prefabricated steel shelves are assembled by connecting all the parts with bolts and nuts, which requires a great deal of labor and time to assemble and disassemble, resulting in extremely poor work efficiency. be.

また各部材の結合位置は一定位置に定められているので
、積載格納する荷物の形状に応じて棚高さを自由に選択
或いは調整することが不可能である。
Furthermore, since the joining positions of each member are determined at fixed positions, it is impossible to freely select or adjust the shelf height according to the shape of the cargo to be loaded and stored.

そこで本発明者は、かかる従来の組立式鋼製棚の欠点を
解消すべく鋭意攻究の結果、組立解体が容易であり、棚
高さを適宜調整でき、輸送時の梱包をコンパクトにでき
る組立式鋼製棚を開発したものである。
Therefore, the inventor of the present invention made an earnest effort to resolve the drawbacks of such conventional prefabricated steel shelves, and as a result, the present inventors discovered an assembly system that is easy to assemble and disassemble, allows for appropriate adjustment of shelf height, and allows for compact packaging during transportation. This is a type of steel shelf developed.

以下本発明による組立式鋼製棚の実施例を図面を参照し
て説明する。
Embodiments of the prefabricated steel shelf according to the present invention will be described below with reference to the drawings.

先ずその一実施例を第1゜2図によって説明すると、1
は前後力向で一定の間隔を存して背中合せに相対向して
夫々左右方向に一定間隔を存して立設された支柱であり
、2は左右力向の支柱1間の任意の高さ位置に架設結合
された荷受梁であり、3は前後力向の支柱1間の上部と
下部に架設結合された水平材、4は同じく前後方向の支
柱1間の上下刃向において架設結合された斜材である。
First, one example of this will be explained with reference to Figs. 1 and 2.
2 are pillars erected back to back facing each other with a certain interval in the front and rear force directions, and 2 is an arbitrary height between the pillars 1 in the left and right force directions. 3 is a horizontal member that is installed and connected at the top and bottom between the columns 1 in the front and rear force directions, and 4 is a horizontal member that is installed and connected in the upper and lower direction between the columns 1 in the front and rear direction. It is a diagonal member.

前記支柱1は、正面側に全面開口の溝5を有する巾広部
1aを設け、背面側に同じく全面開口の溝6を有する巾
狭部1bを設け、前記谷溝5,6の両側辺5a 、6a
の上下刃向には夫々一定間隔を存して円孔7,8を穿設
し、下端にはボルト孔を有するベースプレート9を固設
して戒るものであって、該支柱1はコンクリート床上に
突出するアンカーボルト10に前記ベースプレート9の
ボルト孔を嵌合し、ナツト11にて締着して立設しであ
る。
The pillar 1 has a wide part 1a having a groove 5 that is completely open on the front side, a narrow part 1b that also has a groove 6 that is completely open on the back side, and both sides 5a of the valley grooves 5 and 6. ,6a
Circular holes 7 and 8 are drilled at regular intervals in the upper and lower blade directions, respectively, and a base plate 9 with bolt holes is fixedly installed at the lower end, and the support 1 is mounted on a concrete floor. Anchor bolts 10 protruding from the base plate 9 are fitted into bolt holes of the base plate 9, and tightened with nuts 11 to stand upright.

前記荷受梁2は、角パイプの両端に直角屈曲辺12を前
面側に有するエンドプレート13を固設すると共に該エ
ンドプレート13の直角屈曲辺12の中間ならびに角パ
イプの両端部前面の一部を切欠き且つエンドプレート1
3の中央部上刃に支柱1の巾広の溝5の側辺5aの円孔
7と同径の円孔14を穿設して成るものであって、該荷
受梁2は左右力向の支柱1間に配してその両端のエンド
プレート13の直角屈曲辺12を支柱1の巾広の溝5の
側辺5aの先端縁に当接し且つ円孔14を所要の高さの
円孔7と合致させ、その両日孔14.7にUクリップ1
5の先端屈曲部を挿通し、該Uクリップ15のU曲げ頭
部をハンマーにて槌打して下方に回動し、側辺5aとエ
ンドプレート13をU曲げ部分で挟圧固定して、左右力
向の支柱1間に架設結合しである。
The cargo receiving beam 2 has an end plate 13 fixed to each end of a square pipe having a right-angled bent side 12 on the front side, and a portion of the middle of the right-angled bent side 12 of the end plate 13 and a part of the front side of both ends of the square pipe. Notch and end plate 1
A circular hole 14 having the same diameter as the circular hole 7 on the side 5a of the wide groove 5 of the column 1 is bored in the upper blade of the central part of the load receiving beam 2. The right-angled bent sides 12 of the end plates 13 at both ends of the pillars 1 are placed in contact with the tip edges of the side edges 5a of the wide grooves 5 of the pillars 1, and the circular holes 14 are connected to the circular holes 7 of the required height. and insert U clip 1 into hole 14.7 on both sides.
5, the U-bent head of the U-clip 15 is hammered and rotated downward, and the side 5a and end plate 13 are clamped and fixed at the U-bent part. This is a construction connection between the left and right support columns 1.

前記水平材3は、支柱1の中挟の溝6内に嵌合し得られ
る寸法の角パイプの両端部左右両側面に支柱1の中挟の
溝6の側辺6aの円孔8と同径の円孔16を穿設して成
るものであり、また前記斜材4も同寸法の角パイプの両
端部左右両側面に支柱1の中挟の溝6の側辺6aの円孔
8と同径の円孔17を穿設して成るものであって、これ
ら水平材3、斜材4は前後力向の支柱1間に配してその
両端部を中挟の溝6内に嵌合すると共にその左右両側面
の円孔16,17を所要の高さ位置の円孔8に夫々合致
させ、その合致させた円孔17,8に止ピン18を挿通
し、該止ピン18の先端部に直角に穿設されたキリ孔1
9に割ピン20を差込んで抜は止めして、前後力向の支
柱1間に架設結合しである。
The horizontal member 3 has circular holes 8 on the sides 6a of the groove 6 in the middle of the support 1 on both left and right sides of both ends of a square pipe having dimensions that can fit into the groove 6 in the middle of the support 1. The diagonal member 4 also has a circular hole 8 in the side 6a of the groove 6 in the middle of the support 1 on both left and right sides of both ends of a square pipe of the same size. These horizontal members 3 and diagonal members 4 are arranged between the pillars 1 in the front and rear force directions, and their ends are fitted into the grooves 6 in the middle. At the same time, the circular holes 16 and 17 on both left and right sides are respectively aligned with the circular hole 8 at the required height position, and the stop pin 18 is inserted into the matched circular holes 17 and 8, and the tip of the stop pin 18 is inserted. Drill hole 1 perpendicular to the part
A cotter pin 20 is inserted into 9 to prevent it from being pulled out, thereby connecting the struts 1 in the front and rear force directions.

次に本発明による組立式鋼製棚の他の実施例を第3図に
よって説明すると、これは支柱1の正面側の巾広部1a
に溝を設けることなく全面閉塞し且つ背面側の巾狭部1
bの開口縁にフランジ1b′を設けて、衝撃や座屈に対
する強度の向上を図り、また荷受梁2を正面側に開口面
を向けたE形鋼に換えたもので、この荷受梁2は支柱1
の左右両側力に2本同時に持ち来たして夫々のエンドプ
レート13の円孔14を支柱1の巾広部1aの両側辺の
所要の高さの円孔7と合致させ、その円孔14゜7.1
4に巾広の■形挟持部15aを有する特殊Uクリップ1
5′の先端屈曲部を挿通し、該特殊Uクリップ15′の
し形挟持部15aにて2枚のエンドプレート13と支柱
1の巾広部1a全体を一緒に挟圧固定して、支柱1に荷
受梁2を架設結合しである。
Next, another embodiment of the prefabricated steel shelf according to the present invention will be explained with reference to FIG.
The narrow part 1 on the back side is completely closed without any grooves.
A flange 1b' is provided on the opening edge of b to improve the strength against impact and buckling, and the loading beam 2 is replaced with an E-shaped steel with the opening facing the front side. Pillar 1
The circular holes 14 of each end plate 13 are aligned with the circular holes 7 of the required height on both sides of the wide part 1a of the column 1, and the circular holes 14°7 .1
Special U-clip 1 having a wide ■-shaped clamping part 15a at 4
5' is inserted, and the two end plates 13 and the entire wide part 1a of the column 1 are clamped and fixed together by the rectangular holding part 15a of the special U clip 15', and the column 1 is fixed. The load receiving beam 2 is installed and connected to the bridge.

そしてその他の部分は前述の第1,2図に示す実施例と
同一構成となっている。
The other parts have the same structure as the embodiment shown in FIGS. 1 and 2 described above.

尚上記実施例では荷受材2が、角パイプ・E形鋼よりな
るが、鋼管、条鋼ならばその形状にこだわらないもので
ある。
In the above embodiment, the receiving material 2 is made of a square pipe or E-shaped steel, but the shape does not matter as long as it is a steel pipe or a bar.

また水平材3、斜材4についても同様である。The same applies to the horizontal members 3 and diagonal members 4.

さらに本発明の組立式鋼製棚の第1,2図に示す実施例
をものを前後方向に平行に並設して各欄の支柱1間に巾
広の溝5内に嵌合できる寸法の水平材及び斜材を配して
、任意の高さ位置で架設結合すれば、奥行のある格納棚
を構成できるものである。
Furthermore, the embodiments of the prefabricated steel shelves of the present invention shown in FIGS. 1 and 2 are arranged parallel to each other in the front-rear direction, and the dimensions are such that they can be fitted into the wide grooves 5 between the columns 1 of each column. By arranging horizontal members and diagonal members and constructing and connecting them at arbitrary height positions, a deep storage shelf can be constructed.

本発明の組立式鋼製棚は、上述の実施例で判るように、
左右力向の支柱1間に配される荷受梁2がUクリップ1
5或いは特殊Uクリップ15′等にて簡単に支柱1に結
合して架設でき、また前後方向の支柱1間に配される水
平材3、斜材4が止ピン18等にて簡単に支柱1に結合
して架設できるので、伺ら熟練を要せずに素人でも迅速
容易組立てることができ、しかもその逆の解体も同様に
迅速容易に行うことができる。
As can be seen from the above embodiments, the prefabricated steel shelf of the present invention has the following features:
The load receiving beam 2 placed between the left and right support columns 1 is a U-clip 1
5 or special U-clips 15', etc., and can be easily connected to the pillars 1 for erection, and the horizontal members 3 and diagonal members 4 placed between the pillars 1 in the front and rear direction can be easily attached to the pillars 1 by using stop pins 18, etc. Since it can be connected to and erected, even an amateur can quickly and easily assemble it without requiring any skill, and vice versa, it can be dismantled quickly and easily as well.

また本発明の組立式鋼製棚は、支柱1の上下刃向に一定
間隔を存して荷受梁2を結合する為の円孔7及び水平材
3、斜材4を結合する為の円孔8を穿設しであるので、
荷受梁2、水平材3、斜材4は任意の高さ位置で結合架
設できる。
Furthermore, the prefabricated steel shelf of the present invention has circular holes 7 for connecting the load receiving beams 2 and circular holes for connecting the horizontal members 3 and diagonal members 4 at regular intervals in the vertical direction of the support columns 1. 8 is drilled, so
The load receiving beam 2, horizontal member 3, and diagonal member 4 can be connected and constructed at any height position.

従って組立ての際棚高さを自由に選択することができ、
また組立後積載格納する荷物の形状に応じて適宜棚高さ
を調整することができる。
Therefore, you can freely select the shelf height during assembly.
Further, the height of the shelf can be adjusted as appropriate depending on the shape of the cargo to be loaded and stored after assembly.

さらに本発明の組立式鋼製棚は、その組立前或いは解体
後第1,2図に示す実施例にあっては第4図aに示す如
く水平に置いた支柱1の中挟の溝6内に水平材3を1本
と斜材4を2本を収容し、この支柱1をベースプレート
9を交互に反対側に配して巾広の溝5を下方の支柱1の
中挟の溝6の両側辺6aの外側に嵌合して積重ねること
ができ、また荷受梁2は第4図すに示す如く左右力向に
交互にずらして積重ねる(或いは並べる)ことができる
Furthermore, in the embodiment shown in FIGS. 1 and 2, before assembly or after disassembly, the prefabricated steel shelf of the present invention can be installed in the groove 6 between the supports 1 placed horizontally as shown in FIG. 4a. One horizontal member 3 and two diagonal members 4 are housed in the column, and the base plate 9 of this column 1 is arranged alternately on the opposite side, and the wide groove 5 is inserted between the groove 6 in the middle of the lower column 1. They can be stacked by fitting on the outsides of both sides 6a, and the load receiving beams 2 can be stacked (or lined up) while being alternately shifted in the left and right directions as shown in FIG.

然して第3図に示す実施例にあっては第5図に示す如く
支柱1を天地交互に腹合せし、内部に水平材3、斜材4
を納めることができ、またE型鋼の荷受梁2は第4図す
に示すものと同様に左右力向に交互にずらして積重ねる
(或いは並べる)ことができる。
However, in the embodiment shown in FIG. 3, the pillars 1 are arranged vertically and vertically face-to-face as shown in FIG. 5, and there are horizontal members 3 and diagonal members 4 inside.
In addition, the receiving beams 2 made of E-shaped steel can be stacked (or arranged) in a manner that they are alternately shifted in the left and right direction of force, similar to the one shown in Fig. 4.

従って本発明の組立式鋼製棚は、輸送時の梱包をコンパ
クトにできて取扱いが容易となり、運送費も大巾に低減
することができる。
Therefore, the prefabricated steel shelf of the present invention can be packed compactly during transportation, making it easy to handle and greatly reducing shipping costs.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明による組立式鋼製棚の一実施例を示す一
部斜視図、第2図はその組立結合部の要部を示す拡大斜
視図、第3図は他の実施例における組立結合部の要部を
示す拡大斜視図、第4図aは第1図に示す組立式鋼製棚
の支柱と水平材と斜材の梱包形態を示す斜視図、同図す
は荷受梁の梱包形態を示す斜視図、第5図は第3図に示
す組立式鋼製棚の支柱と水平材と斜材の梱包形態を示す
斜視図である。 1・・・・・・支柱、1a・・・・・・巾広部、1b・
・・・・・巾狭部、1b′・・・・・・フランジ、2・
・・・・・荷受梁、3・・・・・・水平材、4・・・・
・・斜材、5・・・・・・巾広の溝、5a・・・・・・
溝5の両側辺、6・・・・・・中挟の溝、6a・・・・
・・溝6の両側辺、7.8・・・・・・円孔、9・・・
・・・ベースプレート、10・・・・・・アンカーボル
ト、11・・・・・・ナツト、12・・・・・・直角屈
曲辺、13・・・・・・エンドプレート、14・・・・
・・円孔、15・・・・・・Uクリップ、15′・・・
・・・特殊Uクリップ、15a・・・・・・特殊Uクリ
ップ15′の山形挟持部、16.17・・・・・・円孔
、18・・・・・・止ピン、19・・・・・・キリ孔、
20・・・・・・割ピン。
FIG. 1 is a partial perspective view showing one embodiment of an assembly type steel shelf according to the present invention, FIG. 2 is an enlarged perspective view showing the main parts of the assembly joint, and FIG. Fig. 4a is an enlarged perspective view showing the main parts of the joint; Fig. 4a is a perspective view showing the packing form of the struts, horizontal members, and diagonal members of the prefabricated steel shelf shown in Fig. 1; FIG. 5 is a perspective view showing the packaging form of the struts, horizontal members, and diagonal members of the prefabricated steel shelf shown in FIG. 3. 1... Support column, 1a... Wide part, 1b.
...Narrow width part, 1b'...Flange, 2.
...Loading beam, 3...Horizontal member, 4...
... Diagonal material, 5... Wide groove, 5a...
Both sides of groove 5, 6... middle groove, 6a...
...Both sides of groove 6, 7.8...Circular hole, 9...
... Base plate, 10 ... Anchor bolt, 11 ... Nut, 12 ... Right angle bent side, 13 ... End plate, 14 ...
...Round hole, 15...U clip, 15'...
... Special U clip, 15a... Chevron-shaped clamping part of special U clip 15', 16.17... Circular hole, 18... Stop pin, 19... ...Kiri hole,
20...Cotter pin.

Claims (1)

【特許請求の範囲】[Claims] 1 正面側を開口又は閉塞の巾広部となし背面側を開口
の巾狭部となしてそれら巾広部及び巾狭部の両側辺の上
下方向に夫々一定間隔を存して円孔を穿設して成る支柱
を、前後方向で背中合せに相対向させて立設し、支柱間
には該支柱の開口巾狭部内に嵌合可能で且つ両端部左右
両側面に円孔を穿設して成る水平材及び斜材を、その両
端部左右両側面の円孔を開口巾狭部の両側辺の所要高さ
位置の円孔と合致させて止ピン等にて結合し、左右方向
の各支柱間には鋼管又は条鋼の両端に直角屈曲辺を前面
側に有するエンドプレートを固設すると共に該エンドプ
レートに円孔を穿設して成る荷受梁を、前記エンドプレ
ートの円孔を支柱の巾広部側辺の所要高さ位置の円孔と
合致させてUクリップにて締結して架設して戒る組立式
鋼製棚。
1 The front side is the wide part of the opening or closure, the back side is the narrow part of the opening, and circular holes are bored at regular intervals in the vertical direction on both sides of the wide part and the narrow part. The pillars are erected facing each other back to back in the front and back direction, and circular holes are bored between the pillars so that they can fit into the narrow opening width of the pillars, and on both left and right sides of both ends. The horizontal members and diagonal members are connected with fixing pins, etc. by aligning the circular holes on both the left and right sides of the ends with the circular holes at the required height on both sides of the narrow opening width, and then attaching the horizontal members and diagonal members to each support in the left and right direction. In between, end plates having right-angled bent sides on the front side are fixed to both ends of a steel pipe or bar, and a circular hole is bored in the end plate to form a cargo receiving beam. A prefabricated steel shelf that is installed by aligning it with a circular hole at the required height on the side of the wide section and fastening it with U clips.
JP10962077A 1977-09-12 1977-09-12 Prefabricated steel shelves Expired JPS5857167B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10962077A JPS5857167B2 (en) 1977-09-12 1977-09-12 Prefabricated steel shelves

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10962077A JPS5857167B2 (en) 1977-09-12 1977-09-12 Prefabricated steel shelves

Publications (2)

Publication Number Publication Date
JPS5444971A JPS5444971A (en) 1979-04-09
JPS5857167B2 true JPS5857167B2 (en) 1983-12-19

Family

ID=14514898

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10962077A Expired JPS5857167B2 (en) 1977-09-12 1977-09-12 Prefabricated steel shelves

Country Status (1)

Country Link
JP (1) JPS5857167B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5620543U (en) * 1979-07-25 1981-02-23
US11746534B2 (en) 2015-02-05 2023-09-05 Gold Bond Building Products, Llc Sound damping wallboard and method of constructing a sound damping wallboard
US9512613B2 (en) 2015-02-05 2016-12-06 National Gympsum Properties, LLC Sound damping wallboard and method of forming a sound damping wallboard
CA3064101A1 (en) 2018-12-06 2020-06-06 National Gypsum Properties, Llc Sound damping gypsum board and method of constructing a sound damping gypsum board
CA3121091A1 (en) 2020-06-05 2021-12-05 Gold Bond Building Products, Llc Sound damping gypsum board and method of constructing a sound damping gypsum board

Also Published As

Publication number Publication date
JPS5444971A (en) 1979-04-09

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