JPH0538200Y2 - - Google Patents

Info

Publication number
JPH0538200Y2
JPH0538200Y2 JP12345987U JP12345987U JPH0538200Y2 JP H0538200 Y2 JPH0538200 Y2 JP H0538200Y2 JP 12345987 U JP12345987 U JP 12345987U JP 12345987 U JP12345987 U JP 12345987U JP H0538200 Y2 JPH0538200 Y2 JP H0538200Y2
Authority
JP
Japan
Prior art keywords
depth
stage
side wall
intervals
girder
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 - Lifetime
Application number
JP12345987U
Other languages
Japanese (ja)
Other versions
JPS6427302U (en
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 filed Critical
Priority to JP12345987U priority Critical patent/JPH0538200Y2/ja
Publication of JPS6427302U publication Critical patent/JPS6427302U/ja
Application granted granted Critical
Publication of JPH0538200Y2 publication Critical patent/JPH0538200Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Warehouses Or Storage Devices (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は適宜な間口と高さおよび奥行き間隔
で形成される多列多段の自動倉庫を建設するに当
り、短時間で能率良く組立て可能とする接続構造
に関するものである。
[Detailed description of the invention] [Industrial field of application] This invention enables efficient assembly in a short time when constructing a multi-row, multi-tier automated warehouse formed with appropriate frontage, height, and depth spacing. This relates to the connection structure.

〔従来の技術〕[Conventional technology]

第5図ないし第7図は例えば特開昭54−38077
号公報に開示の多列多段で形成された自動倉庫の
形態を示し、一般に自動倉庫の各棚に重量物等を
載置して格納できるように構成されている。
Figures 5 to 7 are, for example, published in Japanese Patent Application Laid-Open No. 54-38077.
This publication discloses an automatic warehouse formed of multiple rows and multiple stages, and is generally configured so that heavy items can be placed and stored on each shelf of the automatic warehouse.

1は適宜な間口および奥行き間隔を有して並列
に立設された複数の支柱を示し、2は上記支柱1
の奥行き間へ水平に横架された複数の大梁であ
る。
1 indicates a plurality of columns erected in parallel with appropriate frontage and depth intervals, and 2 indicates the above-mentioned columns 1.
It consists of multiple girders suspended horizontally between the depths of .

7は上記支柱1の間口間へ各々水平に横架され
た複数の大梁を示し、8はこの大梁7間に横架さ
れる小梁である。第8図は例えば大梁2の固定端
部を支柱1に接続させた状態を示し、9は支柱1
と大梁2が接続される位置で支柱1に配設された
矩形板のガセツトプレートで、このガセツトプレ
ート9は複数のボルト挿通孔が開孔されるととも
に垂直方向に溶着される。
Reference numeral 7 indicates a plurality of large beams that are horizontally suspended between the frontages of the pillars 1, and 8 is a small beam that is placed horizontally between the large beams 7. FIG. 8 shows, for example, a state in which the fixed end of the girder 2 is connected to the support 1, and 9 indicates the support 1.
A rectangular gusset plate is disposed on the pillar 1 at a position where the main beam 2 is connected to the main beam 2. The gusset plate 9 has a plurality of bolt insertion holes drilled therein and is vertically welded.

上述した梁の接続端部構造は支柱1と大梁2を
例にして説明したが、支柱1と大梁7あるいは大
梁7と小梁8の接続個所も上記同様にガセツトプ
レート9が設置されている。
The above-mentioned beam connection end structure has been explained using the pillar 1 and the main beam 2 as an example, but the gusset plate 9 is also installed at the connection point between the pillar 1 and the main beam 7 or the main beam 7 and the small beam 8 in the same manner as above. .

次に上述の如く構成された多列多段の自動倉庫
を組立る手順について説明する。
Next, a procedure for assembling the multi-row, multi-stage automated warehouse constructed as described above will be explained.

まず支柱1と大梁2,7の一端が接続される高
さ位置で、かつ接続取合方向に合わせて複数のガ
セツトプレート9を工場内で支柱1に溶着し、ま
た上記大梁2,7および小梁8の両端部にガセツ
トプレート9の挿通孔と同様の配置で挿通孔を開
孔する。
First, a plurality of gusset plates 9 are welded to the pillar 1 in a factory at the height position where the pillar 1 and one end of the girders 2, 7 are connected, and in accordance with the connection direction. Insertion holes are formed at both ends of the small beam 8 in the same arrangement as the insertion holes of the gusset plate 9.

このように製作された材料を自動倉庫の建設現
場へ運搬し、クレーン等を利用して支柱1の設置
方向を考慮して各々垂直に立設するとともに、大
梁2,7や小梁8を各単材毎に吊下し、両端部に
開孔されている挿通孔とガセツトプレート9に開
孔されている挿通孔とを合致させてボルト(図示
せず)を挿通しナツト(図示せず)を介して締着
する。
The materials manufactured in this way are transported to the construction site of the automated warehouse, and using a crane etc., each pillar is erected vertically in consideration of the installation direction, and the main beams 2 and 7 and the small beams 8 are each installed vertically. Suspend each piece of material, align the insertion holes drilled at both ends with the insertion holes drilled in the gusset plate 9, insert bolts (not shown), and tighten nuts (not shown). ).

上記のような操作を下段より上段へ繰り返し行
つて自動倉庫の枠体を組立る。
The above-mentioned operation is repeated from the lower stage to the upper stage to assemble the frame of the automated warehouse.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

しかしながら上述の組立手順では、骨組材料を
クレーンで単材毎に吊下して配設するとともに端
部を固定しなければならず、そのためにクレーン
の稼動率が悪く、また組立の工数を多く必要とす
る等の問題点があつた。
However, in the above assembly procedure, the frame materials must be hung and placed one by one using a crane, and the ends must be fixed, which results in poor crane availability and requires a large number of assembly man-hours. There were problems such as:

この考案は上記のような問題点を解消するため
になされたもので、自動倉庫の組立が短時間で施
工できるとともに、クレーン等の稼動率を高めて
コストダウンが図れる自動倉庫の接続構造を得る
ことを目的とする。
This idea was made to solve the problems mentioned above, and it aims to create a connection structure for automated warehouses that can be assembled in a short time, increase the operating rate of cranes, etc., and reduce costs. The purpose is to

〔問題点を解決するための手段〕[Means for solving problems]

この考案に係る多列多段で形成される自動倉庫
の接続構造は、奥行き間隔で各段の高さを有する
支柱と、この支柱間に端部を固定して横架される
大梁とブレースによる側壁枠体を形成し、奥行き
間隔で各段の間口方向全幅に横架される大梁へ上
記側壁枠体を所要間隔にて配設して固定し、かつ
側壁枠体の配設位置間へ大梁に端部が固定された
奥行き方向と平行の小梁を配設して固定した各段
単位の枠体を先組みし、この枠体を順次載置して
連結させて組立体としたものである。
The connection structure of an automated warehouse formed by multiple rows and multiple stages according to this invention consists of columns having a depth interval and a height for each level, and side walls made of beams and braces that are suspended horizontally with their ends fixed between the columns. Form a frame body, arrange and fix the above-mentioned side wall frames at required intervals to the girders that are horizontally suspended across the entire width in the frontage direction of each stage at depth intervals, and attach the side wall frames to the girder between the installation positions of the side wall frames. The frames for each stage are assembled in advance by placing and fixing small beams parallel to the depth direction with fixed ends, and the frames are placed one after another and connected to form an assembly. .

〔作用〕[Effect]

この考案における自動倉庫の接続構造は、組立
工場において各段の高さを有する支柱を奥行き間
隔で配置すると同時に、この支柱間へ大梁とブレ
ースを配設して端部を固定した側壁枠体を形成
し、間口方向全幅の長さを有する大梁を奥行き間
隔で配置して上記側壁枠体を所要間隔にて立設す
ると同時に接続端部を固定し、さらに側壁枠体の
配設間へ大梁に端部が固定される小梁を配設する
ことにより、各段単位の複数枠体が先組みされ、
自動倉庫の建設現場で上記各段単位の枠体を順次
載置して接続部を連結させて組立てる。
The connection structure of the automated warehouse in this invention consists of arranging columns with different heights at depth intervals in the assembly factory, and at the same time installing side wall frames with girders and braces arranged between the columns and fixing the ends. The main beams having the full width in the frontage direction are arranged at intervals in depth, and the side wall frames are erected at required intervals, the connecting ends are fixed at the same time, and the main beams are placed between the side wall frames. By arranging small beams with fixed ends, multiple frames in each stage can be pre-assembled.
At the construction site of an automated warehouse, the frames for each stage are sequentially placed and the connecting parts are connected to assemble.

〔実施例〕 以下、この考案の接続構造について実施例を第
1図ないし第4図により説明する。
[Example] Hereinafter, an example of the connection structure of this invention will be described with reference to FIGS. 1 to 4.

1は水平方向に適宜な間隔で多列に配置される
各棚の間口両端および奥行き両端に立設された各
段の高さを有する支柱、2はこの支柱1に奥行き
間隔の長さを有して奥行き方向へ横架された大
梁、3は上端が上記大梁2の下面中央部から上記
支柱1の下端部へ配設された複数の傾斜ブレー
ス、4は上記傾斜ブレース3の上端を上記大梁2
の下面と固定するために大梁2の中央部下面に溶
着されたガセツトプレート、5は上記傾斜ブレー
ス3の下端を支柱1の下端と固定するために支柱
1の下端に溶着されたガセツトプレート、6は上
記支柱1本体の下面に溶着された複数のボルト挿
通孔が配設された矩形板の連結板、7は各段の間
口方向全幅に奥行き間隔で横架される大梁、8は
この大梁7間へ上記大梁2と平行に所要間隔にて
配設されるとともに固定端部が大梁7に溶着され
た小梁である。
Reference numeral 1 indicates a column having the height of each step, which is installed in multiple rows at appropriate intervals in the horizontal direction, and is erected at both ends of the frontage and at both ends of the depth. 3, a plurality of inclined braces whose upper ends are arranged from the center of the lower surface of the above-mentioned main beam 2 to the lower end of the above-mentioned support 1; 4, the upper end of the above-mentioned inclined brace 3 is connected to the above-mentioned main beam; 2
A gusset plate 5 is welded to the central lower surface of the girder 2 in order to fix it to the lower surface of the main beam 2, and a gusset plate 5 is welded to the lower end of the column 1 in order to fix the lower end of the inclined brace 3 to the lower end of the column 1. , 6 is a connecting plate of a rectangular plate with a plurality of bolt insertion holes welded to the lower surface of the main body of the support column 1, 7 is a large beam that is hung horizontally at intervals in depth across the entire width in the frontage direction of each stage, and 8 is this connecting plate. The small beams are arranged parallel to the large beams 2 at required intervals between the large beams 7 and have fixed ends welded to the large beams 7.

上述の如く構成された多列多段の自動倉庫を建
設するための組立施工順について以下に説明す
る。
The assembly construction sequence for constructing the multi-row, multi-stage automatic warehouse configured as described above will be explained below.

まず組立工場にて矩形板の連結板6に所要間隔
で複数のボルト挿通孔を開孔し、各段の高さ寸法
を有する支柱1の立設時に下方となる面に上記連
結板6を溶着するとともに、この支柱1の下端部
で他方の支柱1と対向する奥行き方向と平行なガ
セツトプレート5を溶着する。
First, in an assembly factory, a plurality of bolt insertion holes are drilled at the required intervals in the connecting plate 6, which is a rectangular plate, and the connecting plate 6 is welded to the surface that will be downward when the support 1 having different height dimensions is erected. At the same time, a gusset plate 5 parallel to the depth direction facing the other pillar 1 is welded to the lower end of this pillar 1.

次に奥行き方向へ横架される大梁2の下面中央
部にガセツトプレート4を奥行き方向と平行に溶
着し、上記支柱1を奥行きの所要間隔で配置する
とともに、複数の傾斜ブレース3を配設して各々
のガセツトプレート4,5と溶着し、側壁枠体を
複数形成する。
Next, a gusset plate 4 is welded to the center of the lower surface of the girder 2 that is horizontally suspended in the depth direction, parallel to the depth direction, and the pillars 1 are arranged at the required intervals in the depth, and a plurality of inclined braces 3 are arranged. Then, each of the gusset plates 4 and 5 is welded to form a plurality of side wall frames.

一方、自動倉庫の全間口幅の長さを有し、奥行
き間隔で各段の上方へ平行に横架される大梁7の
上面に上記側壁枠体を配置する所要間隔位置で、
上記連結板6のボルト挿通孔と同等の配置にて同
様のボルト挿通孔を開孔し、この大梁7を奥行き
間隔にて平行に上記ボルト挿通孔が下方となるよ
う配置して上記側壁枠体の大梁2が大梁7に横架
させるとともに、支柱1が大梁7のボルト挿通孔
の反配設面側となるよう配置し、固定端部を溶着
するとともに、この側壁枠体の配設間に所要間隔
で端部が上記大梁7に溶着される小梁を配設して
水平に多列の棚を形成した一段の立体枠組を先組
みする。このように先組みされた立体の枠体は自
動倉庫の建設現場へ運ばれ、クレーン等を使用し
て順次段積みするとともに、大梁7および連結板
6のボルト挿通孔を合致させ、ボルトを通してナ
ツトにて締結させることによつて自動倉庫の全体
枠組が組立てられる。
On the other hand, at the required spacing position where the side wall frame is placed on the top surface of the girder 7, which has the length of the entire frontage width of the automated warehouse and is horizontally suspended above each tier at depth intervals,
Similar bolt insertion holes are drilled in the same arrangement as the bolt insertion holes of the connecting plate 6, and the large beams 7 are arranged parallel to each other at depth intervals so that the bolt insertion holes face downward, and the side wall frame is assembled. The girder 2 is placed horizontally on the girder 7, and the support column 1 is placed on the opposite side of the bolt insertion hole of the girder 7, and the fixed end is welded. A one-stage three-dimensional framework is first assembled in which small beams whose ends are welded to the large beams 7 are arranged at required intervals to form multiple rows of horizontal shelves. The three-dimensional frames pre-assembled in this way are transported to the construction site of an automated warehouse, and stacked one by one using a crane or the like.The bolt insertion holes of the girder 7 and the connecting plate 6 are aligned, and the bolts are inserted into the nuts. The entire framework of the automated warehouse is assembled by fastening the parts together.

〔考案の効果〕[Effect of idea]

以上説明したように、この考案によれば多列多
段で形成される自動倉庫を各段単位に複数の側壁
枠体を所要間隔に配設して多列の棚を形成する立
体の枠体を組立工場にて先組みさせるので、自動
倉庫の建設現場における立体に要する組立工数を
大幅に削減させることができ、かつ従来のように
自動倉庫の構成部材毎にクレーンにて吊下する必
要がないので、クレーンの稼動率が著しく向上す
る等の効果を得ることができる。
As explained above, according to this invention, an automatic warehouse formed of multiple rows and multiple tiers can be constructed with a three-dimensional frame that forms multiple rows of shelves by arranging a plurality of side wall frames at required intervals for each tier. Since it is pre-assembled at the assembly factory, it is possible to significantly reduce the assembly man-hours required for three-dimensional construction at the construction site of the automated warehouse, and there is no need to suspend each component of the automated warehouse using a crane as in the past. Therefore, it is possible to obtain effects such as a marked improvement in the operating rate of the crane.

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

第1図は本考案の実施例による自動倉庫の接続
構造を示す枠体平面図、第2図は第1図の−
線に沿つた側壁枠体を示す側面図、第3図は第1
図の−線に沿つた正面図、第4図は支柱の下
面に溶着された連結板を示す平面図、第5図は従
来より公知の多列多段で形成される立体自動倉庫
の枠体を示す全体平面図、第6図は第5図の−
線に沿つた正面図、第7図は第5図の−線
に沿つた側面図、第8図は支柱と大梁の固定端部
を示す図である。 1……支柱、2,7……大梁、3……傾斜ブレ
ース、4,5……ガセツトプレート、8……小
梁。
FIG. 1 is a plan view of the frame showing the connection structure of an automated warehouse according to an embodiment of the present invention, and FIG.
A side view showing the side wall frame body along the line, FIG.
Fig. 4 is a plan view showing a connecting plate welded to the lower surface of the support column, and Fig. 5 shows a frame of a multi-level automatic warehouse formed of conventionally known multi-row and multi-stage structures. The overall plan view shown in Fig. 6 is - of Fig. 5.
7 is a side view taken along the line - in FIG. 5, and FIG. 8 is a view showing the fixed ends of the columns and girders. 1... Support column, 2, 7... Large beam, 3... Inclined brace, 4, 5... Gusset plate, 8... Small beam.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 適宜な間口と高さおよび奥行き間隔で多列多段
に形成される自動倉庫の接続構造において、上記
奥行き間隔で各段の高さを有する支柱と、この支
柱間に端部を固定して横架される大梁とブレース
による側壁枠体を形成し、上記奥行き間隔で各段
の間口方向全幅に横架される大梁へ上記側壁枠体
を所要間隔にて配設して固定し、かつ側壁枠体の
配設位置間へ大梁に端部が固定された奥行き方向
と平行の小梁を配設して固定した各段の枠体を先
組みし、この枠体を順次載置して連結させて組立
体とすることを特徴とする自動倉庫の接続構造。
In the connection structure of an automatic warehouse formed in multiple rows and stages with appropriate frontage, height, and depth intervals, there are struts each having the height of each stage with the above-mentioned depth intervals, and a horizontal structure with the ends fixed between the struts. A side wall frame body is formed by a girder and a brace, and the side wall frame body is arranged and fixed at required intervals to the girder which is suspended horizontally across the entire width in the frontage direction of each stage at the depth interval, and the side wall frame body is A small beam parallel to the depth direction with its end fixed to the main beam is placed between the installation positions of the main beam, and the fixed frames of each stage are assembled in advance, and these frames are placed one after another and connected. A connection structure for an automated warehouse characterized by being an assembly.
JP12345987U 1987-08-12 1987-08-12 Expired - Lifetime JPH0538200Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12345987U JPH0538200Y2 (en) 1987-08-12 1987-08-12

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12345987U JPH0538200Y2 (en) 1987-08-12 1987-08-12

Publications (2)

Publication Number Publication Date
JPS6427302U JPS6427302U (en) 1989-02-16
JPH0538200Y2 true JPH0538200Y2 (en) 1993-09-28

Family

ID=31372329

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12345987U Expired - Lifetime JPH0538200Y2 (en) 1987-08-12 1987-08-12

Country Status (1)

Country Link
JP (1) JPH0538200Y2 (en)

Also Published As

Publication number Publication date
JPS6427302U (en) 1989-02-16

Similar Documents

Publication Publication Date Title
US4435927A (en) Modular building structure and module for it
KR102509416B1 (en) Rack structure and construction method thereof
US5324132A (en) Hinge connection
US6216893B1 (en) 2-post type storage rack for automated warehouses
JPH0538200Y2 (en)
US3971476A (en) Rail-carrying storage racks
JPH0816350B2 (en) Construction method of unit housing
JP3199870B2 (en) Composite panel loading rack
JPH06341238A (en) Long size block and support structure thereof
JPH0420050B2 (en)
JP2607710B2 (en) Unit house
CN215330459U (en) Upright post, beam column connecting structure and house structure
KR890000681B1 (en) Constructing method of a building unit
JP2750658B2 (en) Assembly house, two-story assembly house, multi-story assembly house and two-story multi-story assembly house
JPS61204437A (en) Balcony
JPS6160682B2 (en)
JPS59138634A (en) Building enclosure
WO2024092987A1 (en) Multi-upright-frame full assembly type storage rack structure system
JPH0750522Y2 (en) Positioning tool for building unit
JPH0330659B2 (en)
JPH02274977A (en) Method of building wall for movable silo
JPS5834883Y2 (en) Shelf support structure for a simple assembly house
JPH0624496Y2 (en) Bundle mounting structure
JPS61126246A (en) House unit
JPH0272086A (en) Prefabricated liquid tank