JPS6112056B2 - - Google Patents
Info
- Publication number
- JPS6112056B2 JPS6112056B2 JP992679A JP992679A JPS6112056B2 JP S6112056 B2 JPS6112056 B2 JP S6112056B2 JP 992679 A JP992679 A JP 992679A JP 992679 A JP992679 A JP 992679A JP S6112056 B2 JPS6112056 B2 JP S6112056B2
- Authority
- JP
- Japan
- Prior art keywords
- pin
- beams
- street
- frame structure
- columns
- 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
Links
Landscapes
- Warehouses Or Storage Devices (AREA)
Description
【発明の詳細な説明】
この発明は立体倉庫等の多層鉄骨構造をなす建
築物における骨組構造に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a frame structure in a multi-story steel structure building such as a multistory warehouse.
第１図に示すような立体倉庫は荷重が大きく、
多層階をなしているので従来鋼管構造による場合
が多い。しかし接合部の仕口が複雑であり、また
加工が容易でない等の問題がある。 A multi-story warehouse like the one shown in Figure 1 has a large load,
Because they are multi-story, they are often constructed using conventional steel pipe structures. However, there are problems such as the joints at the joints are complicated and machining is not easy.
この発明はＨ形鋼を使用し、その断面性能に方
向性があるところより、それを有効に利用しうる
構成としたもので、以下その詳細を実施例によつ
て説明する。 This invention uses H-beam steel, and since its cross-sectional performance has directionality, it has a structure that can be effectively utilized.The details will be explained below with reference to examples.
第１図はこの発明を実施する従来の立体倉庫の
一例を示したもので中央にスタツカークレーンの
移動エリアＡがあり、その両側に収納エリアＢ，
Ｂが設けられている。 Fig. 1 shows an example of a conventional multi-level warehouse in which the present invention is implemented, with a moving area A for a stacker crane in the center, and storage areas B, on both sides.
B is provided.
第２図はこの発明における収納エリアＢの鉄骨
の配置状態を示したもので、柱１はＨ形鋼からな
り、その弱軸方向、すなわちフランジをＸ通りに
平行に配置し、その強軸方向、すなわちウエブを
Ｙ通りに平行に配置し、Ｙ通りの梁２は柱１に剛
接合してラーメン構造とし、Ｘ通りの梁３は柱１
にピンまたはピンと見倣しうるよう（ピン接合と
いう）接合してある。またＸ通りの梁３の中間に
Ｙ通りの小梁４を隣接する梁３，３に跨つてピン
接合してある。そしてＸ通りの柱１，１……間に
交差する筋違５を、立面でみて市松模様状等所要
位置に配してある。 Figure 2 shows the arrangement of the steel frames in storage area B according to the present invention.Column 1 is made of H-beam steel, and its weak axis direction, that is, the flange is arranged parallel to the X street, and its strong axis direction In other words, the web is arranged parallel to the Y street, the beam 2 in the Y street is rigidly connected to the column 1 to form a rigid frame structure, and the beam 3 in the X street is connected to the column 1.
It is connected to the pin so that it can be imitated as a pin (called a pin joint). In addition, a small beam 4 of the Y pattern is connected with a pin between the beams 3 of the X pattern so as to straddle the adjacent beams 3, 3. The braces 5 intersecting between the pillars 1, 1, .
符号６は物品を収納エリアＢ内の棚内に収納す
る際使用されるロボツト用のレールを示してい
る。 Reference numeral 6 indicates a rail for a robot used when storing articles in the shelves in the storage area B.
この発明は以上の構成からなり、Ｙ通りはＨ形
鋼の柱が強軸方向であり、これに梁を剛接合して
ラーメン架構を構成し、鉛直、水平荷重に対処で
きるので筋違を設ける必要がなく、ロボツトＣ、
物品Ｄの通過させうる空間を確保でき、また棚、
収納空間の配置も容易となる。Ｘ通りはＨ形鋼の
柱は弱軸方向であるが、市松模様等所要位置に筋
違を配してトラス架構となし、水平力を筋違によ
つて柱に伝達しうる。 This invention has the above-mentioned configuration, and in the Y street, the H-shaped steel columns are in the strong axis direction, and beams are rigidly connected to these to form a rigid frame structure, and braces are provided to cope with vertical and horizontal loads. There is no need, Robot C,
It is possible to secure a space through which the article D can pass, and also to store shelves,
Arrangement of storage space is also facilitated. In the X-way, the H-shaped steel columns have a weak axis, but by arranging braces at required locations such as in a checkered pattern, it becomes a truss frame, and horizontal force can be transmitted to the columns through the braces.
床については、小梁によつて鉛直荷重分配をな
し、第５図のａゾーンの鉛直荷重はＸ通りの梁に
伝達し、ｂゾーンの鉛直荷重はＹ通りの梁に伝達
され、鉛直荷重は均等に分配されることになる。 Regarding the floor, the vertical load is distributed by small beams, and the vertical load in zone a in Figure 5 is transmitted to the beams in X direction, the vertical load in zone b is transmitted to the beams in Y direction, and the vertical load is It will be evenly distributed.
またＸ通りの梁は柱にピン接合するので柱の弱
軸方向には曲げモーメントが実質的に生ぜず、軸
力伝達のみとなりＨ形綱の弱軸特性の欠点を補う
とともに接合部の加工、組立が簡易のものでよ
い。 In addition, since the X-shaped beam is pin-connected to the column, there is virtually no bending moment in the direction of the weak axis of the column, and only axial force is transmitted, which compensates for the weak axis characteristics of the H-shaped rope and also allows for processing of the joint. It may be easy to assemble.
第１図は標準的な立体倉庫の平面図の概要図で
ある。第２図はこの発明による立体倉庫の一部平
面図、第３図はＹ通り平面図、第４図はＸ通り立
面図、第５図は一部平面図である。
Ａ……移動エリア、Ｂ……収納エリア、Ｃ……
ロボツト、Ｄ……物品、１……柱、２……Ｙ通り
梁、３……Ｘ通り梁、４……小梁、５……筋違、
６……レール。
FIG. 1 is a schematic diagram of a plan view of a standard three-dimensional warehouse. FIG. 2 is a partial plan view of a three-dimensional warehouse according to the present invention, FIG. 3 is a Y-way plan view, FIG. 4 is an X-way elevation view, and FIG. 5 is a partial plan view. A...Moving area, B...Storage area, C...
Robot, D... Goods, 1... Column, 2... Y-way beam, 3... X-way beam, 4... Small beam, 5... Bracing,
6...Rail.
Claims (1)
り、その強軸方向をＹ通りに配置し、Ｙ通りの梁
は柱に剛接合してラーメン構造とし、Ｘ通りの梁
は柱にピンまたはピンと見倣しうるよう接合し、
Ｘ通りの梁の中間にＹ通りの小梁をピン接合し、
かつＸ通りの柱間の所要個所に筋違を配してなる
ことを特徴とする建築骨組構造。1 The columns are made of H-beam steel, and the weak axis direction is arranged in the X direction, and the strong axis direction is arranged in the Y direction.The beams in the Y direction are rigidly connected to the columns to create a rigid frame structure, and the beams in the X direction are arranged in the pillars. Connected so that it can be imitated as a pin or a pin,
Pin-join the small beam of Y street in the middle of the beam of X street,
An architectural frame structure characterized by having braces placed at required locations between the pillars in the X-way.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP992679A JPS55101634A (en) | 1979-01-31 | 1979-01-31 | Building frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP992679A JPS55101634A (en) | 1979-01-31 | 1979-01-31 | Building frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS55101634A JPS55101634A (en) | 1980-08-02 |
| JPS6112056B2 true JPS6112056B2 (en) | 1986-04-05 |
Family
ID=11733677
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP992679A Granted JPS55101634A (en) | 1979-01-31 | 1979-01-31 | Building frame |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS55101634A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0355366A (en) * | 1989-07-25 | 1991-03-11 | Shimizu Corp | Steel frame brace method |
-
1979
- 1979-01-31 JP JP992679A patent/JPS55101634A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS55101634A (en) | 1980-08-02 |
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