JPH0116427Y2 - - Google Patents

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Publication number
JPH0116427Y2
JPH0116427Y2 JP1983182973U JP18297383U JPH0116427Y2 JP H0116427 Y2 JPH0116427 Y2 JP H0116427Y2 JP 1983182973 U JP1983182973 U JP 1983182973U JP 18297383 U JP18297383 U JP 18297383U JP H0116427 Y2 JPH0116427 Y2 JP H0116427Y2
Authority
JP
Japan
Prior art keywords
plate
reinforcing plate
thickness
molded
fastening
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
JP1983182973U
Other languages
Japanese (ja)
Other versions
JPS6091043U (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 JP18297383U priority Critical patent/JPS6091043U/en
Publication of JPS6091043U publication Critical patent/JPS6091043U/en
Application granted granted Critical
Publication of JPH0116427Y2 publication Critical patent/JPH0116427Y2/ja
Granted legal-status Critical Current

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

Description

【考案の詳細な説明】 (技術分野) 本考案は底板と4本の縦柱及びこの間に張り渡
された横板あるいは横柱からなり、ラツク、棚、
テーブル等、各種装置に利用される構造体に関す
るものである。
[Detailed description of the invention] (Technical field) The invention consists of a bottom plate, four vertical pillars, and a horizontal board or horizontal pillar stretched between them.
It relates to structures used in various devices such as tables.

(従来技術) 第1図に従来例の構造体を示す。(Conventional technology) FIG. 1 shows a conventional structure.

構造体を形成する成形された金属板成形品ワー
クはトレイ状底板1と4本の縦柱2、2本の横板
3及び2本の横柱4で構成されている。各々の成
形品ワークは適切なる締結法で結合される。第1
図においてXで示した個所は締結個所を示す。締
結法としてはスポツト溶接、電弧溶接、ネジどめ
等がある。本実施例に於てはスポツト溶接を示
す。
The molded metal plate workpiece forming the structure is composed of a tray-like bottom plate 1, four vertical columns 2, two horizontal plates 3, and two horizontal columns 4. Each molded workpiece is joined using an appropriate fastening method. 1st
In the figure, the parts indicated by X indicate the fastening parts. Fastening methods include spot welding, electric arc welding, and screw fastening. In this embodiment, spot welding is shown.

この様な構造体がたとえばF1なる外力を矢印
方向より受けると構造体はΔだけ変形する。この
時横板3及び横柱4で構成される四角形におい
て、角A及び角Bはより鈍角となり、角C及び角
Dはより鋭角に変形する。又F2なる外力を矢印
方向より受けると、トレイ状底板1の上面1a及
び横板3、横柱4の上端部で囲まれた平面34
(仮想平面)の平面性はくずれ変形する。と同時
に前記角A,B及び角C,Dも変化する。
When such a structure receives, for example, an external force F 1 from the direction of the arrow, the structure deforms by Δ. At this time, in the quadrilateral formed by the horizontal plate 3 and the horizontal column 4, the angles A and B become more obtuse angles, and the angles C and D become more acute angles. When an external force F 2 is applied in the direction of the arrow, the plane 34 surrounded by the upper surface 1a of the tray-shaped bottom plate 1, the horizontal plate 3, and the upper end of the horizontal column 4
The flatness of the (virtual plane) collapses and deforms. At the same time, the angles A, B and angles C, D also change.

(目的) 本考案はこの様な従来例の構造体の欠点に鑑み
てなされたものであり、柱状の金属板成形品(軽
量形鋼)とトレイ状金属板成形底板とで構成され
る構造体に於て、簡単な構造で剛性を得ることを
目的とするものである。
(Purpose) The present invention was made in view of the shortcomings of conventional structures, and is a structure consisting of a columnar metal plate molded product (lightweight section steel) and a tray-shaped metal plate molded bottom plate. The purpose is to obtain rigidity with a simple structure.

(構成) 以下本考案の一実施例を第2図に基づき説明す
る。
(Structure) An embodiment of the present invention will be described below based on FIG. 2.

図に示すように本考案においてはトレイ状底板
1に対向する面、即ち、構造体の上面において、
横柱4,4間に補強板5を掛け渡したものであ
る。
As shown in the figure, in the present invention, on the surface facing the tray-shaped bottom plate 1, that is, on the upper surface of the structure,
A reinforcing plate 5 is stretched between the horizontal columns 4, 4.

横柱4への締結はネジ又は溶接等適当な手段が
用いられる。図でX印は締結個所を示す。
For fastening to the horizontal column 4, suitable means such as screws or welding are used. In the figure, the X marks indicate the fastening points.

締結は点で締結するだけでなく面でもよい。た
とえば接触面全面に接着剤を塗布し、締結しても
よい。補強板5はその板厚が小さくて良い。例え
ば構造体を構成する金属板が3mmの厚さの時、補
強板の板厚が0.6mmでも良い。
The fastening can be done not only at a point but also on a surface. For example, adhesive may be applied to the entire contact surface and fastened. The reinforcing plate 5 may have a small thickness. For example, when the metal plate constituting the structure is 3 mm thick, the reinforcing plate may have a thickness of 0.6 mm.

前述した通り、外力を受けて構造体が変形する
とき、角度の変化と部材間の相互位置の変化が発
生する。この変化は部材相互間の距離が小さくな
るところと、その割合に比例して大きくなるとこ
ろがある。よつて部材間距離が大きくなるところ
を補強板5によつて規制すれば結果として全体の
剛性改善になる。すなわち補強板5は引張力に耐
えれば良く、よつて座屈を考慮する必要はない。
As mentioned above, when a structure is deformed by an external force, a change in angle and a change in the relative position of the members occur. This change occurs in some cases where the distance between the members becomes smaller and in other cases where it becomes larger in proportion to the distance. Therefore, if the distance between the members increases is restricted by the reinforcing plate 5, the overall rigidity will be improved as a result. That is, the reinforcing plate 5 only needs to withstand tensile force, and therefore there is no need to consider buckling.

そのために補強板5の板厚は他の金属板成形品
の板厚以下で済む。
Therefore, the thickness of the reinforcing plate 5 can be equal to or less than the thickness of other metal plate molded products.

また、この補強板5の面積は構造体上面全域を
被覆する程のものである必要はなく、図に示す様
に隙間があつても一向に差し支えない。
Further, the area of the reinforcing plate 5 does not need to be large enough to cover the entire upper surface of the structure, and there is no problem even if there is a gap as shown in the figure.

第3図は構造体に対する外力F1とそれに応じ
た撓みの関係を示す特性図である。
FIG. 3 is a characteristic diagram showing the relationship between the external force F 1 on the structure and the corresponding deflection.

図において1は補強板5がない場合、2は補強
板5を設けた場合のそれぞれの特性である。
In the figure, 1 is the characteristic when there is no reinforcing plate 5, and 2 is the characteristic when the reinforcing plate 5 is provided.

この特性図から明らかな様に補強板5により構
造体の剛性は著しく改善された。
As is clear from this characteristic diagram, the stiffness of the structure was significantly improved by the reinforcing plate 5.

(効果) 本考案は以上の通り、構造体本体の部材間の距
離を規制するに足るだけの耐引張力を有する補強
板を構造体上面に付加することにより構造体の剛
性を著しく改善することが出来る。また補強板と
上面全面との間に隙間を設ければ構造体の上に設
けられる機構と構造体で構成される内部空間とを
機能的に連結するメカニズム等に於て……有効で
ある。又、補強板により構造体の剛性を確保すれ
ば、本構造体の内外に設置する他の構造物、物品
等は構造体との強度にかかわる締結手段を考慮す
る必要がなくきわめて応用範囲が広い。例えば複
写機に於て構造体で構成する脚部に給紙機構を設
け、構造体の上に設置された複写機本体に用紙の
供給を行う場合等に於て、用紙の通路を確保する
のが容易にできる。
(Effects) As described above, the present invention significantly improves the rigidity of the structure by adding a reinforcing plate to the top surface of the structure that has sufficient tensile strength to regulate the distance between the members of the structure body. I can do it. Furthermore, providing a gap between the reinforcing plate and the entire upper surface is effective in creating a mechanism for functionally connecting a mechanism provided on the structure and an internal space constituted by the structure. In addition, if the rigidity of the structure is ensured by the reinforcing plate, there is no need to consider fastening methods that affect the strength of other structures and articles installed inside and outside the structure, and the range of applications is extremely wide. . For example, in a copying machine, when a paper feeding mechanism is provided on the legs made up of a structural body and paper is supplied to the copying machine body installed on top of the structure, it is necessary to ensure a path for the paper. can be easily done.

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

第1図は従来例に係る構造体を示す外観斜視
図、第2図は本考案の一実施例に係る構造体の外
観斜視図、第3図は外力と撓みの関係を示す特性
図である。 1……トレイ状底板、5……補強板。
FIG. 1 is an external perspective view showing a structure according to a conventional example, FIG. 2 is an external perspective view of a structure according to an embodiment of the present invention, and FIG. 3 is a characteristic diagram showing the relationship between external force and deflection. . 1...Tray-shaped bottom plate, 5...Reinforcement plate.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 成形した金属板成形品ワークを締結して組みた
てた構造体に於て、トレイ状底板に相対する上面
に平面状補強板を付加し、さらにこの平面状補強
板の板厚を他の金属板成形品の板厚の1/2以下と
したことを特徴とする構造体。
In the structure assembled by fastening the molded metal plate molded workpieces, a planar reinforcing plate is added to the upper surface opposite to the tray-shaped bottom plate, and the thickness of this planar reinforcing plate is increased by adding another metal plate. A structure characterized by having a thickness of 1/2 or less of the plate thickness of a plate molded product.
JP18297383U 1983-11-29 1983-11-29 Structure Granted JPS6091043U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18297383U JPS6091043U (en) 1983-11-29 1983-11-29 Structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18297383U JPS6091043U (en) 1983-11-29 1983-11-29 Structure

Publications (2)

Publication Number Publication Date
JPS6091043U JPS6091043U (en) 1985-06-21
JPH0116427Y2 true JPH0116427Y2 (en) 1989-05-15

Family

ID=30396116

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18297383U Granted JPS6091043U (en) 1983-11-29 1983-11-29 Structure

Country Status (1)

Country Link
JP (1) JPS6091043U (en)

Also Published As

Publication number Publication date
JPS6091043U (en) 1985-06-21

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