JPH09234567A - Weld structural body - Google Patents

Weld structural body

Info

Publication number
JPH09234567A
JPH09234567A JP6923996A JP6923996A JPH09234567A JP H09234567 A JPH09234567 A JP H09234567A JP 6923996 A JP6923996 A JP 6923996A JP 6923996 A JP6923996 A JP 6923996A JP H09234567 A JPH09234567 A JP H09234567A
Authority
JP
Japan
Prior art keywords
welding
structural body
steel
angle steels
plates
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
Application number
JP6923996A
Other languages
Japanese (ja)
Inventor
Yukihiko Yasuda
之彦 安田
Yoshio Okabe
義雄 岡部
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.)
Yasuda Kogyo KK
Dengensha Toa Co Ltd
Original Assignee
Dengensha Manufacturing Co Ltd
Yasuda 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 Dengensha Manufacturing Co Ltd, Yasuda Kogyo KK filed Critical Dengensha Manufacturing Co Ltd
Priority to JP6923996A priority Critical patent/JPH09234567A/en
Publication of JPH09234567A publication Critical patent/JPH09234567A/en
Pending legal-status Critical Current

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  • Automatic Assembly (AREA)

Abstract

PROBLEM TO BE SOLVED: To reduce a weight of a structural body having strong rigidity and high precision used for building material, construction, vehicle, ship and other structure. SOLUTION: In a member consisting of plural deck plates or angle steels crossing/arraying in at least two stage stacked and steel plates on the top and bottom, each point, at which the angle steels 1, 2 crossed/arrayed in stages, is spot welded, further, the steel plates 3, 4 arranged on the top/bottom of stage stacked angle steels are joined by resistance welding. By this method, based on a honeycomb structure known as a high rigidity light weight structural body made of thin thickness members, by use of a thin sheet member for structural body constituting elements and joining of members with resistance welding suitable for welding of thin sheet, the light weight structural body to realize strong rigidity and high precision is made possible.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は,強固な剛性と高い
精度を実現する軽構造体に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a light structure which realizes strong rigidity and high accuracy.

【0002】[0002]

【従来の技術】NC加工機に使用される加工テーブル,
パレットの定盤などは加工精度の維持のために,極めて
強固な剛性を備え常に高い精度を保つことが要求され
る。そのための従来の基本技術は例えば,素材の如何を
問わずテーブルの厚みを大にすることなどにより対処し
てきた。言い換えればテーブル寸法の制限内で,質量を
極力大きくすることにより剛性と精度を求めてきた。
2. Description of the Related Art A processing table used in an NC processing machine,
In order to maintain machining accuracy, pallet surface plates, etc. are required to have extremely strong rigidity and always maintain high accuracy. The conventional basic technique for that purpose has dealt with, for example, increasing the thickness of the table regardless of the material. In other words, within the limits of the table dimensions, we have sought rigidity and accuracy by maximizing the mass.

【0003】しかし,この結果は必然的に重量が大とな
る欠点がある。
However, this result has a drawback that the weight is inevitably large.

【0004】また,最近のコンピュータ室やOA機器を
使用するオフィスではコンピュータ等に繋ぐワイヤケー
ブルの配線を外から見えなくするため,床下または天井
の厚みを大きくしてその厚みの中に配管を通しケーブル
配線を施している。
Further, in recent computer rooms and offices using OA equipment, in order to make the wiring of the wire cables connected to computers and the like invisible from the outside, the thickness of the underfloor or ceiling is increased and piping is inserted through the thickness. Cable wiring is applied.

【0005】しかし,床下構造物や天井構造物を厚くす
ることは,建築構造に使用する床材や天井部材の軽量化
に制約があること,強固な剛性を得るための構造設計と
ケーブル配線可能な構造とを一致させるのが現実的には
困難である。
However, increasing the thickness of the underfloor structure or the ceiling structure imposes restrictions on the weight reduction of the floor material and ceiling member used in the building structure, and enables structural design and cable wiring to obtain a strong rigidity. It is practically difficult to match such a structure.

【0006】[0006]

【発明が解決しようとする課題】本発明が解決しようと
する課題は,建築,土木,車両,船舶,その他の構造物
に使用される強固な剛性と高い精度を有する構造体の軽
量化である。
The problem to be solved by the present invention is to reduce the weight of a structure having strong rigidity and high accuracy used for construction, civil engineering, vehicles, ships, and other structures. .

【0007】[0007]

【課題を解決するための手段】そこで,本発明が講じた
技術的手段は,少なくとも二段重ねに交差して重ね合わ
せたデッキプレートまたは交差整列させた複数の山形鋼
とその上下に鋼板が配置された部材構成において,前記
デッキプレートまたは山形鋼の交差する各点がそれぞれ
溶接され,しかもその積み重ねたデッキプレートまたは
山形鋼と上下に配置された鋼板とが溶接により結合され
ていることを特長とする。
In view of the above, the technical means taken by the present invention are as follows. At least two deck plates are crossed and superposed on each other, or a plurality of cross-aligned chevron steels and steel plates are arranged above and below the chevron steels. In the above member structure, the intersecting points of the deck plate or the angle steel are respectively welded, and the stacked deck plates or angle steel and the steel plates arranged above and below are joined by welding. To do.

【0008】本発明によれば,薄板厚の部材で作られた
剛性の高い軽構造体として知られるいわゆるハニカム構
造類似の思考により,構造体構成要素として薄板厚の部
材の使用と薄板材の溶接に適した溶接による部材の結合
により,強固な剛性と高い精度を実現する軽構造体の実
現を可能にした。
According to the present invention, the use of a thin plate member as a structural element and the welding of a thin plate material are carried out by a concept similar to a so-called honeycomb structure known as a light structure having high rigidity made of a thin plate member. By joining the members by welding, which is suitable for, it has become possible to realize a lightweight structure that achieves strong rigidity and high accuracy.

【0009】[0009]

【実施例】以下に本発明の実施例を図面に基づいて説明
する。図1は,本発明の軽構造体の部材配置の1実施例
である。本実施例においては山形鋼1及び山形鋼2は等
辺山形鋼を例に使用したもので,これら複数の山形鋼が
整列されて互いに交差して配置されている。3,4はそ
の上下に配置された鋼板を示す。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is one embodiment of the member arrangement of the light structure of the present invention. In this embodiment, the angle steel 1 and the angle steel 2 are equilateral angle steels as an example, and a plurality of angle steels are aligned and arranged to intersect each other. Reference numerals 3 and 4 denote steel plates arranged above and below the steel plates.

【0010】図2は,二段積みに交差配置された山形鋼
の交差点の抵抗溶接部5,及び山形鋼と上下に配置され
た鋼板との抵抗溶接部6を示す。山形鋼同志の溶接はプ
ロジェクション溶接が行われ,山形鋼と鋼板の間の溶接
も一種のプロジェクション溶接が行われている。同図の
他の実施例として,一部にはアーク溶接構造を採用して
も良い。
FIG. 2 shows the resistance welds 5 at the intersections of the angle steels which are arranged in a double stack and the resistance welds 6 between the angle steels and the steel plates which are arranged one above the other. Projection welding is used for welding of angle steel members, and a type of projection welding is also used for welding between angle steel and steel plates. As another embodiment of the figure, an arc welding structure may be partially used.

【0011】本発明の軽構造体の製造にあたり以下の実
験値に基づいて溶接試験を行った。 ○ 山形鋼と鋼板の溶接条件は一点あたり 鋼板 : 3.2mm 山形鋼: 3×30×30(mm) 溶接電流: 8,000A 加圧力 : 240Kgf 通電時間: 20 サイクル ○ 山形鋼同志の溶接条件は一点あたり 溶接電流: 3,000A 加圧力 : 100kgf 通電時間: 40サイクル
In manufacturing the light structure of the present invention, a welding test was conducted based on the following experimental values. ○ Welding condition for angle steel and steel plate per point Steel plate: 3.2mm Angle steel: 3 × 30 × 30 (mm) Welding current: 8,000A Pressurization force: 240Kgf Energizing time: 20 cycles ○ Welding condition for angle steel is per point Welding current: 3,000A Pressurizing force: 100kgf Energizing time: 40 cycles

【0012】以上の溶接条件による結果によると,溶接
部の強さは破壊試験の結果の溶着面積から推定して,溶
接部5は 400kgf 以上, 溶接部6は 2000kgf以上の一点
あたりの強度が確保できる。
According to the results of the above welding conditions, the strength of the welded portion is estimated from the welded area as a result of the fracture test, and the welded portion 5 has a strength of 400 kgf or more and the welded portion 6 has a strength of 2000 kgf or more. it can.

【0013】なお,この実施例では整列された山形鋼1
及び山形鋼2が直角に交差して配置されているが,これ
は任意の角度で交差してもよく,その場合には山形鋼同
志が交わる面積は直交の場合よりは大きくなるので,溶
接面積が増して強度的には有利になる。
In addition, in this embodiment, the angle steels 1 aligned are arranged.
And the angle steels 2 are arranged to intersect at right angles, but this may intersect at any angle, in which case the area where the angle steels intersect will be larger than in the case of being orthogonal, so the welding area Is increased, which is advantageous in strength.

【0014】図3,図4は二段クロス配置の山形鋼の別
の配置姿勢を示す実施例である。
FIGS. 3 and 4 show an embodiment showing another arrangement posture of the angle steel in the two-stage cross arrangement.

【0015】図5は鋼板3と鋼板4との間に山形鋼を三
段重ねにクロスした溶接構造体の変形例である。
FIG. 5 shows a modified example of a welded structure in which angle steel is crossed in three layers between the steel plates 3 and 4.

【0016】[0016]

【発明の効果】以上説明したように本発明の溶接構造体
は,その構成要素に薄板の部材として容易に入手できる
安価な山形鋼またはJIS G 3352「デッキプレ
ート」のような鋼帯を使用し,薄板材の溶接に適した溶
接を巧みに適用することによって,建築,土木,車両,
その他の構造物に使用される大きな剛性と高い精度を実
現するいわばハニカム類似構造の軽構造体を可能にし
た。とくに建築材としては,コンピュータ,OA機器等
のワイヤケーブルを構造体の内部空間に容易に収納配線
することができ,室内外観を損なわない建築材の床材及
び天井素材の軽構造物として最適である。
As described above, the welded structure of the present invention uses, as its constituent elements, an inexpensive angle steel easily available as a thin plate member or a steel strip such as JIS G 3352 "deck plate". , By applying welding that is suitable for welding thin plate materials, construction, civil engineering, vehicles,
It has become possible to realize a so-called honeycomb-like light structure that achieves high rigidity and high precision used for other structures. Especially as a building material, wire cables for computers, office automation equipment, etc. can be easily stored and wired in the internal space of the structure, and it is ideal as a light structure for building floor and ceiling materials that does not impair the interior appearance. is there.

【0017】実施例はこの軽構造体の可能性を証明した
もので,実施例に示した部材寸法に何ら制約を受けるも
のではない。抵抗溶接は薄板材に適した方法ではある
が,本発明の溶接組み立て方法は溶接を巧みに適用して
いるので,溶接機の容量さえあれば部材の板厚の制限は
ないと考えてよい。従って,山形鋼や上下の鋼板の板厚
をアップしたり,山形鋼をクロスして何段にも積み重ね
た溶接組み立て構造にすれば,実施例より更に大きな剛
性を持つ構造体が可能である。
The embodiment proves the possibility of this light structure, and the member dimensions shown in the embodiment are not restricted at all. Although resistance welding is a method suitable for thin plate materials, since the welding assembly method of the present invention skillfully applies welding, it can be considered that the plate thickness of the member is not limited as long as the capacity of the welding machine is available. Therefore, by increasing the thickness of the angle steel or the upper and lower steel plates, or by forming a welded assembly structure in which the angle steel is crossed and stacked in multiple stages, a structure having greater rigidity than that of the embodiment is possible.

【0018】更に,軽構造部材として山形鋼を使用して
みたが,山形鋼を整列させる代わりに,鋼板を連続的に
山形に成形した波板や或いはJIS G 3352「デ
ッキプレート」のような形状素材などを使用する場合に
は,プレートのクロスした面が平坦であってもプロジェ
クション溶接に必要な突起を設けるだけで本発明を適用
することができる。
Further, although the angle steel was used as the light structural member, instead of aligning the angle steel, a corrugated plate formed by continuously forming a steel plate into a mountain shape or a shape such as JIS G 3352 "deck plate". When a material or the like is used, the present invention can be applied only by providing projections necessary for projection welding even if the crossed surface of the plate is flat.

【0019】また,本発明の溶接組み立て方法によれ
ば,実施例のような構造の軽構造体において,より小さ
なより軽い構造体も抵抗溶接を用いて,容易に経済的に
組み立てることができる
Further, according to the welding and assembling method of the present invention, in the light structure having the structure as in the embodiment, a smaller and lighter structure can be easily and economically assembled by using resistance welding.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の軽構造体の部材配置の実施例である。FIG. 1 is an example of member arrangement of a light structure of the present invention.

【図2】本発明の軽構造体の抵抗溶接箇所を示す実施例
である。
FIG. 2 is an example showing resistance welding points of the light structure of the present invention.

【図3】本発明の軽構造体の山形鋼の別の配置姿勢を示
す実施例である。
FIG. 3 is an embodiment showing another arrangement posture of the angle steel of the light structure of the present invention.

【図4】本発明の軽構造体の山形鋼の向きを変えてクロ
スさせた場合の他の配置例を示す実施例である。
FIG. 4 is an embodiment showing another example of arrangement when the angle steel of the light structure of the present invention is changed in the direction and crossed.

【図5】本発明の軽構造体の山形鋼を三段にクロスさせ
た場合の他の配置例を示す実施例である。
FIG. 5 is an embodiment showing another example of arrangement when the angle steel of the light structure of the present invention is crossed in three steps.

【符号の説明】[Explanation of symbols]

1・・・ 山形鋼 2・・・ 山形鋼 3・・・ 鋼板 4・・・ 鋼板 5・・・ 抵抗溶接部 6・・・ 抵抗溶接部 1 ... Angle steel 2 ... Angle steel 3 ... Steel plate 4 ... Steel plate 5 ... Resistance welding part 6 ... Resistance welding part

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 少なくとも二段重ねに交差して重ね合わ
せたデッキプレートまたは交差整列させた複数の山形鋼
とその上下に鋼板が配置された部材構成において,前記
デッキプレートまたは山形鋼の交差する各点がそれぞれ
溶接され,しかもその積み重ねたデッキプレートまたは
山形鋼と上下に配置された鋼板とが溶接により結合され
ていることを特徴とする構造体。
1. In a member structure in which at least two deck plates are crossed and overlapped to overlap each other, or a plurality of cross-aligned angle steels and steel plates are arranged above and below the angle plate steels, each of the deck plates or angle steels intersects each other. A structure characterized in that points are welded to each other, and the stacked deck plates or chevron steel and steel plates arranged above and below are joined by welding.
JP6923996A 1996-02-29 1996-02-29 Weld structural body Pending JPH09234567A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6923996A JPH09234567A (en) 1996-02-29 1996-02-29 Weld structural body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6923996A JPH09234567A (en) 1996-02-29 1996-02-29 Weld structural body

Publications (1)

Publication Number Publication Date
JPH09234567A true JPH09234567A (en) 1997-09-09

Family

ID=13397011

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6923996A Pending JPH09234567A (en) 1996-02-29 1996-02-29 Weld structural body

Country Status (1)

Country Link
JP (1) JPH09234567A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8136464B1 (en) 2008-08-18 2012-03-20 Barbier Brian K C-fast system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8136464B1 (en) 2008-08-18 2012-03-20 Barbier Brian K C-fast system

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