JPH1066208A - Structure of housing framework - Google Patents
Structure of housing frameworkInfo
- Publication number
- JPH1066208A JPH1066208A JP8217669A JP21766996A JPH1066208A JP H1066208 A JPH1066208 A JP H1066208A JP 8217669 A JP8217669 A JP 8217669A JP 21766996 A JP21766996 A JP 21766996A JP H1066208 A JPH1066208 A JP H1066208A
- Authority
- JP
- Japan
- Prior art keywords
- pillar
- frame
- plate
- ceiling
- base frame
- 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.)
- Granted
Links
Landscapes
- Cabinets, Racks, Or The Like Of Rigid Construction (AREA)
- Casings For Electric Apparatus (AREA)
- Patch Boards (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、たとえば配電盤
や制御盤などに適用される直方体状筐体の全稜線部に対
応する骨組みに、ベース板と天井板を付設した構造であ
って、とくに寸法や直角度の組立精度が良く出せ、しか
も製作コストの削減が図れる筐体の骨組み構造に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure in which a base plate and a ceiling plate are attached to a frame corresponding to all ridges of a rectangular parallelepiped housing applied to, for example, a switchboard or a control panel. The present invention relates to a frame structure of a housing that can achieve high accuracy in assembling at a right angle and reduce the manufacturing cost.
【0002】[0002]
【従来の技術】従来の配電盤や制御盤などに適用される
直方体状筐体の骨組み構造は、大別して、(1) 溶接によ
る方法、(2) ボルト(ネジ)締結による方法、(3) 接着
による方法、等で製作されてきた。2. Description of the Related Art The frame structure of a rectangular parallelepiped housing applied to a conventional switchboard or control panel can be roughly classified into (1) a method by welding, (2) a method by bolt (screw) fastening, and (3) bonding. Has been produced by the method described above.
【0003】[0003]
【発明が解決しようとする課題】従来の三つの方法に
は、それぞれ次に述べるような欠点がある。 (1) 溶接による方法には、溶接時の局所加熱によって
寸法や直角度に狂いが生じやすく、また表面を損なう溶
接痕が生じる。したがって、その修正・除去のために機
械的修正と表面仕上げによる修正がおこなわれるが、こ
れには熟練と工数を要する、溶接の作業環境が悪い、
溶接による組立工程後に塗装工程がおこなわれ、しか
も大形になるから工程間の輸送コストがかかる。The three conventional methods have the following disadvantages. (1) In the welding method, the dimensions and the squareness are likely to be out of order due to local heating during welding, and welding marks that damage the surface are generated. Therefore, in order to correct and remove it, mechanical correction and surface finish correction are performed, but this requires skill and man-hours, poor welding work environment,
The painting process is performed after the assembling process by welding, and the size of the painting process increases, so that transportation costs between processes are required.
【0004】(2) ボルト締結による方法には、本質的
に存在するボルトと貫通穴との隙間による組立精度の低
下が避けられない、接合箇所にボルト,座金,バネ座
金,ナットなどの部品の組を要するから、全作業に非常
に多くの部品点数を要する、ネジ締結に係る作業品質
維持のために面倒なトルク管理が必須である。 (3) 接着による方法には、接着作業のために関係部材
の固定治具や仮固定用のネジ立てなど面倒な準備作業を
要する、接着剤の調合・供給作業が面倒であり、一定
の硬化時間を要し、はみ出した接着剤の除去が面倒であ
る、接着面積をとるための設計を必要とする。(2) In the method using bolts, it is unavoidable that the assembly accuracy is reduced due to the gap between the bolts and the through-holes, which are essentially present. Since a group is required, an extremely large number of parts are required for all operations, and troublesome torque management is indispensable for maintaining operation quality related to screw fastening. (3) The method of bonding requires troublesome preparation work such as fixing jigs for the related members and tapping for temporary fixing for the bonding work. It requires time and a design to take up the bonding area where removal of the protruding adhesive is cumbersome.
【0005】要するに、従来方法に共通して言えること
は、骨組みの組立精度(寸法,直角度)が悪く、一般に
その修正作業が困難なので、結果的に組立精度が若干悪
いままで残って製品の品質を低下させ、かつその修正の
ために作業者の高度な熟練と多くの作業工数を必要とし
て全体コストを増大させることである。この発明が解決
しようとする課題は、従来の技術がもつ以上の問題点を
解消して、寸法や直角度の組立精度が良く出せ、しかも
製作コストの削減が図れる筐体の骨組み構造を提供する
ことにある。[0005] In short, what can be said in common with the conventional method is that the assembling accuracy (dimensions, squareness) of the skeleton is poor and the repair work is generally difficult. To reduce the quality and increase the overall cost by requiring a high level of skill of the operator and many man-hours for the correction. The problem to be solved by the present invention is to solve the above-mentioned problems of the prior art, and to provide a frame structure of a housing capable of achieving high dimensional and square assembly accuracy and reducing manufacturing costs. It is in.
【0006】[0006]
【課題を解決するための手段】この発明は、直方体状筐
体の全ての稜線部に対応する骨組みに、ベース板と天井
板を付設した構造であって、それぞれ同じ方形状のベー
ス枠および天井枠と、ベース枠,天井枠それぞれの対応
する各隅同士を連結する柱の4個と、柱の各端部とリベ
ット締結されるコーナー押圧具とを備え、その柱は、そ
の断面が中空方形で、その内側の角を含んでこれに連接
する各辺の所定中間位置までが削除された方形筒体をな
す板状部材であり、ベース枠,天井枠は、それぞれベー
ス板,天井板のいずれかとしての方形状平面部分(ベー
ス板,天井板に相当する)と、その各辺部に連接された
L字形の折り返し部分とが一体的に形成され、平面部分
の各角部の折り返し部分だけが柱の断面に対応して方形
状に削除された板状部材であり、コーナー押圧具は、柱
の各端部で、その内側の二辺部の表面と接触するL字形
部分と、その各端部から直角に伸びてベース枠,天井枠
それぞれの折り返し部分の底面と接触する平面部分とが
一体的に形成された板状部材であり、柱とコーナー押圧
具の接触部には、それぞれに位置決め用のエンボス部が
形成されるとともに、そこにリベット貫通用の穴が設け
られ、柱の削除部分に係る二つの各縁部を、それぞれベ
ース枠,天井枠の各折り返し部分と、たとえば縁部を溝
に挿入する形で嵌め込み結合するとともにコーナー押圧
具を柱にリベット締結することにより、ベース枠,天井
枠それぞれをコーナー押圧具と柱とで挟圧固定する、と
いう構成である。The present invention has a structure in which a base plate and a ceiling plate are attached to a frame corresponding to all ridges of a rectangular parallelepiped housing, and the base frame and the ceiling have the same rectangular shape. The frame includes four pillars connecting the corresponding corners of the base frame and the ceiling frame to each other, and a corner pressing tool to be riveted to each end of the pillar. The pillar has a hollow rectangular cross section. The base frame and the ceiling frame are plate-like members each having a rectangular cylindrical shape with a predetermined intermediate position of each side including and including the inner corner thereof removed. A square planar portion (corresponding to a base plate and a ceiling plate) and an L-shaped folded portion connected to each side thereof are integrally formed, and only a folded portion at each corner of the planar portion is formed. Plate with squares removed corresponding to the section of the column The corner pressing tool is an L-shaped part which is in contact with the surface of the inner two sides at each end of the pillar, and a folded part of the base frame and the ceiling frame which extends at a right angle from each end thereof. Is a plate-like member integrally formed with a flat portion that contacts the bottom surface of the column. At the contact portion between the pillar and the corner pressing tool, an embossing portion for positioning is formed respectively, and there is a rivet penetration there. Holes are provided, and each of the two edges related to the removed portion of the pillar is fitted and connected to each of the folded portions of the base frame and the ceiling frame, for example, by inserting the edges into the grooves, and the corner pressing tool is attached to the pillar. The base frame and the ceiling frame are clamped and fixed by the corner pressing tool and the column by rivet fastening.
【0007】また、この発明は、コーナー押圧具が、高
剛性構造の板状部材、たとえば板厚を厚くしたり、また
は補強用の折曲げ部やリブを設けた板状部材である、こ
とが好ましい。したがって、この発明では、4個の柱の
各端部を、ベース枠,天井枠それぞれの各角部の削除部
分(中空部分)に嵌め込むとともに、柱の削除部分に係
る二つの各縁部を、ベース枠,天井枠それぞれの折り返
し部分に、たとえば縁部を溝に挿入する形で嵌め込む。
次に、コーナー押圧具を柱にリベット締結することによ
って、ベース枠,天井枠それぞれを位置決めされたコー
ナー押圧具と柱とで挟圧固定し、ベース枠,天井枠それ
ぞれと柱の直角度を精度良く出すことができる。ここ
で、コーナー押圧具が高剛性構造の板状部材であるとき
には、その弾性変形が抑えられるから、直角度の精度出
しを支援することができる。Further, according to the present invention, the corner pressing tool may be a plate-like member having a high rigidity structure, for example, a plate-like member having a thicker plate or provided with a bent portion or a rib for reinforcement. preferable. Therefore, according to the present invention, each end of the four pillars is fitted into the removed portion (hollow portion) of each corner of the base frame and the ceiling frame, and two edges of the pillar are removed. Then, the base frame and the ceiling frame are fitted into the folded portions, for example, by inserting the edges into the grooves.
Next, by riveting the corner pressing tool to the pillar, each of the base frame and the ceiling frame is clamped and fixed between the positioned corner pressing tool and the pillar, and the squareness of the base frame, the ceiling frame, and the pillar is accurately determined. I can put it out well. Here, when the corner pressing tool is a plate-like member having a high rigidity structure, its elastic deformation is suppressed, so that it is possible to assist in obtaining the right angle accuracy.
【0008】[0008]
【発明の実施の形態】この発明に係る実施例を以下に図
を参照しながら説明する。まず、実施例の全体的外観に
ついて、その斜視図である図5を参照しながら説明す
る。図5において、この実施例は、たとえば配電盤や制
御盤などに適用される直方体状筐体の全稜線部に対応す
る骨組み、つまりベース枠20の各折り返し部分(枠)2
2,23 の相対する部分を含めて合計4個と、天井枠30の
各折り返し部分(枠)32,33 の相対する部分を含めて合
計4個と、柱10の4個とに、下部の平面部分(ベース
板)21と、上部の平面部分(天井板)31を付設した構造
である。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment according to the present invention will be described below with reference to the drawings. First, the overall appearance of the embodiment will be described with reference to FIG. 5 which is a perspective view thereof. In FIG. 5, this embodiment is a framework corresponding to all ridges of a rectangular parallelepiped housing applied to, for example, a switchboard or a control panel, that is, each folded portion (frame) 2 of the base frame 20.
A total of four including the opposing portions of 2,23, a total of four including the opposing portions of the folded portions (frames) 32,33 of the ceiling frame 30, and four of the pillars 10, This is a structure in which a flat portion (base plate) 21 and an upper flat portion (ceiling plate) 31 are provided.
【0009】図1は実施例の要部(図5のA部)の斜視
図、図2は実施例の要部の平面図である。ここでは、柱
10の下端部と、ベース枠20の手前側の一隅部と、コーナ
ー押圧具40を代表的に示してあるが、天井枠30に関して
も同様の構成である。この骨組み構造は、方形状のベー
ス枠20と、図示してない天井枠30(図5参照)と、それ
ぞれの対応する各隅同士を連結する柱10の4個と、柱10
の上下の各端部とリベット締結されるコーナー押圧具40
とからなる。FIG. 1 is a perspective view of a main part (part A in FIG. 5) of the embodiment, and FIG. 2 is a plan view of a main part of the embodiment. Here, pillar
Although the lower end portion of 10, the one corner on the near side of the base frame 20, and the corner pressing tool 40 are shown as representatives, the ceiling frame 30 has the same configuration. The frame structure includes a square base frame 20, a ceiling frame 30 (not shown) (see FIG. 5), four pillars 10 connecting respective corresponding corners, and four pillars 10.
Corner presser 40 that is riveted to each of the upper and lower ends
Consists of
【0010】柱10は、その断面が中空方形で、その内側
の角から、向こう側の長辺の所定中間位置までが削除さ
れた、ほぼ方形筒体をなす板状部材である。ベース枠20
は、概略的に言えば、方形の平面部分の各辺部にL字形
の枠部分が連接された形状の板状部材である。詳しく
は、方形状平面部分(ベース板)21と、その各辺部に連
接されたL字形の折り返し部分(枠)22,23 (相対する
辺部にもある)とが一体的に形成され、しかも平面部分
21の各角部の折り返し部分22,23 だけが柱10の断面に対
応して方形状に削除されている。また、この削除部分に
隣接する各折り返し部分22,23 にそれぞれ突起24とスリ
ット状の溝25が形成される。The pillar 10 is a plate-like member having a substantially rectangular cylindrical shape, having a hollow rectangular cross section and a portion from an inner corner to a predetermined intermediate position of a long side on the other side thereof is deleted. Base frame 20
Is a plate-like member having a shape in which an L-shaped frame portion is connected to each side of a rectangular planar portion. Specifically, a square planar portion (base plate) 21 and L-shaped folded portions (frames) 22 and 23 (also located on opposite sides) connected to respective sides thereof are integrally formed, Moreover, the plane part
Only the folded portions 22 and 23 of each corner of 21 are deleted in a square shape corresponding to the cross section of the pillar 10. Further, a projection 24 and a slit-like groove 25 are formed on each of the folded portions 22 and 23 adjacent to the deleted portion.
【0011】コーナー押圧具40は、柱10の各端部で、そ
の内側の二辺部の表面と接触するL字形部分41と、その
各端部から直角に伸びてベース枠20の各折り返し部分2
2,23の底面と接触する各平面部分42,43 とが一体的に形
成された、2段L字形の板状部材である(図2参照)。
コーナー押圧具40には剛性をもたせるために、板厚を他
の柱10やベース枠20より厚くし、しかもL字形部分41と
各平面部分42,43 の縁には押圧に対する補強用の折曲部
46,47,48がそれぞれ一体的に付設される。The corner pressing tool 40 has an L-shaped portion 41 at each end of the pillar 10 which is in contact with the surface of two inner sides thereof, and a bent portion of the base frame 20 which extends at a right angle from each end. Two
This is a two-stage L-shaped plate-like member in which the flat portions 42 and 43 that come into contact with the bottom surfaces of the members 2 and 23 are integrally formed (see FIG. 2).
In order to impart rigidity to the corner pressing member 40, the plate thickness is made thicker than the other pillars 10 and the base frame 20, and the edges of the L-shaped portion 41 and the flat portions 42, 43 are bent for reinforcement against pressing. Department
46, 47, and 48 are integrally provided.
【0012】柱10とコーナー押圧具40の接触部には、そ
れぞれに位置決め用のエンボス部が形成されるととも
に、そこにリベット貫通用の穴が設けられる。すなわ
ち、柱10には、向こう側の短辺部と、左側の長辺部で削
除されて残った部分とに、それぞれエンボス部14と穴14
a の組の2組、エンボス部15と穴15a の組の2組が形成
され、これに対応してコーナー押圧具40には、L字形部
分41の各脚部に、それぞれエンボス部44と穴44a の組の
2組、エンボス部45と穴45a の組の2組が形成される。
なお図2において、この実施例では、柱10の内側の角か
ら長辺部だけが削除され、短辺部は削除されてない、言
い換えれば短辺部の削除は角の位置までに止めてある。
これは、短辺部の削除をすると、後述するリベット締結
に必要な長さが短辺部側にとれなくなるためで、あくま
で設計上の問題である。要は削除によって長短の各辺
に、後述する嵌め込みに必要な縁部を形成するのが眼目
であるから、一般的には、内側の角を含んでこれに連接
する長短の各辺の所定中間位置までが削除される。An embossing portion for positioning is formed in each of the contact portions between the pillar 10 and the corner pressing tool 40, and a hole for rivet penetration is provided there. That is, the pillar 10 has an embossed portion 14 and a hole 14 at the short side on the other side and the portion left and removed on the long side on the left side.
a, and two sets of a set of an embossed portion 15 and a hole 15a are formed. Correspondingly, the corner pressing tool 40 has an embossed portion 44 and a hole formed on each leg of the L-shaped portion 41, respectively. Two sets of a set of 44a and two sets of a set of an embossed portion 45 and a hole 45a are formed.
In FIG. 2, in this embodiment, only the long side is deleted from the inside corner of the pillar 10 and the short side is not deleted. In other words, the deletion of the short side is stopped at the corner position. .
This is a design problem only, because if the short side is deleted, the length required for rivet fastening described later cannot be provided on the short side. In essence, since it is an eye to form an edge necessary for fitting to be described later on each of the long and short sides by deletion, in general, a predetermined intermediate portion of each of the long and short sides connected to this including the inner corner is included. The position is deleted.
【0013】以上の各部材の組み立ては次のようにおこ
なわれる。まず、柱10の二つの各縁部11,12 に予め各溝
18,19 を形成し、この各溝18,19 の箇所で各縁部11,12
を、ベース枠20の各折り返し部分22,23 に形成した突起
24と溝25にそれぞれ嵌め込んで、いわゆる嵌め込み結合
をとる。次に、コーナー押圧具40を実線位置から破線位
置まで矢印方向に移動させ、柱10と対応するエンボス部
同士を嵌合させて位置決めし、共通な穴を介してリベッ
ト50を貫通させてリベット締結する(図2のB部参
照)。リベット締結することによって、ベース枠20を、
エンボス部同士の嵌合によって位置決めされたコーナー
押圧具40と柱10とで挟圧固定し、同時にベース枠20に対
する柱10の直角度を精度良くすることができる。なお、
このリベット締結については、詳しく後述する。The assembling of the above members is performed as follows. First, each groove 11 and 12 of the pillar 10 should be
18 and 19, and each edge 11 and 12 at each groove 18 and 19
Are formed on the folded portions 22 and 23 of the base frame 20.
The so-called fitting connection is obtained by fitting into the groove 24 and the groove 25, respectively. Next, the corner presser 40 is moved in the direction of the arrow from the solid line position to the broken line position, the pillar 10 and the corresponding embossed portion are fitted and positioned, and the rivet 50 is pierced through a common hole and rivet fastening is performed. (See part B in FIG. 2). By rivet fastening, the base frame 20 is
The corner presser 40 positioned by the fitting of the embossed portions and the column 10 are clamped and fixed, and at the same time, the perpendicularity of the column 10 to the base frame 20 can be improved with high accuracy. In addition,
The rivet setting will be described later in detail.
【0014】リベット締結について、図3と図4を参照
しながら説明する。図3はリベット締結箇所(図2のB
部)の締結前の断面図、図4はリベット締結箇所の締結
後の断面図である。図3において、リベット締結するた
めには、リベット50とこれを貫通する締結用の補助材51
の組を締結用ユニットとし、別に図示してない専用の締
結工具が用いられる。リベット50は、丸形頭部と胴体か
らなる一体構造で、その軸線方向に貫通穴があけられ
る。補助材51は、リベット50の胴体と同じ直径の円柱状
右端部と、左側の直径のやや小さい軸部分からなる一体
構造で、その軸部分がリベット50を貫通して一つのユニ
ットを構成する。補助材51で、右端部と軸部分の段差箇
所に斜面が形成さる。その右端面の斜面は単なる面取り
である。さて、リベット50と補助材51からなる締結用ユ
ニットを、各エンボス部15,45 同士を嵌め合わせて位置
決めされたコーナー押圧具40と柱10の左側から、同軸の
各穴15a,45a に挿入し貫通させる(図は貫通前)。The rivet setting will be described with reference to FIGS. 3 and 4. FIG. 3 shows a rivet fastening point (B in FIG. 2).
FIG. 4 is a cross-sectional view of the rivet fastening portion after fastening. In FIG. 3, in order to fasten a rivet, a rivet 50 and an auxiliary member 51 for fastening which penetrates the rivet 50 are provided.
Is a fastening unit, and a dedicated fastening tool (not shown) is used. The rivet 50 has an integral structure including a round head and a body, and has a through hole in the axial direction thereof. The auxiliary member 51 has an integral structure including a cylindrical right end portion having the same diameter as the body of the rivet 50 and a shaft portion having a slightly smaller diameter on the left side, and the shaft portion penetrates the rivet 50 to constitute one unit. With the auxiliary member 51, a slope is formed at the step between the right end and the shaft portion. The slope at the right end is just a chamfer. Now, the fastening unit composed of the rivet 50 and the auxiliary material 51 is inserted into the coaxial holes 15a, 45a from the left side of the pillar 10 and the corner pressing tool 40 positioned by fitting the respective embossed portions 15, 45 together. Penetrate (before penetration in figure).
【0015】図4において、図示してない締結工具によ
って、リベット50の頭部をコーナー押圧具40の左側面に
押し付けながら、補助材51を左側の軸部分で把持して左
方向に牽引し、右端部の左斜面を介してリベット50の胴
体の右端部を外方に押し広げると同時に、補助材51の背
面側に残る部分を拡大させてコーキングし、コーナー押
圧具40と柱10を締結する。締結終了後に、リベット50の
頭部から左側に突出した、補助材51の軸部分が切断除去
され、補助材51の右端部はリベット50のコーキング部分
とともに圧着残留して図示の状態になる。In FIG. 4, while the head of the rivet 50 is pressed against the left side surface of the corner pressing tool 40 by a fastening tool (not shown), the auxiliary member 51 is gripped by the left shaft portion and pulled leftward. At the same time, the right end of the body of the rivet 50 is pushed outward through the left slope of the right end, and at the same time, the portion remaining on the back side of the auxiliary material 51 is enlarged and caulked, and the corner presser 40 and the pillar 10 are fastened. . After the fastening is completed, the shaft portion of the auxiliary member 51, which protrudes to the left from the head of the rivet 50, is cut and removed, and the right end of the auxiliary member 51 is crimped together with the caulking portion of the rivet 50 to the state shown in the figure.
【0016】[0016]
【発明の効果】この発明によれば、寸法や直角度の組立
精度が良く出せ、しかも製作コストの削減が図れる、と
いう基本的な効果がある。その要因は、精度良く加工さ
れた部材同士を嵌め込み結合とリベット締結によって常
温で組み立てた点にある。すなわち、4個の柱の各端部
を、ベース枠,天井枠それぞれの各角部の中空部分に嵌
め込むとともに、柱の削除した二つの各縁部を、ベース
枠,天井枠それぞれの折り返し部分に嵌め込み、次にコ
ーナー押圧具を柱にリベット締結することによって、ベ
ース枠,天井枠それぞれを、エンボス部を介して正確に
位置決めされたコーナー押圧具と柱とで挟圧固定する。
したがって、そのままで寸法や直角度の組立精度が良く
出せ、修正作業が不要であるから、作業者の高度な熟練
も多くの作業工数も不要となって、製作コストの削減が
可能になる。また、コーナー押圧具を高剛性構造にする
ことで組立精度の向上が支援される。According to the present invention, there is a basic effect that the assembling accuracy of dimensions and squareness can be improved, and the manufacturing cost can be reduced. The cause is that the members processed with high precision are assembled at room temperature by fitting and riveting. That is, the respective ends of the four pillars are fitted into the hollow portions of the respective corners of the base frame and the ceiling frame, and the two removed edges of the pillars are folded into the folded portions of the base frame and the ceiling frame, respectively. Then, the base frame and the ceiling frame are clamped and fixed by the corner pressing tool and the column accurately positioned via the embossed portion by riveting the corner pressing tool to the column.
Therefore, assembling accuracy of dimensions and squareness can be obtained as it is, and no repair work is required. Therefore, a high level of skill and a large number of man-hours are not required for the worker, and the production cost can be reduced. In addition, by making the corner pressing tool have a high rigidity structure, improvement of the assembling accuracy is supported.
【0017】その他の付随的な効果として、各部材を予
め塗装,メッキ等の表面仕上げし、その部材の状態で組
立作業場まで輸送するから、従来の組立状態での輸送と
異なって、輸送による表面損傷の恐れが抑えられ、かつ
工程間の輸送コストが削減される。また、作業管理の面
倒な溶接や、ボルト(ネジ)締結、接着剤による結合に
よらないから、作業者の技能による品質のバラツキが少
なくなる(品質の安定化)。Another additional effect is that each member is preliminarily surface-finished by painting, plating, etc., and is transported to the assembly workplace in the state of the member. The risk of damage is reduced and the transportation costs between steps are reduced. In addition, since there is no need for troublesome welding for work management, bolt (screw) fastening, or bonding with an adhesive, variations in quality due to the skill of the operator are reduced (quality stabilization).
【図1】この発明に係る実施例の要部の斜視図FIG. 1 is a perspective view of a main part of an embodiment according to the present invention.
【図2】実施例の要部の平面図FIG. 2 is a plan view of a main part of the embodiment.
【図3】リベット締結箇所の締結前の断面図FIG. 3 is a sectional view of a rivet fastening portion before fastening.
【図4】リベット締結箇所の締結後の断面図FIG. 4 is a sectional view of the rivet fastening location after fastening.
【図5】実施例の斜視図FIG. 5 is a perspective view of the embodiment.
10 柱 11,12 縁部 14,15 エンボス部 14a,15a 穴 18,19 溝 20 ベース枠 21 平面部分(ベース板) 22,23 折り返し部分(枠) 24 突起 25 溝 26 削除部分 30 天井枠 31 平面部分(天井板) 32,33 折り返し部分(枠) 40 コーナー押圧具 41 L字形部分 42,43 平面部分 44,45 エンボス部 44a,45a 穴 46,47,48 折曲部 50 リベット 51 補助材 DESCRIPTION OF SYMBOLS 10 Column 11, 12 Edge part 14, 15 Emboss part 14a, 15a Hole 18, 19 groove 20 Base frame 21 Flat part (base plate) 22, 23 Folding part (frame) 24 Projection 25 Groove 26 Deletion part 30 Ceiling frame 31 Flat surface Part (ceiling plate) 32, 33 Folded part (frame) 40 Corner pressing tool 41 L-shaped part 42, 43 Plane part 44, 45 Embossed part 44a, 45a Hole 46, 47, 48 Bent part 50 Rivet 51 Auxiliary material
Claims (2)
組みに、ベース板と天井板を付設した構造であって、そ
れぞれ同じ方形状のベース枠および天井枠と、ベース
枠,天井枠それぞれの対応する各隅同士を連結する柱の
4個と、柱の各端部とリベット締結されるコーナー押圧
具とを備え、柱は、その断面が中空方形で、その内側の
角を含んでこれに連接する各辺の所定中間位置までが削
除された方形筒体をなす板状部材であり、ベース枠,天
井枠は、それぞれベース板,天井板のいずれかとしての
方形状平面部分と、その各辺部に連接されたL字形の折
り返し部分とが一体的に形成され、平面部分の各角部の
折り返し部分だけが柱の断面に対応して方形状に削除さ
れた板状部材であり、コーナー押圧具は、柱の各端部
で、その内側の二辺部の表面と接触するL字形部分と、
その各端部から直角に伸びてベース枠,天井枠それぞれ
の折り返し部分の底面と接触する平面部分とが一体的に
形成された板状部材であり、柱とコーナー押圧具の接触
部には、それぞれに位置決め用のエンボス部が形成され
るとともに、そこにリベット貫通用の穴が設けられ、柱
の削除部分に係る二つの各縁部を、それぞれベース枠,
天井枠の各折り返し部分と嵌め込み結合するとともに、
コーナー押圧具を柱にリベット締結することによって、
ベース枠,天井枠それぞれをコーナー押圧具と柱とで挟
圧固定するようにした、ことを特徴とする筐体の骨組み
構造。1. A structure in which a base plate and a ceiling plate are attached to a skeleton corresponding to all ridges of a rectangular parallelepiped housing, the base frame and the ceiling frame having the same rectangular shape, the base frame and the ceiling frame, respectively. The column includes four pillars connecting the corresponding corners to each other, and a corner pressing tool that is riveted to each end of the pillar. The pillar has a hollow rectangular cross section and includes inner corners. It is a plate-like member that forms a rectangular cylindrical body in which a predetermined intermediate position of each side connected thereto is deleted, and the base frame and the ceiling frame each have a square planar portion as one of the base plate and the ceiling plate, An L-shaped folded portion connected to each side thereof is integrally formed, and only a folded portion of each corner of the plane portion is a plate-shaped member which is removed in a square shape corresponding to the cross section of the pillar. , Corner presses at each end of the pillar, two sides inside And L-shaped portion in contact with the surface,
It is a plate-like member that extends at a right angle from each end thereof and has a flat portion integrally formed with a bottom portion of the folded portion of each of the base frame and the ceiling frame. Embossed portions for positioning are formed in each of them, and holes for rivet penetration are provided in the embossed portions.
While fitting and connecting with each folded part of the ceiling frame,
By riveting the corner pressing tool to the pillar,
A frame structure for a housing, wherein each of a base frame and a ceiling frame is fixedly pressed by a corner pressing tool and a column.
ーナー押圧具は、高剛性構造の板状部材である、ことを
特徴とする筐体の骨組み構造。2. The frame structure according to claim 1, wherein the corner pressing tool is a plate member having a high rigidity structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21766996A JP3994452B2 (en) | 1996-08-20 | 1996-08-20 | Case frame structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21766996A JP3994452B2 (en) | 1996-08-20 | 1996-08-20 | Case frame structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH1066208A true JPH1066208A (en) | 1998-03-06 |
JP3994452B2 JP3994452B2 (en) | 2007-10-17 |
Family
ID=16707872
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP21766996A Expired - Fee Related JP3994452B2 (en) | 1996-08-20 | 1996-08-20 | Case frame structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3994452B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002134965A (en) * | 2000-10-19 | 2002-05-10 | Kawamura Electric Inc | Frame structure of rack for accommodating equipment |
JP2004165463A (en) * | 2002-11-14 | 2004-06-10 | Nitto Electric Works Ltd | Frame joining structure |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101823046B1 (en) * | 2015-11-18 | 2018-03-08 | 대신정밀 주식회사 | Steel rack cabinet and production method |
KR101742768B1 (en) | 2017-02-22 | 2017-06-12 | 주식회사 광명전기 | structure of seismic case for switchgear having doors before and behind |
-
1996
- 1996-08-20 JP JP21766996A patent/JP3994452B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002134965A (en) * | 2000-10-19 | 2002-05-10 | Kawamura Electric Inc | Frame structure of rack for accommodating equipment |
JP2004165463A (en) * | 2002-11-14 | 2004-06-10 | Nitto Electric Works Ltd | Frame joining structure |
Also Published As
Publication number | Publication date |
---|---|
JP3994452B2 (en) | 2007-10-17 |
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