JP5428679B2 - Closed switchboard frame assembly structure - Google Patents
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- JP5428679B2 JP5428679B2 JP2009209323A JP2009209323A JP5428679B2 JP 5428679 B2 JP5428679 B2 JP 5428679B2 JP 2009209323 A JP2009209323 A JP 2009209323A JP 2009209323 A JP2009209323 A JP 2009209323A JP 5428679 B2 JP5428679 B2 JP 5428679B2
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- 230000003014 reinforcing effect Effects 0.000 claims description 37
- 239000002184 metal Substances 0.000 claims description 17
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 239000010959 steel Substances 0.000 claims description 15
- 238000005452 bending Methods 0.000 claims description 12
- 230000002787 reinforcement Effects 0.000 claims description 6
- 230000013011 mating Effects 0.000 claims description 2
- 239000000758 substrate Substances 0.000 description 7
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- 230000008878 coupling Effects 0.000 description 2
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Description
この発明は、リベット止め,ないしネジ締結による組立方式により構築した閉鎖配電盤のフレーム組立構造に関する。 The present invention relates to a frame assembly structure of a closed switchboard constructed by an assembly method by riveting or screw fastening.
周知のように閉鎖配電盤のキャビネットは、互いに直交する縦梁,横梁,奥行き梁の相互間を結合して構築した箱形の枠組(自立形の骨格)の周面に側面板,底面板,天井板を取り付けた構成が一般的である。 As is well known, closed switchboard cabinets have side panels, bottom panels, and ceilings on the perimeter of a box-shaped frame (free standing skeleton) constructed by connecting vertical beams, transverse beams, and depth beams that are orthogonal to each other. A configuration in which a plate is attached is common.
また、最近では盤の軽量化,溶接レス化,塗装レス化を推し進めてコスト低減を図るために、前記の縦梁,横梁,奥行き梁として薄板メッキ鋼板を断面“コ字形”ないし“C字形”に板金曲げ加工を施して作製した梁部材を採用し、前記枠組の各コーナー部に配した補強用コーナー片を介して梁部材をリベット止め,もしくはネジ締結した組立構造のものが多く製作されており、そのフレーム組立構造について様々な提案がなされている(例えば、特許文献1,特許文献2参照)。 Recently, in order to reduce the cost by reducing the weight of the panel, welding, and painting, the thin plate-plated steel sheet is used as the vertical beam, horizontal beam, and depth beam. There are many assembled structures that use beam members made by bending sheet metal to the plate, and riveted or screw-fastened the beam members through reinforcing corner pieces arranged at each corner of the frame. Various proposals have been made for the frame assembly structure (see, for example, Patent Document 1 and Patent Document 2).
次に、従来例として、枠組のコーナー部に鋼板製のコーナー片を配し、このコーナー片に薄板鋼板を板金加工して作製した前記梁部材の端部を重ねてリベット止めした突き合わせリベット継手のフレーム組立構造を図8(a),(b)に示す。図において、1,2,3はそれぞれ板厚が1.6mmの標準的な薄板メッキ鋼板(長尺板)に板金曲げ加工を施して成形した断面“コ字形”の縦梁,横梁,奥行き梁の梁部材、4がコーナー片であり、縦梁1,横梁2,奥行き梁3の各梁部材、およびコーナー片4の板面にはあらかじめ位置を合わせてリベット穴5を穿孔しておく。そして、盤フレームの組立時には縦梁1,横梁2,奥行き縦梁3の端部を互いに直交する向きに突き合わせて図示のようにコーナー片4の外面に重ね合わせ、この状態で前記リベット穴5に通したリベット6をカシメ止して枠組のコーナー部を構成している。なお、リベット止めに代えて、ボルトで締結した組立構造も知られている。 Next, as a conventional example, a corner piece made of steel plate is arranged at the corner portion of the frame, and the end of the beam member manufactured by sheet metal processing on the corner piece is overlapped and riveted to butt rivet joints. The frame assembly structure is shown in FIGS. 8 (a) and 8 (b). In the figure, 1, 2, and 3 are vertical, horizontal, and depth beams with a cross-section of “U” shaped by bending sheet metal to a standard thin plate steel plate (long plate) with a thickness of 1.6 mm. The beam members 4 are corner pieces, and rivet holes 5 are drilled in advance in alignment with the respective beam members of the vertical beam 1, the horizontal beam 2, and the depth beam 3, and the plate surface of the corner piece 4. When the board frame is assembled, the ends of the vertical beam 1, the horizontal beam 2 and the depth vertical beam 3 are butted in directions orthogonal to each other and overlapped on the outer surface of the corner piece 4 as shown in the figure. The rivet 6 that has passed through is crimped to form a corner portion of the frame. An assembly structure in which bolts are used instead of riveting is also known.
ところで、リベット組立方式の閉鎖配電盤については、盤キャビネットの傾き,倒れを防ぐために、前記枠組のコーナー部には曲げ,モーメント荷重に対して十分に高い強度が要求される。かかる点、図8に示した従来例のフレーム組立構造のように縦梁1,横梁,奥行き梁3の端部を互いに直交する方向から突き合わせ、この突き合わせ部分の内側にコーナー片4を添接板として重ね合わせた上で、このコーナー片4と各梁部材との間をそれぞれリベット止めしたリベット継手構造では、縦梁1,横梁2,および奥行き梁3の間がコーナー片4を介して間接的に結合されることからコーナー部の強度が板金製になるコーナー片の強度に左右され、このままでは十分高い強度を確保することが困難である。 By the way, in the case of a rivet assembly type closed switchboard, the corner portion of the frame is required to have a sufficiently high strength against bending and moment load in order to prevent tilting and falling of the panel cabinet. In this respect, as in the frame assembly structure of the conventional example shown in FIG. 8, the ends of the vertical beam 1, the horizontal beam, and the depth beam 3 are butted from directions orthogonal to each other, and the corner piece 4 is attached to the inside of the butted portion. In the rivet joint structure in which the corner pieces 4 and the beam members are riveted to each other, the gap between the longitudinal beam 1, the transverse beam 2, and the depth beam 3 is indirectly connected via the corner piece 4. Since the strength of the corner portion depends on the strength of the corner piece made of sheet metal, it is difficult to ensure a sufficiently high strength.
そのために重量物の電気機器を搭載する大形の配電盤では、前記コーナー片4の板厚を厚くしたりリベット本数を増やしたりするか、あるいは先記の特許文献2に開示されているように堅牢な鋳造構造体の取付金具をコーナー部に配して梁部材と結合するなどしてコーナー部の強度増強を図る必要がある。 For this reason, in a large-sized switchboard equipped with heavy electrical equipment, the thickness of the corner pieces 4 is increased or the number of rivets is increased, or as described in Patent Document 2 mentioned above, It is necessary to increase the strength of the corner portion by, for example, arranging a mounting member of a cast structure at the corner portion and coupling it to the beam member.
また、盤の移動,運搬作業などに対応させるために、配電盤にはキャビネットの頂部に吊り金具を設けているが、その吊り金具を梁部材に直接固定すると、その取り付け位置によっては盤の吊り上げの際に薄板鋼板製の梁部材に大きな集中荷重が掛かって歪み,撓み変形が生じるおそれもある。 In addition, the switchboard is provided with a hanging bracket on the top of the cabinet in order to cope with the movement and transportation work of the panel. However, if the hanging bracket is fixed directly to the beam member, depending on the mounting position, the panel can be lifted. At this time, a large concentrated load is applied to the beam member made of a thin steel plate, which may cause distortion and bending deformation.
そのほか、前記コーナー片4についても、縦梁1,横梁2,奥行き梁3の梁部材と同等な薄板鋼板を用いて材料コストの低減化が図れるようなフレーム組立構造の開発が要望されている。 In addition, for the corner piece 4, there is a demand for the development of a frame assembly structure that can reduce the material cost by using a thin steel plate equivalent to the beam members of the vertical beam 1, the horizontal beam 2, and the depth beam 3.
この発明は上記の点に鑑みなされたものであり、その目的は薄板鋼板を板金曲げ加工して梁部材を組み合わせてリベット止め,ないしネジ締結の組立方式で構築した枠組のコーナー部について、高い機械強度の確保と併せて組立性向上,コスト低減化が図れるように改良した閉鎖配電盤のフレーム組立構造を提供することにある。 The present invention has been made in view of the above points. The object of the present invention is to provide a high machine for a corner portion of a frame constructed by assembling a sheet metal by bending a sheet steel plate and combining a beam member to rivet or screw fastening. An object of the present invention is to provide a frame assembly structure for a closed switchboard that is improved so as to improve the assemblability and cost while ensuring the strength.
上記目的を達成するために、この発明によれば、互いに直交する縦梁,横梁,奥行き梁を組み合わせ結合して箱形の枠組を構築した閉鎖配電盤のフレーム組立構造で、前記縦梁,横梁,奥行き梁の梁部材が薄板鋼板を断面“コ字形”ないし“C字形”に板金曲げ加工したものにおいて、
前記枠組の各コーナー部にて縦梁,横梁,奥行き梁の端部同士を内外に重ねて嵌め合わせ式に組み合わせた上で、各梁部材の重なり合い板面をリベット止め,ないしネジ締結して直接結合し、前記枠組のコーナー部に対し、薄板鋼板を板金曲げ加工したコーナー補強板を前記コーナー部に重ね合わせた上で、該コーナー補強板を縦梁,横梁,奥行き梁の各梁部材にリベット止め,ないしネジ締結して一体に結合するとともに、前記枠組の上部四隅のコーナー部に結合したコーナー補強板が吊り金具を兼用し、該コーナー補強板の上端部を枠組の上方に突き出してその板面にフック掛け穴を穿孔するものとする(請求項1)。
In order to achieve the above object, according to the present invention, a frame assembly structure of a closed switchboard in which a box-shaped frame is constructed by combining and combining vertical beams, horizontal beams, and depth beams orthogonal to each other, the vertical beams, horizontal beams, The beam member of the depth beam is a sheet metal bent into a cross-section "U" or "C".
At the corners of the frame, the ends of the vertical beam, horizontal beam, and depth beam are overlapped and combined in a mating manner, and then the overlapping plate surfaces of the beam members are directly riveted or screwed. The corner reinforcement plate is joined to the corner portion of the frame, and a corner reinforcing plate obtained by bending a sheet metal sheet is overlapped on the corner portion, and then the corner reinforcing plate is riveted to each beam member of the vertical beam, the horizontal beam, and the depth beam. The corner reinforcing plate joined to the corners of the upper four corners of the frame is also used as a hanging bracket, and the upper end of the corner reinforcing plate protrudes upward from the frame. A hook-hanging hole is drilled in the surface (claim 1).
また、前記の吊り金具兼用のコーナー補強板については、盤の吊り上げ荷重に対して要求される強度を確保するために、複数枚の薄形鋼板を重ね合わせて結合した積層板構造とする(請求項2)。 Further, the above-mentioned corner reinforcing plate also serving as a hanging bracket has a laminated plate structure in which a plurality of thin steel plates are overlapped and joined in order to ensure the strength required for the lifting load of the panel (claim) Item 2 ).
上記の構成によれば、次記の効果を奏することができる。
(1)箱形の枠組の各コーナー部において、縦梁,横梁,奥行き梁の各梁部材の端部同士をその板面が内外に重なるように嵌め合わせ式に組み合わせた上で、その重なり合い板面をリベット止め,ないしネジ締結して直接接合した重ね継手構造で枠組のコーナー部を構成したことにより、図8従来構造のようにコーナー部に配したコーナー片を添接板として、このコーナー片に各梁部材の端部を重ね合わせて結合した突き合わせ式の間接継手構造と比べてコーナー部の強度を高めることができる。
According to said structure, there can exist the following effect.
(1) At each corner of the box-shaped frame, the ends of each beam member of the vertical beam, horizontal beam, and depth beam are combined in a fitting manner so that the plate surfaces overlap inside and outside, and then the overlapping plate Since the corner portion of the frame is configured by a lap joint structure in which the surfaces are riveted or directly joined by screw fastening, the corner piece arranged at the corner portion as shown in FIG. Compared with the butt-type indirect joint structure in which the ends of the beam members are overlapped and joined together, the strength of the corner portion can be increased.
また、前記構成のフレーム組立構造に加えて、各梁部材の端部に跨がって枠組のコーナー部に組み合わせた板金製のコーナー補強板を各梁部材の板面にリベット止め,ないしネジ締結して一体結合したことにより、その断面二次モーメント,断面係数を高めて枠組コーナー部の強度を一層増強することができる。
(2)さらに、箱形枠組の上部四隅のコーナー部に結合した前記コーナー補強板を吊り金具兼用としたことにより、盤の吊り上げ時に加わる荷重をコーナー補強板から縦梁,横梁,奥行き梁に分散させて梁部材の歪み,撓み発生を防ぐことができ、加えてこのコーナー補強板を複数枚の薄板鋼板の積層構造とすることで吊り金具,およびコーナー部としての強度をより一層高めることができる。
In addition to the frame assembly structure described above, a sheet metal corner reinforcing plate combined with the corner portion of the frame straddling the end of each beam member is riveted to the plate surface of each beam member or screwed. As a result of the integral coupling, the strength of the corners of the frame can be further enhanced by increasing the second moment of section and section modulus.
(2) Furthermore, by using the corner reinforcement plate combined with the corners of the upper four corners of the box-shaped frame as a hanging bracket, the load applied when lifting the panel is distributed from the corner reinforcement plate to the vertical beam, horizontal beam, and depth beam. It is possible to prevent the beam member from being distorted and bent, and in addition, the corner reinforcing plate is made of a laminated structure of a plurality of thin steel plates, so that the strength as a hanging metal fitting and a corner portion can be further increased. .
以下、この発明の実施の形態を図1、および図2〜図6に示す各実施例に基づいて説明する。なお、実施例の図中で図7に対応する部材には同じ符号を付してその詳細な説明は省略する。 DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below based on the examples shown in FIG. 1 and FIGS. In addition, in the figure of an Example, the same code | symbol is attached | subjected to the member corresponding to FIG. 7, and the detailed description is abbreviate | omitted.
まず、この発明の実施例1のフレーム組立構造の上部コーナー部を図1(a)〜(c)に示す。図において、縦梁1,横梁2,奥行き梁3は図8に示した梁部材と同様、板厚1.6mm程度の長尺な薄板メッキ鋼板に板金曲げ加工を施して作製した断面“コ字形”,“C字形”の梁部材になる。そして、縦梁1,横梁2,奥行き梁3の端部を次記のように互いに直交する向きに組み合わせた上で、リベット止めして枠組のコーナー部を構成している。 First, the upper corner portion of the frame assembly structure of a first embodiment of the present invention in FIG. 1 (a) ~ (c) . In the figure, the vertical beam 1, the horizontal beam 2 and the depth beam 3 are the same as the beam member shown in FIG. 8, and are formed by subjecting a long sheet-plated steel plate having a thickness of about 1.6 mm to sheet metal bending processing. "," C-shaped "beam member. The end portions of the vertical beam 1, the horizontal beam 2, and the depth beam 3 are combined in directions orthogonal to each other as described below, and then riveted to form a corner portion of the frame.
すなわち、前記の縦梁1,横梁2,奥行き梁3は、その長手方向の側縁に沿って内側に折り曲げ部1a,1b、2a,2b、および3a,3bが形成されていて、その両端部では前記折り曲げ部を欠如し、さらに縦梁1についてはその両端部を断面方向にL曲げ加工して端面部1cを形成している。また、各梁部材の端部の各板面には、図示のように穿孔位置を合わせてリベット6を通すリベット穴5を穿孔しておく。 That is, the vertical beam 1, the horizontal beam 2, and the depth beam 3 are formed with bent portions 1a, 1b, 2a, 2b, and 3a, 3b on the inner side along the side edges in the longitudinal direction. Then, the bent portion is absent, and the end portion 1c is formed by bending both ends of the longitudinal beam 1 in the cross-sectional direction. Further, rivet holes 5 through which the rivets 6 are passed are drilled in the plate surfaces at the ends of the beam members as shown in the drawing.
そして、枠組の組立工程では、まず図1(b)に示した各梁部材の分解状態から、縦梁1の上端部を中に挟んで横梁2,および奥行き梁3の端部をそれぞれ矢印方向から外梁1の外側,および内側へ嵌め込み、図1(c)で示すように各梁部材の端部同士が互いに内外に板厚分の段差を付けて重なり合うように組み合わせる。次にこの組み合わせ状態で互いに重なり合うリベット穴5にリベット6を通し、エアハンマーなどの工具を使ってカシメ止めする(図1(a)参照)。 Then, in the assembly process of the frame, first, from the disassembled state of each beam member shown in FIG. 1 (b), the end portions of the horizontal beam 2 and the depth beam 3 are respectively inserted in the direction of the arrow with the upper end portion of the vertical beam 1 in between. The outer beam 1 is fitted into the outer side and the inner side of the outer beam 1, and the ends of the beam members are combined so that the end portions of the beam members overlap with each other with a step corresponding to the plate thickness inside and outside. Next, the rivet 6 is passed through the overlapping rivet holes 5 in this combined state, and crimped with a tool such as an air hammer (see FIG. 1A).
この組立構造により、縦梁1,横梁2,および奥行き梁3の各梁部材の端部同士が重ね合わせ継手として一体にリベット結合される。これにより、図8に示した従来例の間接継手構造と比べて各梁部材の薄板鋼板が同じ板厚であってもコーナー部の強度が大幅にアップする。しかも従来のコーナー片4の省略が可能で、部品点数,組立工数の削減と併せて組立性も向上する。 With this assembly structure, the ends of the beam members of the vertical beam 1, the horizontal beam 2, and the depth beam 3 are integrally rivet-coupled as an overlap joint. Thereby, compared with the indirect joint structure of the conventional example shown in FIG. 8, even if the thin steel plate of each beam member is the same board thickness, the intensity | strength of a corner part increases significantly. In addition, the conventional corner piece 4 can be omitted, and the number of parts and the number of assembling steps can be reduced and the assemblability can be improved.
次に、先記実施例1のフレーム組立構造を基本として、その枠組の各コーナー部にコーナー補強板を追加して一層の強度増強を図ったこの発明の実施例2を図2〜図7で説明する。 Next, based on the frame assembly structure of the first embodiment, a second embodiment of the present invention in which a corner reinforcing plate is added to each corner portion of the frame to further enhance the strength is shown in FIGS. explain.
この実施例では、図2(a),(b)で示すように互い直交する縦梁1,横梁2,奥行き梁3を組み合わせて構築した箱形の枠組に対して、その上下四隅の各コーナー部にはそれぞれ薄板鋼板の板金加工品で作られた上部のコーナー補強板7,および下部のコーナー補強板8を追加して組み付けている。 In this embodiment, as shown in FIGS. 2 (a) and 2 (b), with respect to a box-shaped frame constructed by combining a vertical beam 1, a horizontal beam 2 and a depth beam 3 which are orthogonal to each other, the corners at the upper and lower four corners thereof. An upper corner reinforcing plate 7 and a lower corner reinforcing plate 8 made of a sheet metal processed product of a thin steel plate are added and assembled to each part.
このコーナー補強板7,8は、先記実施例1(図1参照)に示したコーナー部の外郭形状に倣って後記のように薄板鋼板を板金曲げ加工した形状で、枠組の内側から前記コーナー部に重ね合わせて縦梁1,横梁2,および奥行き梁3の端部開口面を覆った上で、各梁部材との重なり面をリベット止めして一体に結合している。 The corner reinforcing plates 7 and 8 are formed by bending a sheet steel plate as described later following the outline shape of the corner portion shown in the first embodiment (see FIG. 1). After covering the end opening surfaces of the vertical beam 1, the horizontal beam 2, and the depth beam 3 so as to overlap each other, the overlapping surface with each beam member is riveted to be integrally connected.
ここで、上部のコーナー補強板7は盤の吊り金具を兼用し、図5(a),(b)で示すように2枚に分けて薄板鋼板を板金加工した補強板7−1と7−2とを重ね合わせた積層構造体で構成されており、Z字形状の基板部7aの周縁には図示のように舌片状に突き出したリベット止め用のフランジ部7b,7c,7e,7fが折り曲げ形成されており、さらに基板部7aの上部には吊り金具として機能するフック掛け穴7gが開口している。なお、図中に表したリベット穴列のうち符号5aは2枚の補強板7−1と7−2を重ね合わせてリベット結合するために基板部7aに穿孔したリベット穴、5bは補強板7を梁部材との重ね合わせ面にリベット止めするためるリベット穴、5cは補強板7−1の基板部7aに穿孔したリベット穴5bに通すリベット用の逃げ穴である。 Here, the upper corner reinforcing plate 7 also serves as a hanging bracket for the board, and as shown in FIGS. 5 (a) and 5 (b), the reinforcing plates 7-1 and 7- are obtained by dividing the thin steel plate into two pieces. 2 and a flange structure 7b, 7c, 7e, 7f for riveting that protrudes in a tongue-like shape as shown in the figure on the periphery of the Z-shaped substrate portion 7a. A hook hook hole 7g that functions as a hanging metal fitting is opened on the upper portion of the substrate portion 7a. In the rivet hole row shown in the figure, reference numeral 5a denotes a rivet hole drilled in the substrate portion 7a so that two reinforcing plates 7-1 and 7-2 are overlapped and joined together, and 5b denotes a reinforcing plate 7. Rivet holes 5c for riveting to the overlapping surface with the beam member 5c are escape holes for rivets that pass through the rivet holes 5b drilled in the substrate portion 7a of the reinforcing plate 7-1.
一方、下部のコーナー補強板8は前記した吊り金具兼用のコーナー補強板7とは若干形状が異なり、図6(b)で示すようにZ字形状の基板部8aの周縁には上部のコーナー補強板7と同様にリベット止め用のフランジ部8b〜8eが折り曲げ形成されている。 On the other hand, the lower corner reinforcing plate 8 is slightly different in shape from the above-described corner reinforcing plate 7 also serving as a hanging metal fitting, and as shown in FIG. 6B, the upper corner reinforcing plate is provided at the periphery of the Z-shaped substrate portion 8a. Like the plate 7, flange portions 8b to 8e for riveting are formed by bending.
次に、前記したコーナー補強板7,8をコーナー部に組み付ける枠組の組立手順を図3,図4、および図6,図7で説明する。
まず、箱形枠組の上部側四隅のコーナー部に付設するコーナー補強板7については、図3(b),図4(b)に示す枠組の分解状態から縦梁1,横梁2,奥行き梁3の端部を実施例1(図1参照)で述べたような手順で組み合わせ、各梁部材の端部相互間をリベット止めした組立状態で、図3(a)のように枠組みの内側から補強板7を添わせてコーナー部に重ね合わせた上で、その基板部7a,フランジ部7bと奥行き梁3の折り曲げ部3a,3bとの間、フランジ部7c,7dと縦梁1の折り曲げ部1a,1bとの間、およびフランジ部7e,7fと横梁2の折り曲げ部2a,2bとの間で、それぞれの部材にあらかじめ穿孔しておいたリベット穴5にリベット6を通してカシメ止めする。また、この組み付け状態ではコーナー補強板7の上端部が枠組から上方へ突き出して吊り金具の役目を果たす。
Next, the assembly procedure of the frame assembly for assembling the corner reinforcing plates 7 and 8 to the corner will be described with reference to FIGS. 3 and 4 and FIGS.
First, with respect to the corner reinforcing plates 7 attached to the corners at the upper four corners of the box-shaped frame, the vertical beam 1, the horizontal beam 2, and the depth beam 3 from the disassembled state of the frame shown in FIGS. 3 (b) and 4 (b). The end portions of the beam members are combined in the procedure as described in the first embodiment (see FIG. 1), and the ends of the beam members are rivet-fastened, and reinforced from the inside of the frame as shown in FIG. 3 (a). After the plate 7 is put on the corner portion and superposed on the corner portion, the flange portions 7c and 7d and the bent portion 1a of the vertical beam 1 are formed between the substrate portion 7a and the flange portion 7b and the bent portions 3a and 3b of the depth beam 3. , 1b, and between the flange portions 7e, 7f and the bent portions 2a, 2b of the cross beam 2, the rivets 6 are swaged to the rivet holes 5 previously drilled in the respective members. Further, in this assembled state, the upper end portion of the corner reinforcing plate 7 protrudes upward from the frame to serve as a hanging bracket.
上記した上部コーナー部の組立構造によれば、コーナー補強板7の追加によりそのコーナー部が筒型構造体に形成されるので、先記実施例1の組立構造(コーナー補強板無し)と比べて断面二次モーメント,断面係数が大きくなってコーナー部の強度がさらにアップする。しかも、縦梁1,横梁2,および奥行き梁3の各梁部材に跨がってリベット止めしたコーナー補強板7が盤の吊り金具を兼用しているので、盤の吊り上げ荷重が一部の梁部材に集中荷重することがなく、これにより梁部材の歪み,撓み変形を効果的に防げる。さらに、図示実施例のように吊り金具兼用のコーナー補強板7を二枚合わせの積層構造として強度を増強したことで、このコーナー補強板7を各梁部材と同等な薄板鋼板で製作することができて材料費のコスト低減が図れる。 According to the assembly structure of the upper corner portion described above, the corner portion is formed in the cylindrical structure by adding the corner reinforcement plate 7, so that it is compared with the assembly structure of Example 1 (without the corner reinforcement plate). The second moment of section and section modulus are increased, and the strength of the corner is further increased. In addition, since the corner reinforcing plate 7 that is riveted across the beam members of the vertical beam 1, the horizontal beam 2, and the depth beam 3 also serves as a panel mounting bracket, the lifting load of the panel is limited to some beams. There is no concentrated load on the member, which effectively prevents the beam member from being distorted or bent. Furthermore, as shown in the illustrated embodiment, the corner reinforcing plate 7 also serves as a hanging metal fitting, and the strength of the corner reinforcing plate 7 is increased by using a laminated structure of two sheets, so that the corner reinforcing plate 7 can be made of a thin steel plate equivalent to each beam member. This can reduce the material cost.
一方、箱形枠組の下部側四隅のコーナー部に配したコーナー補強板8については、図6,図7で示すようにコーナー補強板8を枠組の内側からコーナー部に重ね合わせた上で、その基板部8a,フランジ部8eと縦梁1の折り曲げ部1a,1bとの間、フランジ部8b,8cと奥行き梁3の折り曲げ部3a,3bおよび横梁2の折り曲げ部2bとの間、およびフランジ部8d,8eと横梁2の折り曲げ部2a,縦梁の折り曲げ部1bとの間で、それぞれの部材にあらかじめ穿孔しておいたリベット穴5にリベット6を通してカシメ止めする。 On the other hand, with respect to the corner reinforcing plate 8 arranged at the corners at the lower four corners of the box-shaped frame, the corner reinforcing plate 8 is superimposed on the corner from the inside of the frame as shown in FIGS. Between the substrate portion 8a, the flange portion 8e and the bent portions 1a, 1b of the vertical beam 1, between the flange portions 8b, 8c, the bent portions 3a, 3b of the depth beam 3, and the bent portion 2b of the transverse beam 2, and the flange portion. Between 8d and 8e, the bent portion 2a of the horizontal beam 2, and the bent portion 1b of the vertical beam, the rivet 6 is swaged to the rivet hole 5 previously drilled in each member.
なお、図示実施例のフレーム組立構造においては、フレーム部材間をすべてリベット止めにより締結しているが、リベットに代えてボルトとナットでネジ締結してもよい。 In the frame assembly structure of the illustrated embodiment, all the frame members are fastened by riveting, but screws may be fastened by bolts and nuts instead of rivets.
1:縦梁
2:横梁
3:奥行き梁
5:リベット穴
6:リベット
7:上部のコーナー補強板
7g:フック掛け穴
8:下部のコーナー補強板
1: Vertical beam 2: Cross beam 3: Depth beam 5: Rivet hole 6: Rivet 7: Upper corner reinforcing plate 7g: Hook hook hole 8: Lower corner reinforcing plate
Claims (2)
前記枠組の各コーナー部にて縦梁,横梁,奥行き梁の端部同士を内外に重ねて嵌め合わせ式に組み合わせた上で、各梁部材の重なり合い板面をリベット止め,ないしネジ締結して直接結合し、前記枠組のコーナー部に対し、薄板鋼板を板金曲げ加工したコーナー補強板を前記コーナー部に重ね合わせた上で、該コーナー補強板を縦梁,横梁,奥行き梁の各梁部材にリベット止め,ないしネジ締結して一体に結合するとともに、前記枠組の上部四隅のコーナー部に結合したコーナー補強板が吊り金具を兼用し、該コーナー補強板の上端部を枠組の上方に突き出してその板面にフック掛け穴を穿孔したことを特徴とする閉鎖配電盤のフレーム組立構造。 This is a closed switchboard frame assembly structure in which box beams are constructed by combining and combining vertical beams, horizontal beams, and depth beams that are orthogonal to each other, and the beam members of the vertical beams, horizontal beams, and depth beams are cross-sectionally “U-shaped”. "Or" C-shaped "by bending sheet metal,
At the corners of the frame, the ends of the vertical beam, horizontal beam, and depth beam are overlapped and combined in a mating manner, and then the overlapping plate surfaces of the beam members are directly riveted or screwed. The corner reinforcement plate is joined to the corner portion of the frame, and a corner reinforcing plate obtained by bending a sheet metal sheet is overlapped on the corner portion, and then the corner reinforcing plate is riveted to each beam member of the vertical beam, the horizontal beam, and the depth beam. The corner reinforcing plate joined to the corners of the upper four corners of the frame is also used as a hanging bracket, and the upper end of the corner reinforcing plate protrudes upward from the frame. A closed switchboard frame assembly structure characterized in that hook hook holes are drilled on the surface .
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CN102738712A (en) * | 2012-07-03 | 2012-10-17 | 江苏天港箱柜有限公司 | G-type beam to be used with KB (keyboard) profile |
CN104466692A (en) * | 2014-12-17 | 2015-03-25 | 江苏成城电气有限公司 | Switch cabinet body beam easy to assemble |
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