JP2021061678A - Pressure vessel, and gas-insulated switch gear using the same - Google Patents

Pressure vessel, and gas-insulated switch gear using the same Download PDF

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JP2021061678A
JP2021061678A JP2019184246A JP2019184246A JP2021061678A JP 2021061678 A JP2021061678 A JP 2021061678A JP 2019184246 A JP2019184246 A JP 2019184246A JP 2019184246 A JP2019184246 A JP 2019184246A JP 2021061678 A JP2021061678 A JP 2021061678A
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pressure vessel
reinforcing plate
welded
wall body
reinforcing
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JP7336950B2 (en
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哉有 高橋
Saiyu Takahashi
哉有 高橋
井上 直明
Naoaki Inoue
直明 井上
英二 森藤
Eiji Morifuji
英二 森藤
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Mitsubishi Electric Corp
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Mitsubishi Electric Corp
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Abstract

To provide a pressure vessel capable of reducing a stress value of a stress concentration portion generated originated from a position to which a reinforcing member is welded, or a stress concentration portion generated originated from a rounded corner portion or a sharp corner portion of the pressure vessel, is reduced.SOLUTION: A pressure vessel is formed by joining a plurality of metal-plate wall bodies by welding. The pressure vessel is provided in a wall body with a reinforcing plate having a cut-out at a location including a part of periphery of a welded position in the wall body. The reinforcing plate having the cut-out is welded onto the wall body along an outer periphery of the reinforcing plate.SELECTED DRAWING: Figure 1

Description

本願は、圧力容器、およびこれを用いたガス絶縁開閉装置に関するものである。 The present application relates to a pressure vessel and a gas-insulated switchgear using the pressure vessel.

圧力容器は、金属板の壁体を溶接により接合して形成された容器である。絶縁性ガスが封入された圧力容器の内部には遮断器等の機器が収容され、遮断器操作機器などとともにガス絶縁開閉装置が形成される。圧力容器の内部は、一般に0.03から0.6MPa程度の圧力に調整され、絶縁性能、および消弧性能に優れた環境が維持される。 The pressure vessel is a vessel formed by joining the walls of a metal plate by welding. A device such as a circuit breaker is housed inside the pressure vessel in which the insulating gas is sealed, and a gas-insulated switchgear is formed together with the circuit breaker operating device and the like. The inside of the pressure vessel is generally adjusted to a pressure of about 0.03 to 0.6 MPa, and an environment excellent in insulation performance and arc extinguishing performance is maintained.

圧力容器の内部のガス圧力を上昇させると、圧力容器の壁体もしくは溶接された箇所にかかる応力が増加する。ガス圧力が過大になると局部的に周囲よりも高い応力が発生している箇所(以下、応力集中部と記す)において破壊が生じるおそれがあるため、応力集中部での圧力容器の破壊を防止するという課題が生じていた。 Increasing the gas pressure inside the pressure vessel increases the stress on the walls or welded parts of the pressure vessel. If the gas pressure becomes excessive, the pressure vessel may be destroyed at a place where a stress higher than the surroundings is locally generated (hereinafter referred to as a stress concentration part). Therefore, the pressure vessel is prevented from being destroyed at the stress concentration part. There was a problem.

この課題を解決するために、圧力容器の壁体の内面もしくは外面、あるいは双方に板部材もしくは曲げ加工を施した板部材などを補強部材として溶接した補強構造が開示されている。近年、圧力容器の薄肉化、さらにはガス絶縁開閉装置内部の省スペース化および配電盤の機器集約に起因した圧力容器の外形複雑化が進んでいるため、それに伴った補強構造の複雑化、補強部材点数の増加、溶接時間の増加が生じており、補強部材を付加する作業時間が増大していた。また、圧力容器の壁体および溶接された箇所に加え、補強部材点数の増加および外形複雑化に伴い、補強部材が溶接された箇所の近傍、および圧力容器のR部もしくは角部なども応力集中部となり、応力集中部が増加していた。補強部材を付加する作業時間を改善した補強構造としては、圧力容器の壁体の内面に設ける補強部材を、壁体に設けたスリット状のほぞ穴を利用して、外面から溶接して固定する構成が開示されている(例えば特許文献1参照)。 In order to solve this problem, a reinforcing structure in which an inner surface or an outer surface of a wall body of a pressure vessel, or a plate member or a plate member having been bent on both sides is welded as a reinforcing member is disclosed. In recent years, the pressure vessel has become thinner, the space inside the gas-insulated switchgear has been reduced, and the outer shape of the pressure vessel has become more complicated due to the consolidation of switchgear equipment. The number of points increased and the welding time increased, and the work time for adding the reinforcing member increased. In addition to the wall body and welded part of the pressure vessel, stress concentration also occurs in the vicinity of the welded part of the reinforcing member and the R or corner part of the pressure vessel due to the increase in the number of reinforcing members and the complication of the outer shape. It became a part, and the stress concentration part was increasing. As a reinforcing structure that improves the working time for adding the reinforcing member, the reinforcing member provided on the inner surface of the wall body of the pressure vessel is welded and fixed from the outer surface using the slit-shaped mortise provided on the wall body. The configuration is disclosed (see, for example, Patent Document 1).

特開2017−135762号公報JP-A-2017-135762

上記特許文献1においては、内面側に設ける補強部材を外面側から溶接して固定するため、作業の効率を悪化させることはない。しかしながら、補強部材が溶接された箇所に起因して生じた応力集中部、もしくは圧力容器の外形複雑化で生じた圧力容器のR部または角部に起因して生じた応力集中部に対する強度対策が必要になるという課題があった。 In Patent Document 1, since the reinforcing member provided on the inner surface side is welded and fixed from the outer surface side, the work efficiency is not deteriorated. However, there is a strength measure against the stress concentration part caused by the welded part of the reinforcing member or the stress concentration part caused by the R part or the corner part of the pressure vessel caused by the complicated outer shape of the pressure vessel. There was a problem that it was necessary.

本願は前記のような課題を解決するためになされたものであり、壁体における溶接された箇所の周囲に生じた応力集中部の応力値を低減した圧力容器を得ることを目的としている。 The present application has been made to solve the above-mentioned problems, and an object of the present application is to obtain a pressure vessel in which the stress value of the stress concentration portion generated around the welded portion in the wall body is reduced.

本願に開示される圧力容器は、複数の金属板の壁体が溶接により接合されて形成された圧力容器であって、壁体における溶接された箇所の周囲の一部を含む位置に切欠きを有する、補強板を、壁体に備えているものである。 The pressure vessel disclosed in the present application is a pressure vessel formed by joining a wall body of a plurality of metal plates by welding, and has a notch at a position including a part around a welded portion in the wall body. A reinforcing plate to be provided is provided on the wall body.

本願に開示される圧力容器によれば、壁体における溶接された箇所の周囲に生じた応力集中部の応力値を低減できる。 According to the pressure vessel disclosed in the present application, the stress value of the stress concentration portion generated around the welded portion in the wall body can be reduced.

実施の形態1に係る圧力容器の外観を示す斜視図である。It is a perspective view which shows the appearance of the pressure vessel which concerns on Embodiment 1. FIG. 実施の形態1に係る圧力容器に操作機器取付板を付与した斜視図である。It is a perspective view which attached the operation equipment mounting plate to the pressure vessel which concerns on Embodiment 1. FIG. 実施の形態1に係るガス絶縁開閉装置の概略の例を示す断面図である。It is sectional drawing which shows the schematic example of the gas insulation switchgear which concerns on Embodiment 1. FIG. 実施の形態1に係る圧力容器の補強板の例を示す平面図である。It is a top view which shows the example of the reinforcing plate of the pressure vessel which concerns on Embodiment 1. FIG. 実施の形態1に係る圧力容器の一部の側面図である。It is a side view of a part of the pressure vessel which concerns on Embodiment 1. FIG. 図5の一点鎖線A−Aにおける断面図である。FIG. 5 is a cross-sectional view taken along the alternate long and short dash line AA of FIG. 実施の形態1に係る圧力容器の補強板の溶接部を示す図である。It is a figure which shows the welded part of the reinforcing plate of the pressure vessel which concerns on Embodiment 1. FIG. 実施の形態2に係る圧力容器の外観を示す斜視図である。It is a perspective view which shows the appearance of the pressure vessel which concerns on Embodiment 2. FIG. 実施の形態2に係る圧力容器の補強板の例を示す平面図である。It is a top view which shows the example of the reinforcing plate of the pressure vessel which concerns on Embodiment 2. FIG. 実施の形態2に係る圧力容器の一部の側面図である。It is a side view of a part of the pressure vessel which concerns on Embodiment 2. FIG. 実施の形態2に係る別の圧力容器の一部の側面図である。It is a side view of a part of another pressure vessel which concerns on Embodiment 2. FIG. 実施の形態3に係る圧力容器の外観を示す斜視図である。It is a perspective view which shows the appearance of the pressure vessel which concerns on Embodiment 3. 実施の形態3に係る圧力容器の補強板の例を示す平面図である。It is a top view which shows the example of the reinforcing plate of the pressure vessel which concerns on Embodiment 3. FIG. 実施の形態3に係る圧力容器の正面図である。It is a front view of the pressure vessel which concerns on Embodiment 3. 実施の形態3に係る圧力容器の側面図である。It is a side view of the pressure vessel which concerns on Embodiment 3. FIG. 実施の形態3に係る圧力容器の背面図である。It is a rear view of the pressure vessel which concerns on Embodiment 3. FIG.

以下、本願の実施の形態による圧力容器、およびこれを用いたガス絶縁開閉装置を図に基づいて説明する。各図において同一、または相当部材、部位については同一符号を付して説明する。 Hereinafter, the pressure vessel according to the embodiment of the present application and the gas-insulated switchgear using the pressure vessel will be described with reference to the drawings. In each figure, the same or corresponding members and parts will be described with the same reference numerals.

実施の形態1.
図1は実施の形態1に係る圧力容器1の外観を示す斜視図、図2は圧力容器1に操作機器取付板11を付与した斜視図、図3は実施の形態1に係る圧力容器1を用いたガス絶縁開閉装置100の概略の例を示す断面図である。ガス絶縁開閉装置100は、図3に示すように、圧力容器1と、圧力容器1の内部に収容された遮断器30と、圧力容器1の外部に設けられた遮断器操作機器31と、圧力容器1と接続された他の機器とを備えた装置である。圧力容器1には圧力の調整された絶縁性ガスが封入されており、圧力容器1の内部は絶縁性能、および消弧性能に優れた環境が維持されている。
Embodiment 1.
FIG. 1 is a perspective view showing the appearance of the pressure vessel 1 according to the first embodiment, FIG. 2 is a perspective view in which an operating device mounting plate 11 is attached to the pressure vessel 1, and FIG. 3 is a perspective view showing the pressure vessel 1 according to the first embodiment. It is sectional drawing which shows the schematic example of the gas insulation switching apparatus 100 used. As shown in FIG. 3, the gas-insulated switchgear 100 includes a pressure vessel 1, a circuit breaker 30 housed inside the pressure vessel 1, a circuit breaker operating device 31 provided outside the pressure vessel 1, and pressure. It is a device including the container 1 and other devices connected to it. An insulating gas whose pressure has been adjusted is sealed in the pressure vessel 1, and an environment excellent in insulation performance and arc extinguishing performance is maintained inside the pressure vessel 1.

圧力容器1は、図1に示すように、前面部3、天井部4、背面部5、側面部6、床面部7から構成され、前面部3は開口している。この開口から、遮断器30等の機器が圧力容器1の内部に挿入され、設置される。この開口は、図2に示すように、遮断器30等の機器の設置後に、遮断器操作機器31(図2では図示せず)を取り付けた操作機器取付板11で閉じられる。操作機器取付板11は、例えば板厚が12〜20mm程度で鉄もしくはステンレスなどの金属で作製された厚い板であり、操作機器取付板11が圧力容器1の前面部分の補強の代わりとなるため、前面部分に補強部材は設けられていない。圧力容器1を構成する各要素は壁体2であり、圧力容器1は、複数の金属板の壁体2が溶接により接合されて形成された容器である。壁体2は、天井部4であるひとつの壁体21と側面部6である他の壁体22についてのみ符号を付して以下説明する。壁体2は、例えば板厚が3〜9mm程度で、鉄もしくはステンレスで作製された板である。圧力容器1は直方体ではなく、ガス絶縁開閉装置100内部の省スペース化のために背面部5を突出した形状で設けているが、圧力容器1の形状はこの形状に限るものではない。 As shown in FIG. 1, the pressure vessel 1 is composed of a front surface portion 3, a ceiling portion 4, a back surface portion 5, a side surface portion 6, and a floor surface portion 7, and the front surface portion 3 is open. From this opening, a device such as a circuit breaker 30 is inserted into the pressure vessel 1 and installed. As shown in FIG. 2, this opening is closed by the operating device mounting plate 11 to which the circuit breaker operating device 31 (not shown in FIG. 2) is attached after the device such as the circuit breaker 30 is installed. The operating device mounting plate 11 is, for example, a thick plate having a thickness of about 12 to 20 mm and made of a metal such as iron or stainless steel, and the operating device mounting plate 11 serves as a substitute for reinforcing the front portion of the pressure vessel 1. , No reinforcing member is provided on the front surface. Each element constituting the pressure vessel 1 is a wall body 2, and the pressure vessel 1 is a container formed by joining a plurality of metal plate wall bodies 2 by welding. The wall body 2 will be described below with reference numerals only to one wall body 21 which is the ceiling portion 4 and the other wall body 22 which is the side surface portion 6. The wall body 2 is, for example, a plate having a plate thickness of about 3 to 9 mm and made of iron or stainless steel. The pressure vessel 1 is not a rectangular parallelepiped, and the back surface portion 5 is provided in a protruding shape in order to save space inside the gas-insulated switchgear 100, but the shape of the pressure vessel 1 is not limited to this shape.

圧力容器1の補強構造について説明する。圧力容器1の内部のガス圧力が過大になると、圧力容器1の壁体2、もしくは壁体2と壁体2との間の溶接された箇所などにかかる応力が増加し、局部的に周囲よりも高い応力が発生している箇所(以下、応力集中部と記す)において破壊が生じるおそれがある。また近年、圧力容器1の薄肉化、さらにはガス絶縁開閉装置100の内部の省スペース化および配電盤の機器集約に起因した圧力容器1の外形複雑化が進んでいることから、壁体2における溶接された箇所の周囲に位置した応力集中部として、補強構造が溶接された箇所に起因して生じた応力集中部、および圧力容器1のR部または角部に起因して生じた応力集中部が増加している。そのため、新たに生じた応力集中部も含めて、それぞれの応力集中部に対して強度対策のために補強構造が溶接して設けられる。圧力容器1は、補強構造として、補強部材8および補強板9を備える。補強部材8は、断面形状が例えば16mm×16mmの正方形である四角柱状の部材であり、複数の壁体2のうちのひとつの壁体21の外面2aに溶接されている。なお、本実施の形態では、ひとつの壁体21の外面2aにのみ補強部材8を設けた例を示したがこれに限るものではなく、背面部5、側面部6などの異なる壁体2の外面、もしくは圧力容器1の内面に補強部材8を配置しても構わない。また、補強部材8の断面の大きさもこれに限るものではなく、断面の大きさをさらに大きくしても構わない。 The reinforcing structure of the pressure vessel 1 will be described. When the gas pressure inside the pressure vessel 1 becomes excessive, the stress applied to the wall body 2 of the pressure vessel 1 or the welded portion between the wall body 2 and the wall body 2 increases, and the stress is locally increased from the surroundings. There is a risk of failure at locations where high stress is generated (hereinafter referred to as stress concentration areas). Further, in recent years, the pressure vessel 1 has become thinner, the space inside the gas insulation switching device 100 has been reduced, and the outer shape of the pressure vessel 1 has become more complicated due to the consolidation of equipment of the switchboard. As the stress concentration part located around the formed part, the stress concentration part caused by the welded part of the reinforcing structure and the stress concentration part caused by the R part or the corner part of the pressure vessel 1 are included. It has increased. Therefore, a reinforcing structure is welded to each stress-concentrated portion, including the newly generated stress-concentrated portion, as a measure against strength. The pressure vessel 1 includes a reinforcing member 8 and a reinforcing plate 9 as a reinforcing structure. The reinforcing member 8 is a square columnar member having a cross-sectional shape of, for example, 16 mm × 16 mm, and is welded to the outer surface 2a of one of the plurality of wall bodies 2. In the present embodiment, an example in which the reinforcing member 8 is provided only on the outer surface 2a of one wall body 21 is shown, but the present invention is not limited to this, and different wall bodies 2 such as the back surface portion 5 and the side surface portion 6 are provided. The reinforcing member 8 may be arranged on the outer surface or the inner surface of the pressure vessel 1. Further, the size of the cross section of the reinforcing member 8 is not limited to this, and the size of the cross section may be further increased.

次に、本願の要部である補強板9について説明する。図4は図1に示した実施の形態1に係る圧力容器1の側面部6に設けた補強板9の例を示す平面図、図5は補強板9と補強板9の周囲を示した圧力容器1の一部の側面図、図6は図5の一点鎖線A−Aにおける断面図、図7は圧力容器1の補強板9の溶接部12を示す図である。本実施の形態における補強板9は、補強部材8が溶接された箇所に起因して生じた応力集中部10に対する強度対策として設けるものである。補強板9は、図4に示すように、切欠き部9aを備えた鉄などの金属の板材である。補強板9の厚みは、壁体2の板厚と同等、もしくは壁体2の板厚以下の厚さである。補強板9は、図5に示すように、壁体2における溶接された箇所の周囲の応力集中部10の一部を含む位置に切欠きを有している。切欠き部9aの形状および大きさは、切欠き部9aの周囲の補強板9が取り囲む応力集中部10の応力値により変更される。応力集中部10の応力値は、解析および実測の双方を実施して確認され、応力値が低減されるように切欠き部9aが設けられる。本実施の形態の場合、補強板9の面積と切欠き部9aの面積比は、およそ5対2となるように設計されており、応力集中部10の応力値は低減される。 Next, the reinforcing plate 9 which is a main part of the present application will be described. FIG. 4 is a plan view showing an example of the reinforcing plate 9 provided on the side surface portion 6 of the pressure vessel 1 according to the first embodiment shown in FIG. 1, and FIG. 5 shows the pressure around the reinforcing plate 9 and the reinforcing plate 9. A side view of a part of the container 1, FIG. 6 is a cross-sectional view taken along the alternate long and short dash line AA of FIG. 5, and FIG. 7 is a view showing a welded portion 12 of the reinforcing plate 9 of the pressure vessel 1. The reinforcing plate 9 in the present embodiment is provided as a strength measure against the stress concentration portion 10 generated due to the portion where the reinforcing member 8 is welded. As shown in FIG. 4, the reinforcing plate 9 is a metal plate material such as iron provided with a notch portion 9a. The thickness of the reinforcing plate 9 is equal to or less than the plate thickness of the wall body 2. As shown in FIG. 5, the reinforcing plate 9 has a notch at a position including a part of the stress concentration portion 10 around the welded portion in the wall body 2. The shape and size of the notch portion 9a are changed by the stress value of the stress concentration portion 10 surrounded by the reinforcing plate 9 around the notch portion 9a. The stress value of the stress concentration portion 10 is confirmed by performing both analysis and actual measurement, and a notch portion 9a is provided so that the stress value is reduced. In the case of the present embodiment, the area ratio of the reinforcing plate 9 to the notch portion 9a is designed to be about 5: 2, and the stress value of the stress concentration portion 10 is reduced.

本実施の形態では、図5に示すように、応力集中部10は、補強部材8が取り付けられたひとつの壁体21に接合された他の壁体22の外面2aの補強部材8に隣接した箇所である。応力集中部10は補強部材8の付け根であり、補強部材8が溶接された箇所に起因して生じた応力集中部10である。応力集中部10を含む位置に切欠きを有する補強板9は、補強板9の外周に沿って他の壁体22の外面2aに溶接されている。図7に示した破線部分が、補強板9の溶接された箇所である溶接部12である。図6の断面において、溶接部12は斜線で示した溶接部12aと溶接部12bである。従来の板状の補強部材は、切り欠いた箇所を有さない矩形状で用いられていた。矩形状の補強部材と圧力容器との接合部分の長さ(以下、溶接距離Aと記す)は、矩形の外周の距離であった。補強板9と圧力容器1との接合部分の長さ(以下、溶接距離Bと記す)は、溶接距離Aと比較して、補強板9に切欠き部9aを設けているため、図6の二点鎖線で囲まれた箇所のほぼ2倍の距離だけ長くなる。例えば、10cm×17cmの矩形状の補強部材の溶接距離Aが50cmの場合、溶接距離Bはおよそ70cmとなるため、溶接距離Bは溶接距離Aに対して40%程度長くなっている。溶接距離Bが溶接距離Aに対して増加するということは、補強板9と圧力容器1との接合距離が従来と比較して増加することになる。その結果、従来と比較して応力集中部の強度は向上する。また、従来の矩形状の補強部材では、中央部分が圧力容器と全く接合されていなかったが、補強板9は従来の補強板の中央の位置も含めて圧力容器1と接合されているため、応力集中部の強度は向上する。 In the present embodiment, as shown in FIG. 5, the stress concentration portion 10 is adjacent to the reinforcing member 8 on the outer surface 2a of the other wall body 22 joined to one wall body 21 to which the reinforcing member 8 is attached. It is a place. The stress concentration portion 10 is a root of the reinforcing member 8, and is a stress concentration portion 10 generated due to a portion where the reinforcing member 8 is welded. The reinforcing plate 9 having a notch at a position including the stress concentration portion 10 is welded to the outer surface 2a of another wall body 22 along the outer circumference of the reinforcing plate 9. The broken line portion shown in FIG. 7 is the welded portion 12 which is the welded portion of the reinforcing plate 9. In the cross section of FIG. 6, the welded portion 12 is a welded portion 12a and a welded portion 12b shown by diagonal lines. The conventional plate-shaped reinforcing member has been used in a rectangular shape having no notched portion. The length of the joint portion between the rectangular reinforcing member and the pressure vessel (hereinafter referred to as welding distance A) was the distance of the outer circumference of the rectangle. The length of the joint portion between the reinforcing plate 9 and the pressure vessel 1 (hereinafter referred to as welding distance B) is shown in FIG. 6 because the reinforcing plate 9 is provided with a notch portion 9a as compared with the welding distance A. It is approximately twice as long as the area surrounded by the alternate long and short dash line. For example, when the welding distance A of the rectangular reinforcing member of 10 cm × 17 cm is 50 cm, the welding distance B is about 70 cm, so that the welding distance B is about 40% longer than the welding distance A. The fact that the welding distance B increases with respect to the welding distance A means that the joining distance between the reinforcing plate 9 and the pressure vessel 1 increases as compared with the conventional case. As a result, the strength of the stress concentration portion is improved as compared with the conventional case. Further, in the conventional rectangular reinforcing member, the central portion is not joined to the pressure vessel at all, but the reinforcing plate 9 is joined to the pressure vessel 1 including the central position of the conventional reinforcing plate. The strength of the stress concentration portion is improved.

以上のように、この圧力容器1は、壁体2における溶接された箇所の周囲で、局部的に周囲よりも高い応力が発生している箇所である応力集中部10の一部を含む位置に切欠きを有する補強板9が圧力容器1の壁体2に溶接されているため、圧力容器1の全体の肉厚を厚くすることなく、応力集中部10の応力値を低減して強度対策を施すことができる。また、補強板9を切り欠いたことで、補強板9は矩形状の補強部材の中央部分であった箇所も含めて圧力容器1と接合されているため、応力集中部10の強度を向上させることができる。また、補強板9は、補強板9の外周に沿って圧力容器1の壁体2に溶接されているため、補強板9と圧力容器1との接合距離が増加し、応力集中部10の強度を向上させることができる。また、補強部材8が取り付けられたひとつの壁体21に接合された他の壁体22の外面2aの補強部材8に隣接した箇所が応力集中部10である場合、補強部材8の付け根が応力集中部10であり、この溶接された箇所に起因して生じた応力集中部10を含む位置に切欠きを有する補強板9が圧力容器1の壁体2に溶接されているため、応力集中部10の応力値を低減することができる。また、ガス絶縁開閉装置100は、内部に遮断器30を収容した圧力容器1に、補強板9を備えているため、圧力容器1の応力集中部10に対する強度を向上させることができる。 As described above, the pressure vessel 1 is located around the welded portion of the wall body 2 at a position including a part of the stress concentration portion 10, which is a portion where a stress higher than the surrounding is locally generated. Since the reinforcing plate 9 having a notch is welded to the wall body 2 of the pressure vessel 1, the stress value of the stress concentration portion 10 is reduced and strength measures are taken without increasing the overall wall thickness of the pressure vessel 1. Can be applied. Further, since the reinforcing plate 9 is joined to the pressure vessel 1 including the central portion of the rectangular reinforcing member by cutting out the reinforcing plate 9, the strength of the stress concentration portion 10 is improved. be able to. Further, since the reinforcing plate 9 is welded to the wall body 2 of the pressure vessel 1 along the outer periphery of the reinforcing plate 9, the joining distance between the reinforcing plate 9 and the pressure vessel 1 increases, and the strength of the stress concentration portion 10 increases. Can be improved. Further, when the stress concentration portion 10 is adjacent to the reinforcing member 8 on the outer surface 2a of the other wall body 22 joined to the one wall body 21 to which the reinforcing member 8 is attached, the base of the reinforcing member 8 is stressed. Since the reinforcing plate 9 which is the concentrating portion 10 and has a notch at the position including the stress concentrating portion 10 generated due to the welded portion is welded to the wall body 2 of the pressure vessel 1, the stress concentrating portion 10. The stress value of 10 can be reduced. Further, since the gas-insulated switchgear 100 includes the reinforcing plate 9 in the pressure vessel 1 in which the circuit breaker 30 is housed, the strength of the pressure vessel 1 with respect to the stress concentration portion 10 can be improved.

溶接距離を長くすることは、補強板の数を増やしてそれぞれの補強板の外周を溶接することで可能であるが、補強板の数の増加により各補強板と圧力容器との溶接時の位置あわせ時間が増加してしまう。また、補強板の増加に伴い個々の補強板の大きさが小さくなるため溶接時に生じるひずみの影響が大きくなり、溶接ひずみの修正時間が増加してしまう。切欠き部9aを備えた補強板9であれば、補強板を分割して補強板の数を増やすことなく一体物で溶接距離を長くすることができるため、補強板の位置あわせの時間および溶接ひずみの修正時間を短縮でき、作業を効率よく行うことができる。 It is possible to increase the welding distance by increasing the number of reinforcing plates and welding the outer circumference of each reinforcing plate, but due to the increase in the number of reinforcing plates, the position at the time of welding between each reinforcing plate and the pressure vessel. Welding time will increase. Further, as the number of reinforcing plates increases, the size of each reinforcing plate becomes smaller, so that the influence of strain generated during welding becomes larger, and the correction time of welding strain increases. If the reinforcing plate 9 is provided with the notch 9a, the welding distance can be lengthened as an integral body without dividing the reinforcing plate and increasing the number of reinforcing plates. Therefore, the time for aligning the reinforcing plates and welding The strain correction time can be shortened and the work can be performed efficiently.

以上では、図1において手前側の側面部6に設けられた補強板9について説明したが補強板9の配置はこれに限るものではなく、側面部6と対向し、図1では内面2bが示された側面部の補強部材8の付け根にも補強板9を取り付けても構わない。また、背面部5、側面部6などの壁体の外面に補強部材8が設けられた場合、追加して設けた補強部材8の付け根にも補強板9を取り付けて構わない。また、補強板9を溶接して側面部6に取り付ける例について示したが、補強板9の取付方法はこれに限るものではなく、ロウ付けして取り付けても構わない。 In the above, the reinforcing plate 9 provided on the front side surface portion 6 has been described in FIG. 1, but the arrangement of the reinforcing plate 9 is not limited to this, and the reinforcing plate 9 faces the side surface portion 6, and the inner surface 2b is shown in FIG. A reinforcing plate 9 may also be attached to the base of the reinforcing member 8 on the side surface portion. Further, when the reinforcing member 8 is provided on the outer surface of the wall body such as the back surface portion 5 and the side surface portion 6, the reinforcing plate 9 may be attached to the base of the additionally provided reinforcing member 8. Further, although an example in which the reinforcing plate 9 is welded and attached to the side surface portion 6 has been shown, the attachment method of the reinforcing plate 9 is not limited to this, and may be attached by brazing.

実施の形態2.
実施の形態2に係る圧力容器1について説明する。図8は圧力容器1の外観を示す斜視図、図9は圧力容器1の補強板13の例を示す平面図、図10は補強板13と補強板13の周囲を示した圧力容器1の一部の側面図である。実施の形態2に係る圧力容器1は、実施の形態1の構成に加えて、補強板13を設けた構成になっている。
Embodiment 2.
The pressure vessel 1 according to the second embodiment will be described. FIG. 8 is a perspective view showing the appearance of the pressure vessel 1, FIG. 9 is a plan view showing an example of the reinforcing plate 13 of the pressure vessel 1, and FIG. 10 is one of the pressure vessel 1 showing the reinforcing plate 13 and the periphery of the reinforcing plate 13. It is a side view of a part. The pressure vessel 1 according to the second embodiment has a structure in which a reinforcing plate 13 is provided in addition to the structure of the first embodiment.

補強板13は、圧力容器1のR部1aに起因して生じた応力集中部10aに対する強度対策として設けるものである。補強板13は、図9に示すように、切欠き部13aを備えた鉄などの金属の板材である。補強板13の厚みは、壁体2の板厚と同等、もしくは壁体2の板厚以下の厚さである。 The reinforcing plate 13 is provided as a strength measure against the stress concentration portion 10a generated by the R portion 1a of the pressure vessel 1. As shown in FIG. 9, the reinforcing plate 13 is a metal plate material such as iron provided with a notch portion 13a. The thickness of the reinforcing plate 13 is equal to or less than the plate thickness of the wall body 2.

本実施の形態では、図10に示すように、応力集中部10aは、圧力容器1の周縁部に形成されたR部1aに隣接した箇所である。応力集中部10aを含む位置に切欠きを有する補強板13は、補強板13の外周に沿って壁体2からなる側面部6に溶接されている。矩形で板状の補強部材と圧力容器との溶接距離Aと比較して、補強板13と圧力容器1との溶接距離Bは、補強板13に切欠き部13aを設けているため、溶接距離Bのほうが長くなる。溶接距離Bが溶接距離Aに対して増加するということは、補強板13と圧力容器1との接合距離が従来と比較して増加することになる。その結果、従来と比較して応力集中部の強度は向上する。また、矩形状の補強部材では、1つの補強部材で圧力容器1のR部1aに起因して生じた応力集中部10aに対する強度対策ができず、複数の矩形状の補強部材を用いる必要があった。しかしながら、補強板13には切欠き部13aを設けているため、1つの補強板13のみで応力集中部10aに対する強度対策を行うことができる。 In the present embodiment, as shown in FIG. 10, the stress concentration portion 10a is a portion adjacent to the R portion 1a formed on the peripheral edge portion of the pressure vessel 1. The reinforcing plate 13 having a notch at a position including the stress concentration portion 10a is welded to the side surface portion 6 made of the wall body 2 along the outer circumference of the reinforcing plate 13. Compared with the welding distance A between the rectangular and plate-shaped reinforcing member and the pressure vessel, the welding distance B between the reinforcing plate 13 and the pressure vessel 1 is a welding distance because the reinforcing plate 13 is provided with a notch 13a. B is longer. The fact that the welding distance B increases with respect to the welding distance A means that the joining distance between the reinforcing plate 13 and the pressure vessel 1 increases as compared with the conventional case. As a result, the strength of the stress concentration portion is improved as compared with the conventional case. Further, with the rectangular reinforcing member, it is not possible to take a strength measure against the stress concentration portion 10a caused by the R portion 1a of the pressure vessel 1 with one reinforcing member, and it is necessary to use a plurality of rectangular reinforcing members. It was. However, since the reinforcing plate 13 is provided with the notch portion 13a, it is possible to take strength measures against the stress concentration portion 10a with only one reinforcing plate 13.

図11は、実施の形態2に係る、補強板131と補強板131の周囲を示した別の圧力容器1の一部の側面図である。以上では、圧力容器1のR部1aに起因して生じた応力集中部10aに対する強度対策として補強板13を設けたが、圧力容器1の周縁部に形成された角部1bに起因して生じた応力集中部10bに対する強度対策として別の補強板131を設けても構わない。応力集中部10bを含む位置に切欠きを有する補強板131は、補強板131の外周に沿って壁体2からなる側面部6に溶接されている。補強板131においても、補強板13の接合と同様に、補強板131と圧力容器1との接合距離は従来の補強部材の接合距離と比較して増加する。また、複数の補強板を接合させることなく、1つの補強板131のみで応力集中部10bに対する強度対策を行うことができる。 FIG. 11 is a side view of a part of the reinforcing plate 131 and another pressure vessel 1 showing the periphery of the reinforcing plate 131 according to the second embodiment. In the above, the reinforcing plate 13 is provided as a strength measure against the stress concentration portion 10a caused by the R portion 1a of the pressure vessel 1, but it is caused by the corner portion 1b formed on the peripheral portion of the pressure vessel 1. Another reinforcing plate 131 may be provided as a strength measure against the stress concentration portion 10b. The reinforcing plate 131 having a notch at a position including the stress concentration portion 10b is welded to the side surface portion 6 formed of the wall body 2 along the outer circumference of the reinforcing plate 131. In the reinforcing plate 131 as well, the joining distance between the reinforcing plate 131 and the pressure vessel 1 is increased as compared with the joining distance of the conventional reinforcing member, as in the case of joining the reinforcing plate 13. Further, it is possible to take strength measures against the stress concentration portion 10b with only one reinforcing plate 131 without joining a plurality of reinforcing plates.

以上のように、この圧力容器1は、補強板13、131に切欠き部13aを設けているため、それぞれ1つの補強板13、131のみで各応力集中部10a、10bの強度対策を行うことができ、補強板13、131の取付作業を効率よく行うことができる。また、圧力容器1の周縁部に形成されたR部1aもしくは角部1bに隣接した箇所が応力集中部10a、10bである場合、R部1aもしくは角部1bに起因して生じた応力集中部10a、10bを含む位置に切欠きを有する補強板13、131が圧力容器1の壁体2に溶接されているため、応力集中部10a、10bの応力値を低減して強度対策を施すことができる。 As described above, since the pressure vessel 1 is provided with the notch portions 13a in the reinforcing plates 13 and 131, the strength measures of the stress concentration portions 10a and 10b are taken only by one reinforcing plate 13 and 131, respectively. Therefore, the mounting work of the reinforcing plates 13 and 131 can be efficiently performed. Further, when the stress concentration portions 10a and 10b are formed on the peripheral portion of the pressure vessel 1 and adjacent to the R portion 1a or the corner portion 1b, the stress concentration portion generated by the R portion 1a or the corner portion 1b. Since the reinforcing plates 13 and 131 having notches at positions including the 10a and 10b are welded to the wall body 2 of the pressure vessel 1, the stress values of the stress concentration portions 10a and 10b can be reduced and strength measures can be taken. it can.

以上では、図8において手前側の側面部6に設けられた補強板13、および図11において示した補強板131について説明したが補強板13、131の配置はこれに限るものではなく、側面部6と対向し、図8では内面2bが示された側面部にも補強板13、131を取り付けても構わない。また、圧力容器1の周縁部に形成された他のR部(例えばR部1c)もしくは他の角部(例えば角部1d)に隣接した箇所に、さらに補強板13、131を取り付けて構わない。 In the above, the reinforcing plate 13 provided on the front side surface portion 6 in FIG. 8 and the reinforcing plate 131 shown in FIG. 11 have been described, but the arrangement of the reinforcing plates 13 and 131 is not limited to this, and the side surface portion is not limited to this. Reinforcing plates 13 and 131 may be attached to the side surface portions facing the sixth surface and showing the inner surface 2b in FIG. Further, the reinforcing plates 13 and 131 may be further attached to a portion adjacent to another R portion (for example, R portion 1c) or another corner portion (for example, corner portion 1d) formed on the peripheral edge portion of the pressure vessel 1. ..

実施の形態3.
実施の形態3に係る圧力容器1について説明する。図12は圧力容器1の外観を示す斜視図、図13は圧力容器1の補強板14の例を示す平面図、図14は圧力容器1の正面図、図15は圧力容器1の側面図、図16は圧力容器1の背面図である。実施の形態3に係る圧力容器1は、直方体の形状で、他の実施の形態とは異なる形状の補強板14を設けた構成になっている。
Embodiment 3.
The pressure vessel 1 according to the third embodiment will be described. 12 is a perspective view showing the appearance of the pressure vessel 1, FIG. 13 is a plan view showing an example of the reinforcing plate 14 of the pressure vessel 1, FIG. 14 is a front view of the pressure vessel 1, and FIG. 15 is a side view of the pressure vessel 1. FIG. 16 is a rear view of the pressure vessel 1. The pressure vessel 1 according to the third embodiment has a rectangular parallelepiped shape and is provided with a reinforcing plate 14 having a shape different from that of the other embodiments.

圧力容器1は、図12に示すように、前面部3、天井部4、背面部5、側面部6、床面部7から構成され、前面部3は開口している。圧力容器1を構成する各要素は壁体2であり、圧力容器1は、複数の金属板の壁体2が溶接により接合されて形成された容器である。 As shown in FIG. 12, the pressure vessel 1 is composed of a front surface portion 3, a ceiling portion 4, a back surface portion 5, a side surface portion 6, and a floor surface portion 7, and the front surface portion 3 is open. Each element constituting the pressure vessel 1 is a wall body 2, and the pressure vessel 1 is a container formed by joining a plurality of metal plate wall bodies 2 by welding.

圧力容器1は、補強構造として、補強部材8および補強板14を備える。補強部材8は、断面形状が例えば16mm×16mmの正方形である四角柱状の部材であり、鉄もしくはステンレスからなる。補強部材8は、図14に示すように、複数の壁体2のうちのひとつの壁体である背面部5の内面2bの中央に溶接されている。補強部材8は、圧力容器1の内部に設置される機器(図示せず)の接続に利用される補強構造である。図15、図16において、補強部材8の外形を破線で示す。 The pressure vessel 1 includes a reinforcing member 8 and a reinforcing plate 14 as a reinforcing structure. The reinforcing member 8 is a square columnar member having a cross-sectional shape of, for example, 16 mm × 16 mm, and is made of iron or stainless steel. As shown in FIG. 14, the reinforcing member 8 is welded to the center of the inner surface 2b of the back surface portion 5, which is one of the plurality of wall bodies 2. The reinforcing member 8 is a reinforcing structure used for connecting equipment (not shown) installed inside the pressure vessel 1. In FIGS. 15 and 16, the outer shape of the reinforcing member 8 is shown by a broken line.

補強板14は、補強部材8が溶接された箇所に起因して生じた応力集中部10cに対する強度対策として設けるものである。補強板14は、図13に示すように、外形が矩形状で、矩形状の開口部14aを中央に備えた鉄などの金属の板材である。補強板14の厚みは、壁体2の板厚と同等、もしくは壁体2の板厚以下の厚さである。 The reinforcing plate 14 is provided as a strength measure against the stress concentration portion 10c generated due to the portion where the reinforcing member 8 is welded. As shown in FIG. 13, the reinforcing plate 14 is a metal plate material having a rectangular outer shape and having a rectangular opening 14a in the center, such as iron. The thickness of the reinforcing plate 14 is equal to or less than the plate thickness of the wall body 2.

本実施の形態では、図16に示すように、応力集中部10cは、補強部材8が取り付けられたひとつの壁体である背面部5の、補強部材8に隣接した箇所の外面部分である。応力集中部10cは補強部材8の付け根であり、補強部材8が溶接された箇所に起因して生じた応力集中部である。応力集中部10cを含む位置に開口を有する補強板14は、補強板14の外周、および内周に沿って壁体からなる背面部5に溶接されている。矩形で板状の補強部材と圧力容器との溶接距離Aと比較して、補強板14と圧力容器1との溶接距離Bは、補強板14に開口部14aを設けているため、溶接距離Bのほうが長くなる。溶接距離Bが溶接距離Aに対して増加するということは、補強板14と圧力容器1との接合距離が従来と比較して増加することになる。その結果、従来と比較して応力集中部の強度は向上する。また、開口していない矩形状の補強部材では、中央部分が圧力容器と全く接合されていなかったが、補強板14は開口していない補強板の中央部分であった箇所も含めて圧力容器1と接合されているため、応力集中部の強度は向上する。 In the present embodiment, as shown in FIG. 16, the stress concentration portion 10c is an outer surface portion of the back surface portion 5 which is one wall body to which the reinforcing member 8 is attached, which is adjacent to the reinforcing member 8. The stress concentration portion 10c is a root of the reinforcing member 8 and is a stress concentration portion generated due to a portion where the reinforcing member 8 is welded. The reinforcing plate 14 having an opening at a position including the stress concentration portion 10c is welded to the back surface portion 5 made of a wall body along the outer circumference and the inner circumference of the reinforcing plate 14. Compared with the welding distance A between the rectangular and plate-shaped reinforcing member and the pressure vessel, the welding distance B between the reinforcing plate 14 and the pressure vessel 1 is the welding distance B because the reinforcing plate 14 is provided with the opening 14a. Is longer. The fact that the welding distance B increases with respect to the welding distance A means that the joining distance between the reinforcing plate 14 and the pressure vessel 1 increases as compared with the conventional case. As a result, the strength of the stress concentration portion is improved as compared with the conventional case. Further, in the rectangular reinforcing member that is not opened, the central portion is not joined to the pressure vessel at all, but the reinforcing plate 14 includes the portion that was the central portion of the reinforcing plate that is not opened. Since it is joined to, the strength of the stress concentration portion is improved.

以上のように、補強部材8が取り付けられたひとつの壁体である背面部5の、補強部材8に隣接した箇所の外面部分が応力集中部10cである場合、補強部材8の付け根が応力集中部10cであり、この溶接された箇所に起因して生じた応力集中部10cを含む位置に開口を有する補強板14の外周および内周に沿って補強板14が圧力容器1の壁体に溶接されているため、応力集中部10cの応力値を低減して強度対策を施すことができる。また、補強板14は外面に取り付けられるため、補強板14の位置あわせが容易であり、取付作業を効率よく行うことができる。 As described above, when the outer surface portion of the back surface portion 5 which is one wall body to which the reinforcing member 8 is attached is the stress concentration portion 10c at the portion adjacent to the reinforcing member 8, the root of the reinforcing member 8 is stress-concentrated. The reinforcing plate 14 is welded to the wall body of the pressure vessel 1 along the outer and inner circumferences of the reinforcing plate 14 which is the portion 10c and has an opening at a position including the stress concentration portion 10c generated due to the welded portion. Therefore, the stress value of the stress concentration portion 10c can be reduced and strength measures can be taken. Further, since the reinforcing plate 14 is attached to the outer surface, the reinforcing plate 14 can be easily aligned and the attaching work can be performed efficiently.

なお、以上では、開口部14aの形状を矩形に設けたが、開口部14aの形状はこれに限るものではなく、応力集中部10cを含む位置に開口を有する形状であれば、例えば五角形もしくは六角形のような多角形であっても構わない。 In the above, the shape of the opening 14a is provided in a rectangular shape, but the shape of the opening 14a is not limited to this, and any shape having an opening at a position including the stress concentration portion 10c is, for example, a pentagon or a hexagon. It may be a polygon such as a rectangle.

また本願は、様々な例示的な実施の形態及び実施例が記載されているが、1つ、または複数の実施の形態に記載された様々な特徴、態様、及び機能は特定の実施の形態の適用に限られるのではなく、単独で、または様々な組み合わせで実施の形態に適用可能である。
従って、例示されていない無数の変形例が、本願明細書に開示される技術の範囲内において想定される。例えば、少なくとも1つの構成要素を変形する場合、追加する場合または省略する場合、さらには、少なくとも1つの構成要素を抽出し、他の実施の形態の構成要素と組み合わせる場合が含まれるものとする。
The present application also describes various exemplary embodiments and examples, although the various features, embodiments, and functions described in one or more embodiments are those of a particular embodiment. It is not limited to application, but can be applied to embodiments alone or in various combinations.
Therefore, innumerable variations not illustrated are envisioned within the scope of the techniques disclosed herein. For example, it is assumed that at least one component is modified, added or omitted, and further, at least one component is extracted and combined with the components of other embodiments.

1 圧力容器、1a R部、1b 角部、1c R部、1d 角部、2 壁体、2a 外面、2b 内面、3 前面部、4 天井部、5 背面部、6 側面部、7 床面部、8 補強部材、9 補強板、9a 切欠き部、10 応力集中部、11 操作機器取付板、12 溶接部、13 補強板、13a 切欠き部、131 補強板、14 補強板、14a 開口部、21 ひとつの壁体、22 他の壁体、30 遮断器、31 遮断器操作機器、100 ガス絶縁開閉装置 1 Pressure vessel, 1a R part, 1b corner part, 1c R part, 1d corner part, 2 wall body, 2a outer surface, 2b inner surface, 3 front part, 4 ceiling part, 5 back part, 6 side part, 7 floor part, 8 Reinforcing member, 9 Reinforcing plate, 9a Notch, 10 Stress concentration part, 11 Operation equipment mounting plate, 12 Welding part, 13 Reinforcing plate, 13a Notch, 131 Reinforcing plate, 14 Reinforcing plate, 14a Opening, 21 One wall, 22 other walls, 30 circuit breakers, 31 circuit breaker operating equipment, 100 gas-insulated switchgear

Claims (8)

複数の金属板の壁体が溶接により接合されて形成された圧力容器であって、
前記壁体における溶接された箇所の周囲の一部を含む位置に切欠きを有する、補強板を、前記壁体に備えていることを特徴とする圧力容器。
A pressure vessel formed by welding the walls of a plurality of metal plates.
A pressure vessel characterized in that the wall body is provided with a reinforcing plate having a notch at a position including a part around a welded portion of the wall body.
複数の金属板の壁体が溶接により接合されて形成された圧力容器であって、
前記壁体における溶接された箇所の周囲の一部を含む位置に開口を有する、補強板を、前記壁体に備えていることを特徴とする圧力容器。
A pressure vessel formed by welding the walls of a plurality of metal plates.
A pressure vessel characterized in that the wall body is provided with a reinforcing plate having an opening at a position including a part around a welded portion of the wall body.
切欠きを有した前記補強板は、前記補強板の外周に沿って前記壁体に溶接されていることを特徴とする請求項1に記載の圧力容器。 The pressure vessel according to claim 1, wherein the reinforcing plate having a notch is welded to the wall body along the outer periphery of the reinforcing plate. 開口を有した前記補強板は、前記補強板の外周および内周に沿って前記壁体に溶接されていることを特徴とする請求項2に記載の圧力容器。 The pressure vessel according to claim 2, wherein the reinforcing plate having an opening is welded to the wall body along the outer circumference and the inner circumference of the reinforcing plate. 複数の前記壁体のうちのひとつの壁体の外面に溶接された補強部材を備え、
前記ひとつの壁体に接合された他の壁体の外面の、前記補強部材に隣接した箇所を含む位置に切欠きを有する、前記補強板が溶接されていることを特徴とする請求項3に記載の圧力容器。
A reinforcing member welded to the outer surface of one of the plurality of wall bodies is provided.
3. A third aspect of the present invention, wherein the reinforcing plate having a notch at a position including a portion adjacent to the reinforcing member on the outer surface of the other wall body joined to the one wall body is welded. The pressure vessel described.
複数の前記壁体のうちのひとつの壁体の内面に溶接された補強部材を備え、
前記ひとつの壁体の前記補強部材に隣接した箇所の外面部分を含む位置に開口を有する、前記補強板が溶接されていることを特徴とする請求項4に記載の圧力容器。
A reinforcing member welded to the inner surface of one of the plurality of wall bodies is provided.
The pressure vessel according to claim 4, wherein the reinforcing plate is welded and has an opening at a position including an outer surface portion of a portion of the one wall body adjacent to the reinforcing member.
前記圧力容器の周縁部に形成されたR部もしくは角部に隣接した箇所を含む位置に切欠きを有する、前記補強板が溶接されていることを特徴とする請求項3に記載の圧力容器。 The pressure vessel according to claim 3, wherein the reinforcing plate is welded, which has a notch at a position including an R portion formed on the peripheral edge portion of the pressure vessel or a portion adjacent to a corner portion. 請求項1から請求項7のいずれか1項に記載した圧力容器と、
前記圧力容器の内部に収容された遮断器と、を備えたことを特徴とするガス絶縁開閉装置。
The pressure vessel according to any one of claims 1 to 7.
A gas-insulated switchgear comprising a circuit breaker housed inside the pressure vessel.
JP2019184246A 2019-10-07 2019-10-07 Pressure vessel and gas-insulated switchgear using the same Active JP7336950B2 (en)

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55104314U (en) * 1979-01-16 1980-07-21
JPS58188268U (en) * 1982-06-07 1983-12-14 トヨタ自動車株式会社 Reinforcement members for welded joints
JPS6178575A (en) * 1984-09-26 1986-04-22 Mitsubishi Heavy Ind Ltd Preventions method of brittle fracture
JPH0942595A (en) * 1995-07-25 1997-02-14 Toyoda Gosei Co Ltd Pressure container
JPH11113112A (en) * 1997-10-03 1999-04-23 Fuji Electric Co Ltd Airtight tank for switching control device

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55104314U (en) * 1979-01-16 1980-07-21
JPS58188268U (en) * 1982-06-07 1983-12-14 トヨタ自動車株式会社 Reinforcement members for welded joints
JPS6178575A (en) * 1984-09-26 1986-04-22 Mitsubishi Heavy Ind Ltd Preventions method of brittle fracture
JPH0942595A (en) * 1995-07-25 1997-02-14 Toyoda Gosei Co Ltd Pressure container
JPH11113112A (en) * 1997-10-03 1999-04-23 Fuji Electric Co Ltd Airtight tank for switching control device

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