JP3064704B2 - Transformer - Google Patents

Transformer

Info

Publication number
JP3064704B2
JP3064704B2 JP4298375A JP29837592A JP3064704B2 JP 3064704 B2 JP3064704 B2 JP 3064704B2 JP 4298375 A JP4298375 A JP 4298375A JP 29837592 A JP29837592 A JP 29837592A JP 3064704 B2 JP3064704 B2 JP 3064704B2
Authority
JP
Japan
Prior art keywords
transformer
reinforcing
base
reinforcing column
main body
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP4298375A
Other languages
Japanese (ja)
Other versions
JPH06151198A (en
Inventor
公志郎 江藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Toshiba Corp
Original Assignee
Toshiba Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Toshiba Corp filed Critical Toshiba Corp
Priority to JP4298375A priority Critical patent/JP3064704B2/en
Publication of JPH06151198A publication Critical patent/JPH06151198A/en
Application granted granted Critical
Publication of JP3064704B2 publication Critical patent/JP3064704B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Housings And Mounting Of Transformers (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、積層鉄心に巻線を巻装
してなる2台の変圧器本体を、その鉄心積層方向に対向
するようにしてベース上に並設したものに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a transformer having two transformer bodies each having a winding wound around a laminated iron core and arranged side by side on a base so as to oppose each other in the lamination direction of the iron core.

【0002】[0002]

【従来の技術】この種変圧器の従来構成を図7および図
8に基づいて説明する。複数の鋼材1aおよび1bを矩
形状に組合せてなるベース1上には、三相三脚型の積層
鉄心2aに巻線2bを装着してなる2台の変圧器本体
2,2が設けられている。積層鉄心2aの鉄心積層方向
は、紙面左右方向になっており、2台の変圧器本体2,
2は、その鉄心積層方向に対向するようにして並設され
ている。そして、各変圧器本体2は、積層鉄心2aの下
部クランプ2cをベース1にボルト締めすることによ
り、ベース1に固定されている。
2. Description of the Related Art A conventional structure of this type of transformer will be described with reference to FIGS. On a base 1 formed by combining a plurality of steel materials 1a and 1b in a rectangular shape, there are provided two transformer bodies 2, 2 each having a winding 2b mounted on a three-phase tripod-type laminated iron core 2a. . The lamination direction of the laminated core 2a is in the horizontal direction on the paper, and the two transformer bodies 2,
2 are arranged side by side so as to face each other in the iron core laminating direction. Each transformer body 2 is fixed to the base 1 by bolting the lower clamp 2c of the laminated core 2a to the base 1.

【0003】各変圧器本体2の上部における左,右両側
部とベース1との間は、夫々補強柱3,3により連結さ
れる。この補強柱3は、下端がベース1にボルト締めさ
れ、上端が積層鉄心2aの上部クランプ2dに溶接さ
れ、各変圧器本体2の長手方向の両端部に2個ずつ、合
計8個設けられている。これにより、地震等によりベー
ス1が紙面左右方向へ振動しても、各変圧器本体2のベ
ース1に対する振動を、複数の補強柱3により抑えよう
とするものである。
The left and right sides of the upper part of each transformer body 2 and the base 1 are connected by reinforcing columns 3 and 3, respectively. The reinforcing columns 3 are bolted at the lower end to the base 1 and welded at the upper end to the upper clamp 2d of the laminated core 2a. I have. Thus, even if the base 1 vibrates in the horizontal direction of the drawing due to an earthquake or the like, the vibration of the transformer main bodies 2 with respect to the base 1 is suppressed by the plurality of reinforcing columns 3.

【0004】[0004]

【発明が解決しようとする課題】ところで、積層鉄心2
aの剛性は、その鉄心積層方向に対して比較的小さく、
このため、上記従来構成においては、各変圧器本体2
が、紙面左右方向へ振動し易いという事情がある。従っ
て、補強柱3の紙面左右方向への剛性を向上させて変圧
器本体2の振動量をより小さくすることが好ましく、こ
れには、各変圧器本体2に対する補強柱3の取付け角度
θを大にすることが考えられる。
By the way, the laminated core 2
The rigidity of a is relatively small with respect to the iron core lamination direction,
For this reason, in the above-mentioned conventional configuration, each transformer main body 2
However, there is a circumstance that the paper is likely to vibrate in the left-right direction. Therefore, it is preferable to improve the rigidity of the reinforcing columns 3 in the left-right direction on the paper surface to further reduce the vibration amount of the transformer main body 2. To this end, the mounting angle θ of the reinforcing columns 3 with respect to each transformer main body 2 is increased. It can be considered.

【0005】しかしながら、補強柱3の取付け角度θを
大にすると、その分、ベース1の幅寸法Wが大になって
しまい、変圧器全体が大形化してしまう不具合が生じ
る。しかも、変圧器をキュービクルに収納して使用する
場合には、そのキュービクルも大形化される。
However, when the mounting angle θ of the reinforcing column 3 is increased, the width W of the base 1 is correspondingly increased, which causes a problem that the entire transformer is increased in size. Moreover, when the transformer is housed in a cubicle and used, the cubicle is also enlarged.

【0006】また、ベース1の紙面左右方向への振動に
対して、変圧器本体2の下側および長手方向に沿う両端
部の左,右両側は、ベース1および補強柱3により拘束
されるのに対し、変圧器本体2の中央上部は拘束されな
い。従って、変圧器本体2の撓み量が、中央上部におい
て大になり、その結果、特に積層鉄心2aが、三相三脚
型のように、細長い形状である場合には、各変圧器本体
2が捻られた状態になってしまう。この傾向は、変圧器
本体2の長手方向に沿う両端部の左,右両側を支える補
強柱3の剛性を向上させる程、顕著になることが予想さ
れる。従って、補強柱3の剛性を向上させるにあたって
は、変圧器本体2の捻りという問題も考慮する必要があ
る。
Further, in response to vibration of the base 1 in the horizontal direction of the drawing, the lower side and both left and right ends of the transformer main body 2 along the longitudinal direction are restrained by the base 1 and the reinforcing columns 3. On the other hand, the upper central part of the transformer main body 2 is not restrained. Therefore, the amount of deflection of the transformer body 2 becomes large in the upper center, and as a result, each transformer body 2 is twisted, particularly when the laminated core 2a has an elongated shape such as a three-phase tripod type. It will be in the state that was done. This tendency is expected to become more remarkable as the rigidity of the reinforcing columns 3 that support the left and right sides of both ends along the longitudinal direction of the transformer main body 2 is improved. Therefore, in improving the rigidity of the reinforcing column 3, it is necessary to consider the problem of the transformer main body 2 being twisted.

【0007】本発明は上記事情に鑑みてなされたもので
あり、その目的は、全体が大形化されることなく、変圧
器本体のベースに対する振動量をより小さくし得、しか
も、変圧器本体に捻りが生じることをも防止し得る変圧
器を提供するにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and has as its object to reduce the amount of vibration of a transformer body relative to a base without increasing the overall size of the transformer body. An object of the present invention is to provide a transformer capable of preventing a twist from occurring in the transformer.

【0008】[0008]

【課題を解決するための手段】本発明は、積層鉄心に巻
線を巻装してなる2台の変圧器本体を、その鉄心積層方
向に対向するようにしてベース上に並設した変圧器にお
いて、前記2台の変圧器本体の上部相互間を補強フレー
ムで連結し、一方の変圧器本体の上部における鉄心積層
方向の一側部および他側部と前記ベースとの間を夫々斜
状の補強柱で連結し、他方の変圧器本体の上部における
鉄心積層方向の一側部と前記一方の変圧器本体の他側部
側の補強柱との間をその補強柱より短尺な斜状の補強柱
で連結すると共に、前記他方の変圧器本体の上部におけ
る鉄心積層方向の他側部と前記ベースとの間を斜状の補
強柱で連結したところに特徴を有する。
According to the present invention, there is provided a transformer in which two transformer bodies each having a winding wound around a laminated iron core are juxtaposed on a base so as to face each other in the direction of lamination of the iron core. In the above, the upper portions of the two transformer bodies are connected to each other by a reinforcing frame, and the upper portion of one of the transformer bodies has a slanted portion between one side and the other side in the core lamination direction and the base. A slanted reinforcement that is connected with a reinforcing column and that is shorter than the reinforcing column between one side of the core of the other transformer main body in the stacking direction and the reinforcing column on the other side of the one transformer main body. It is characterized in that it is connected by a pillar, and that the other side of the upper part of the other transformer body in the direction of lamination of the iron core and the base are connected by an oblique reinforcing pillar.

【0009】[0009]

【作用】上記手段によれば、一方の変圧器本体の側部を
支える補強柱に、他方の変圧器本体の一側部がその補強
柱より短尺な補強柱により支えられるようになる。従っ
て、変圧器本体に対する各補強柱の取付け角度を大にし
ても、変圧器全体の幅寸法は大にならない。また、2台
の変圧器本体の上部相互間を補強フレームにより連結し
たので、各変圧器本体の中央上部が振動しなくなり、そ
の結果、各変圧器本体が捻られた状態になることを防止
できる。
According to the above-mentioned means, one side of the other transformer main body is supported by the reinforcing column shorter than the reinforcing column on the reinforcing column supporting one side of the transformer main body. Therefore, even if the mounting angle of each reinforcing column with respect to the transformer main body is increased, the width of the entire transformer is not increased. In addition, since the upper portions of the two transformer bodies are connected to each other by the reinforcing frame, the upper central portion of each transformer body does not vibrate, and as a result, each transformer body can be prevented from being twisted. .

【0010】[0010]

【実施例】以下、本発明の一実施例を図1ないし図6に
基づいて説明する。まず、図2において、ベース11
は、細長な鋼材11aおよび11bを矩形枠状に組合せ
てなるものであり、このベース11上には、図1に示す
ように、2台の変圧器本体12,13が配置されてい
る。即ち、変圧器本体12,13は、三相三脚型の積層
鉄心12a,13aの脚部夫々に巻線12b,13bを
装着してなるものであり、積層鉄心12a,13aは、
その鉄心積層方向が紙面左右方向になっている。そし
て、2台の変圧器本体12,13は、その鉄心積層方向
に対向するようにして並行配置されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. First, in FIG.
Is formed by combining elongated steel materials 11a and 11b in a rectangular frame shape. On the base 11, two transformer bodies 12, 13 are arranged as shown in FIG. That is, the transformer bodies 12, 13 are formed by mounting the windings 12b, 13b on the legs of the three-phase three-legged laminated cores 12a, 13a, respectively.
The iron core lamination direction is the left-right direction on the paper. The two transformer bodies 12, 13 are arranged in parallel so as to face each other in the iron core laminating direction.

【0011】積層鉄心12aおよび13aの上端部に
は、夫々断面略コ字状をなす一対の上部クランプ14
a,14aおよび14b,14bが取付けられ、下端部
には、一対の下部クランプ15a,15aおよび15
b,15bが取付けられている。そして、変圧器本体1
2および13は、下部クランプ15a,15aおよび1
5b,15bをベース11にボルト締めすることによ
り、ベース11上に固定されている。
At the upper ends of the laminated cores 12a and 13a, a pair of upper clamps 14 each having a substantially U-shaped cross section are provided.
a, 14a and 14b, 14b are attached, and a pair of lower clamps 15a, 15a, 15
b, 15b are attached. And the transformer body 1
2 and 13 are lower clamps 15a, 15a and 1
5b and 15b are fixed on the base 11 by bolting them to the base 11.

【0012】また、補強フレーム16は、図3に示すよ
うに、断面略コ字状をなす鋼材を矩形枠状に組み合わせ
てなるフレーム本体16aと、フレーム本体16aの枠
内に設けられた補強部材16b,16bとから構成され
たものである。そして、フレーム本体16aには、複数
の取付孔16cが形成されており、図1に示すように、
取付孔16cに挿設されたボルト17aを、変圧器本体
12および13の上部クランプ14a,14aおよび1
4b,14bの取付孔に螺合することにより、変圧器本
体12および13の上部相互間が、補強フレーム16に
より連結されている。
As shown in FIG. 3, the reinforcing frame 16 includes a frame body 16a formed by combining steel members having a substantially U-shaped cross section in a rectangular frame shape, and a reinforcing member provided in the frame of the frame body 16a. 16b, 16b. A plurality of mounting holes 16c are formed in the frame main body 16a, and as shown in FIG.
The bolts 17a inserted into the mounting holes 16c are connected to the upper clamps 14a, 14a and 1 of the transformer bodies 12 and 13.
The upper portions of the transformer bodies 12 and 13 are connected to each other by the reinforcing frame 16 by being screwed into the mounting holes 4b and 14b.

【0013】一方の変圧器本体12の上部における鉄心
積層方向の一側部たる左側部および他側部たる右側部
と、ベース11との間は、夫々斜状をなす第1および第
2の補強柱18および19により連結される。
The first and second reinforcements each have an oblique shape between the left and right sides, one side and the other side, of the upper part of the transformer main body 12 in the core lamination direction. They are connected by columns 18 and 19.

【0014】即ち、第1の補強柱18は、図2に示すよ
うに、変圧器本体12の長手方向の両端部に各1本ずつ
設けられるもので、図4に示すように、断面H形の鋼材
18aと鋼材18aの下端面に溶接された平板状の座部
18bとから構成されている。そして、この座部18b
には、複数の取付孔18cが形成されており、第1の補
強柱18の下端側は、取付孔18cに挿設されたボルト
17bをベース11の取付孔に螺合することにより、ベ
ース11に取付けられ、上端側は、変圧器本体12の左
側の上部クランプ14aに溶接されることにより、変圧
器本体12に取付けられている。
That is, as shown in FIG. 2, one first reinforcing column 18 is provided at each of both ends in the longitudinal direction of the transformer main body 12, and as shown in FIG. And a flat seat portion 18b welded to the lower end surface of the steel material 18a. And this seat 18b
Are formed with a plurality of mounting holes 18c. The lower end side of the first reinforcing column 18 is screwed into a mounting hole of the base 11 with a bolt 17b inserted in the mounting hole 18c, so that the base 11 The upper end is attached to the transformer main body 12 by being welded to an upper clamp 14a on the left side of the transformer main body 12.

【0015】第2の補強柱19は、図2に示すように、
変圧器本体12の長手方向の両端部に各1本ずつ設けら
れるもので、図5に示すように、鋼材18aに相当する
鋼材19aと座部18bに相当する座部19bとから構
成されている。そして、鋼材19aの略中間には、取付
孔(図示せず)を有する座部19dが設けられており、
第2の補強柱19は、第1の補強柱18と同様、下端側
がボルト17cによりベース11に固定され、上端側が
変圧器本体12の右側の上部クランプ14aに溶接され
ている。
The second reinforcing column 19 is, as shown in FIG.
Each one is provided at each of both ends in the longitudinal direction of the transformer main body 12, and as shown in FIG. 5, is composed of a steel material 19a corresponding to the steel material 18a and a seat portion 19b corresponding to the seat portion 18b. . A seat 19d having a mounting hole (not shown) is provided substantially in the middle of the steel material 19a.
Like the first reinforcing column 18, the second reinforcing column 19 has a lower end fixed to the base 11 by bolts 17c and an upper end welded to the upper clamp 14a on the right side of the transformer body 12.

【0016】また、他方の変圧器本体13の上部におけ
る鉄心積層方向の一側部たる左側部と、一方の変圧器本
体12の右側の第2の補強柱19との間は、斜状をなす
第3の補強柱20により連結されるようになっている。
即ち、第3の補強柱20は、図2に示すように、変圧器
本体12の長手方向の両端部に各1本ずつ設けられてお
り、図6に示すように、第1および第2の補強柱18お
よび19より短尺な断面H形の鋼材20aと、鋼材20
aの下端面に溶接された平板状の座部20bとから構成
されている。
An oblique shape is formed between the left side, which is one side of the upper part of the other transformer body 13 in the lamination direction of the iron core, and the second reinforcing column 19 on the right side of the one transformer body 12. They are connected by third reinforcing columns 20.
That is, as shown in FIG. 2, one third reinforcing column 20 is provided at each of both ends in the longitudinal direction of the transformer main body 12, and as shown in FIG. A steel member 20a having a shorter H-shaped cross section than the reinforcing columns 18 and 19;
a of a flat plate-shaped seat portion 20b welded to the lower end surface of a.

【0017】そして、第3の補強柱20の下端側は、座
部20bの取付孔20cに挿設されたボルト17dを、
第2の補強柱19の座部19dに設けられた取付孔に螺
合することにより、第2の補強柱19に取付けられてい
る。また、上端側は、変圧器本体13の左側の上部クラ
ンプ14に溶接されることにより、変圧器本体13に取
付けられている。
The lower end of the third reinforcing column 20 is provided with a bolt 17d inserted into the mounting hole 20c of the seat 20b.
The second reinforcing column 19 is attached to the second reinforcing column 19 by being screwed into a mounting hole provided in a seat 19 d of the second reinforcing column 19. The upper end is attached to the transformer main body 13 by being welded to the upper clamp 14 on the left side of the transformer main body 13.

【0018】さらに、他方の変圧器本体13の上部にお
ける鉄心積層方向の他側部たる右側部とベース11との
間は、第1の補強柱18により連結されており、この第
1の補強柱18は、図2に示すように、変圧器本体13
の長手方向の両端部に各1本ずつ設けられている。
Further, the upper portion of the other transformer body 13 is connected to the base 11 by a first reinforcing column 18 between the right side, which is the other side in the iron core laminating direction, and the first reinforcing column. 18 is a transformer body 13 as shown in FIG.
Are provided at both ends in the longitudinal direction.

【0019】上記実施例によれば次の効果を奏する。即
ち、変圧器本体13の上部における左側部と変圧器本体
12の右側の第2の補強柱19との間を、第1および第
2の補強柱18および19より短尺な第3の補強柱20
で連結するようにしたので、変圧器本体12,13に対
する各補強柱18ないし20の取付け角度θを大にして
も、変圧器全体の幅寸法は大にならず、変圧器をキュー
ビクルに収納して使用する場合にも、そのキュービクル
は、大形化されない。しかも、その結果、鉄心積層方向
への各補強柱18ないし20の剛性が向上するので、地
震等により、ベース11が鉄心積層方向へ振動しても、
変圧器本体12,13はベース11に対して振動しな
い。
According to the above embodiment, the following effects can be obtained. That is, a third reinforcing column 20 shorter than the first and second reinforcing columns 18 and 19 is provided between the left side of the upper portion of the transformer main body 13 and the second reinforcing column 19 on the right side of the transformer main body 12.
Even if the mounting angle θ of each of the reinforcing columns 18 to 20 with respect to the transformer main bodies 12 and 13 is increased, the overall width of the transformer is not increased, and the transformer is stored in a cubicle. The cubicle is not enlarged even when used. Moreover, as a result, the rigidity of each of the reinforcing columns 18 to 20 in the core lamination direction is improved, so that even if the base 11 vibrates in the core lamination direction due to an earthquake or the like,
The transformer bodies 12 and 13 do not vibrate with respect to the base 11.

【0020】また、2台の変圧器本体12,13の上部
相互間を連結する補強フレーム16を設けたので、変圧
器本体12,13の中央上部も、地震等による鉄心積層
方向への振動に対して拘束されるようになる。従って、
従来とは異なり、変圧器本体12,13が、中央上部に
おいて撓むことはなく、その結果、各変圧器本体12,
13が捻られた状態になることを防止できる。
Further, since the reinforcing frame 16 for connecting the upper portions of the two transformer bodies 12 and 13 to each other is provided, the upper central part of the transformer bodies 12 and 13 is also resistant to vibration in the iron core laminating direction due to an earthquake or the like. You will be restricted. Therefore,
Unlike the prior art, the transformer bodies 12, 13 do not bend at the upper center, and as a result, each transformer body 12, 13
13 can be prevented from being twisted.

【0021】尚、上記実施例においては、2台の変圧器
本体12,13を並設する構成としたが、3台以上並設
しても良く、この場合、3台目以後の変圧器本体は、他
方の変圧器本体13と同様、第2および第3の補強柱1
9および20により支えるようにすれば良い。
In the above embodiment, two transformer bodies 12, 13 are arranged side by side. However, three or more transformer bodies may be arranged side by side. In this case, the third and subsequent transformer bodies are arranged. Are the second and third reinforcing columns 1 like the other transformer body 13.
What is necessary is just to support by 9 and 20.

【0022】また、上記実施例においては、第1ないし
第3の補強柱18ないし20の上端側を上部クランプ1
4a,14bに溶接するようにしたが、ボルト締めして
も良い。
In the above embodiment, the upper ends of the first to third reinforcing columns 18 to 20 are connected to the upper clamp 1.
4a and 14b are welded, but bolts may be used.

【0023】[0023]

【発明の効果】以上の説明から明らかなように、本発明
の変圧器によれば、一方の変圧器本体の補強柱に、他方
の変圧器本体の一側部を短尺な補強柱により支えること
ができるので、変圧器本体に対する各補強柱の取付け角
度を大にしても、変圧器全体の幅寸法は大にならない。
その結果、鉄心積層方向への各支柱の剛性が向上するの
で、鉄心積層方向への各変圧器本体の振動量を小さくで
きる。また、複数の変圧器本体の上部相互間を連結する
補強フレームを設けたので、各変圧器本体の中央上部も
振動に対して拘束されるようになる。その結果、各変圧
器本体の中央上部が撓まなくなり、各変圧器本体が捻ら
れた状態になることを防止できる。
As is apparent from the above description, according to the transformer of the present invention, one side of the transformer main body is supported by the reinforcing column of the other transformer main body by the short reinforcing column. Therefore, even if the mounting angle of each reinforcing column with respect to the transformer main body is increased, the overall width of the transformer is not increased.
As a result, the rigidity of each column in the core lamination direction is improved, so that the amount of vibration of each transformer body in the core lamination direction can be reduced. In addition, since the reinforcing frame that connects the upper portions of the plurality of transformer bodies is provided, the upper central portion of each transformer body is also restrained against vibration. As a result, the upper central portion of each transformer main body does not bend, thereby preventing each transformer main body from being twisted.

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

【図1】本発明の一実施例を示す側面図FIG. 1 is a side view showing one embodiment of the present invention.

【図2】上面図FIG. 2 is a top view

【図3】補強フレームの斜視図FIG. 3 is a perspective view of a reinforcing frame.

【図4】第1の補強柱を示す斜視図FIG. 4 is a perspective view showing a first reinforcing column.

【図5】第2の補強柱を示す斜視図FIG. 5 is a perspective view showing a second reinforcing column.

【図6】第3の補強柱を示す斜視図FIG. 6 is a perspective view showing a third reinforcing column.

【図7】従来例を示す図1相当図FIG. 7 shows a conventional example and is equivalent to FIG.

【図8】図2相当図FIG. 8 is a diagram corresponding to FIG. 2;

【符号の説明】[Explanation of symbols]

11はベース、12,13は変圧器本体、12a,13
aは積層鉄心、12b,13bは巻線、16は補強フレ
ーム、18は第1の補強柱、19は第2の補強柱、20
は第3の補強柱を示す。
11 is a base, 12 and 13 are transformer main bodies, 12a and 13
a is a laminated iron core, 12b and 13b are windings, 16 is a reinforcing frame, 18 is a first reinforcing column, 19 is a second reinforcing column, 20
Indicates a third reinforcing column.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 積層鉄心に巻線を巻装してなる2台の変
圧器本体を、その鉄心積層方向に対向するようにしてベ
ース上に並設したものにおいて、前記2台の変圧器本体
の上部相互間を補強フレームで連結し、一方の変圧器本
体の上部における鉄心積層方向の一側部および他側部と
前記ベースとの間を夫々斜状の補強柱で連結し、他方の
変圧器本体の上部における鉄心積層方向の一側部と前記
一方の変圧器本体の他側部側の補強柱との間をその補強
柱より短尺な斜状の補強柱で連結すると共に、前記他方
の変圧器本体の上部における鉄心積層方向の他側部と前
記ベースとの間を斜状の補強柱で連結したことを特徴と
する変圧器。
1. A two-transformer body comprising two transformer bodies each formed by winding a winding around a laminated iron core and juxtaposed on a base so as to face in a direction in which the cores are laminated. Are connected to each other by a reinforcing frame, and one side and the other side of the upper part of one transformer body in the direction of lamination of the iron core and the base are connected to each other by oblique reinforcing columns, and the other transformer is connected. One side portion of the upper part of the transformer body in the core lamination direction and the reinforcing column on the other side of the one transformer main body are connected by a slanted reinforcing column shorter than the reinforcing column, and A transformer, wherein the other side of the upper part of the transformer body in the stacking direction of the iron core and the base are connected to each other by a slanted reinforcing column.
JP4298375A 1992-11-09 1992-11-09 Transformer Expired - Fee Related JP3064704B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4298375A JP3064704B2 (en) 1992-11-09 1992-11-09 Transformer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4298375A JP3064704B2 (en) 1992-11-09 1992-11-09 Transformer

Publications (2)

Publication Number Publication Date
JPH06151198A JPH06151198A (en) 1994-05-31
JP3064704B2 true JP3064704B2 (en) 2000-07-12

Family

ID=17858880

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4298375A Expired - Fee Related JP3064704B2 (en) 1992-11-09 1992-11-09 Transformer

Country Status (1)

Country Link
JP (1) JP3064704B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107045921A (en) * 2017-04-07 2017-08-15 国网安徽省电力公司淮北供电公司 A kind of quake-proof supporting structure of dry-type transformer

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200486561Y1 (en) * 2014-03-17 2018-06-07 엘에스산전 주식회사 Supporter of Cast Resin Transformer
KR101889337B1 (en) * 2018-05-15 2018-08-20 산일전기 주식회사 Molded Transformer

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107045921A (en) * 2017-04-07 2017-08-15 国网安徽省电力公司淮北供电公司 A kind of quake-proof supporting structure of dry-type transformer
CN107045921B (en) * 2017-04-07 2019-04-16 国网安徽省电力有限公司淮北供电公司 A kind of quake-proof supporting structure of dry-type transformer

Also Published As

Publication number Publication date
JPH06151198A (en) 1994-05-31

Similar Documents

Publication Publication Date Title
JP3064704B2 (en) Transformer
JP2009147196A (en) Earthquake-proof type molded transformer
JP6320150B2 (en) Amorphous transformer
JP7090781B1 (en) Formwork structure of concrete prism
KR102267935B1 (en) Tower crane
JPH07106156A (en) Winding iron core transformer
JP2755645B2 (en) Winding core type static induction machine
JP3729899B2 (en) Steel anchor method and steel anchor device
JP2012074493A (en) Stationary induction electric apparatus
JPH0610408A (en) Column base structure
JP2022097896A (en) Mold transformer
JP3546374B2 (en) Method of joining structural materials and hardware
JP2982443B2 (en) Transformer anti-vibration rubber mounting structure
JPH06272304A (en) Junction structure of reinforced concrete column and steel framed beam
JPH0665963A (en) Structure for joining of core wall and steel framed beam
JP3470461B2 (en) Transformer
JP2005032814A (en) Earthquake-resistant structure transformer
JPH06267759A (en) Method and structure for fastening gap core
JP3057379B2 (en) Formwork equipment
JPH1120825A (en) Pallet supporter
JP3489249B2 (en) Transformer winding tightening structure
JP3259236B2 (en) Non-thrust large span frame construction method
JPS6088417A (en) Fastening device of iron core
JPH06176942A (en) Amorphous magnetic core transformer
JPH11141050A (en) Structure of reinforcement truss and reinforced concrete structure

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees