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JP4742009B2 - Panel storage type transformer - Google Patents
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JP4742009B2 - Panel storage type transformer - Google Patents

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Publication number
JP4742009B2
JP4742009B2 JP2006285669A JP2006285669A JP4742009B2 JP 4742009 B2 JP4742009 B2 JP 4742009B2 JP 2006285669 A JP2006285669 A JP 2006285669A JP 2006285669 A JP2006285669 A JP 2006285669A JP 4742009 B2 JP4742009 B2 JP 4742009B2
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transformer
vibration
bolt
steady
rest
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JP2008103578A (en
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畔上達人
佐藤孝平
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Hitachi Industrial Equipment Systems Co Ltd
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Hitachi Industrial Equipment Systems Co Ltd
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Description

本発明は、変圧器の振動が盤側に伝達を防止する振れ止め構造に関するものである。   The present invention relates to a steady rest structure for preventing transmission of vibration of a transformer to the panel side.

変圧器の耐震振れ止め対策としては、上締金具に上部固定用金具を設け、これと盤フレーム側の取付け座の間に防振ゴムを介してボルトで固定している。防振ゴムには振動方向に荷重がかからない為固有振動数が大きい。床面への振動抑制対策として、変圧器の下部に固有振動数の小さい低振動防振装置を取り付けた場合、変圧器上部の防振ゴムの固有振動数が低振動防振装置の固有振動数よりも大きいため、振動が盤フレームに伝わって低振動防振装置の効果が十分に得られない問題がある。そこで、変圧器上部の接触点をなくし、変圧器本体が直接接触することなく耐震振れ止め性能を持たせた構造を用いる必要がある。   As a measure against seismic steadying of the transformer, an upper fixing bracket is provided on the upper clamp, and it is fixed with bolts via an anti-vibration rubber between the mounting bracket on the panel frame side. Anti-vibration rubber has a high natural frequency because no load is applied in the vibration direction. When a low vibration isolator with a low natural frequency is attached to the lower part of the transformer as a countermeasure to suppress vibration on the floor, the natural frequency of the anti-vibration rubber at the top of the transformer is the natural frequency of the low vibration isolator. Therefore, there is a problem that the vibration is transmitted to the board frame and the effect of the low vibration isolator cannot be sufficiently obtained. Therefore, it is necessary to use a structure that eliminates the contact point on the upper part of the transformer and has an anti-seismic anti-sway performance without directly contacting the transformer body.

また、特許文献1(特開平11−87145号公報)には、変圧器本体とこれを収納する盤を共通のベース上に固定し、ベースと変圧器本体の上部との間に支え部材を結合して設け、変圧器本体の上部の両端部を盤に結合することにより、盤に耐震構造を施すことなく、変圧器本体と盤の耐震強度を確保することが記載されている。   In Patent Document 1 (Japanese Patent Laid-Open No. 11-87145), a transformer body and a panel for storing the transformer body are fixed on a common base, and a support member is coupled between the base and the upper part of the transformer body. It is described that securing the seismic strength of the transformer main body and the board without providing an earthquake-resistant structure by connecting both ends of the upper part of the transformer main body to the board.

特開平11−87145号公報Japanese Patent Laid-Open No. 11-87145

従来の構造においては、変圧器上部が防振ゴムを介して盤側と接触する構造であった為、変圧器上部から変圧器本体の振動が外部へ伝達する問題があった。また、変圧器の下部に固有振動数の小さい低振動防振装置を取り付けた場合、変圧器上部の防振ゴムの固有振動数が低振動防振装置の固有振動数よりも大きいため、振動が盤フレームに伝わって低振動防振装置の効果が十分に得られない問題があった。   In the conventional structure, since the upper part of the transformer is in contact with the panel side via the anti-vibration rubber, there is a problem that the vibration of the transformer body is transmitted from the upper part of the transformer to the outside. In addition, when a low vibration isolator with a low natural frequency is attached to the lower part of the transformer, the natural vibration of the anti-vibration rubber at the top of the transformer is greater than the natural frequency of the low vibration isolator, so that vibration is generated. There was a problem that the effect of the low vibration isolator could not be sufficiently obtained when transmitted to the panel frame.

また、特許文献1の構成においても変圧器から盤への防振効果は得られなかった。   Further, even in the configuration of Patent Document 1, the effect of vibration isolation from the transformer to the panel was not obtained.

本発明は上記の問題点を解決すべく、振動を伝達することなく耐震振れ止め性能を有する変圧器振れ止め構造を提供することである。   In order to solve the above problems, an object of the present invention is to provide a transformer steadying structure having a seismic steadying performance without transmitting vibrations.

本発明は上記課題を解決する為、変圧器の幅より外側にボルトを突き出し、盤側の振れ
止め座に設けた穴に貫通させることで変圧器が振れた時にストッパーとして機能させる。
さらに、貫通したボルトの先をナットで固定することで3軸方向の耐震機能を有する構造
となる。
また、上部に耐震振れ止め部を設けた変圧器を変圧器が収納される盤に収納された盤収納形変圧器において、商用周波数の2倍の振動周波数を防振する防振装置を前記変圧器の下部に設け、前記耐震振れ止め部として前記変圧器の幅より外側にボルトを突き出した構造とし、前記盤側の振れ止め座に設けた穴に貫通して該ボルトと該穴が非接触となるように所定間隔を設け、前記盤側の振れ止め座の穴が上下方向に長穴である
ようにする。
In order to solve the above-mentioned problems, the present invention allows a bolt to protrude outside the width of the transformer and penetrates through a hole provided in a steady seat on the panel side to function as a stopper when the transformer swings.
Furthermore, it becomes a structure which has an earthquake-proof function of a triaxial direction by fixing the tip of the penetrated bolt with a nut.
In addition, in a panel storage type transformer in which a transformer having an anti-seismic anti-vibration portion at the top is housed in a panel in which the transformer is housed, the vibration isolator for preventing vibration frequency twice the commercial frequency It is provided in the lower part of the machine and has a structure in which the bolt protrudes outside the width of the transformer as the seismic anti-static part, and the bolt and the hole are not in contact with each other through the hole provided in the steady rest on the panel side A predetermined interval is provided so that the hole of the steady rest on the panel side is a long hole in the vertical direction.
Like that.

本発明によって変圧器の大きな振れを抑制することにより、周囲機器との衝突やケーブル断線等の事故を防ぎ、耐震強度のある変圧器を提供できる。   By suppressing a large shake of the transformer according to the present invention, it is possible to prevent an accident such as a collision with a peripheral device and a cable disconnection, and to provide a transformer having seismic strength.

以下、図面を用いて発明の実施例を説明する。   Embodiments of the invention will be described below with reference to the drawings.

図1(a)は、盤収納形変圧器の全体構成の正面図で、図1(b)は上面図を示しており、三相のモールド変圧器本体を矩形状の盤に収納している。   FIG. 1 (a) is a front view of the overall configuration of a panel storage type transformer, and FIG. 1 (b) shows a top view, in which a three-phase molded transformer body is stored in a rectangular panel. .

図1(a)において、変圧器本体及び盤はコンクリートなどで埋め込み設置した共通のベースにボルト等により固定されている。   In FIG. 1 (a), the transformer body and the panel are fixed to a common base embedded with concrete or the like by bolts or the like.

図1において、1はコイルを樹脂で覆ったモールド部、2はタップ切換部、3は上締金具、4は下締金具、変圧器において、モールド本体を上締金具3及び下締金具4にて固定しており、5は一次端子、6は二次端子、7は地面に対しての防振装置である。8は盤で、9は盤側への防振装置で、変圧器の正面から見て左右2箇所に設けている。変圧器の運転時は鉄心の磁歪により振動しており、この磁歪による振動周波数は、商用周波数の2倍の周波数である。これらの周波数の振動が盤側に伝達しないように防振装置9について次に説明する。   In FIG. 1, reference numeral 1 is a mold part in which a coil is covered with resin, 2 is a tap switching part, 3 is an upper clamp, 4 is a lower clamp, and in a transformer, the mold body is attached to the upper clamp 3 and the lower clamp 4. 5 is a primary terminal, 6 is a secondary terminal, and 7 is a vibration isolator for the ground. 8 is a board, 9 is a vibration isolator to the board side, and it is provided in two places on the left and right when viewed from the front of the transformer. During operation of the transformer, it vibrates due to the magnetostriction of the iron core, and the vibration frequency due to this magnetostriction is twice the frequency of the commercial frequency. Next, the vibration isolator 9 will be described so that vibrations of these frequencies are not transmitted to the panel side.

図2、図3は、図1の本発明の耐震振れ止め構造を示す図で、図2は本発明の振れ止め構造の上面からの部分拡大図で、図3は本発明の振れ止め構造を横面からの部分拡大図を示す。   2 and 3 are diagrams showing the seismic anti-rest structure of the present invention of FIG. 1, FIG. 2 is a partially enlarged view from the top surface of the anti-rest structure of the present invention, and FIG. 3 shows the anti-rest structure of the present invention. The partial enlarged view from a horizontal surface is shown.

図2、図3において、10は振れ止め金具、11は振れ止めボルト、12は振れ止め座で盤側の外板に対応し、13はナット、14はボルト11を通す丸穴である。   2 and 3, reference numeral 10 denotes an anti-rest fitting, 11 denotes an anti-rest bolt, 12 denotes an anti-rest seat, which corresponds to the outer plate on the panel side, 13 is a nut, and 14 is a round hole through which the bolt 11 is passed.

図2、図3において、モールド変圧器本体の振れ止め部は、振れ止め金具10、M12振れ止めボルト11から構成される。振れ止め金具10にM12振れ止めボルト11を取付け、ナットで締め付け、変圧器の幅より外側に突き出した状態で固定する。外側に突き出したM12振れ止めボルト11は盤側の振れ止め座12に設けたφ19丸穴14を貫通して、通常状態ではM12振れ止めボルト11と直接接触することなく振動の伝達を遮断する。地震時にはM12振れ止めボルト11がφ19丸穴14で止まり、ストッパーとして振れを抑える。また、貫通したM12振れ止めボルト11の先にナット13を盤側の振れ止め座12と直接接触することのないように間隔を設けて固定することで3軸方向の耐震機能を有する構造となる。このような構成により、鉄心の磁歪による振動は盤側に伝達しにくくなり、盤側への影響をなくすことができる。また、この構成によれば、2Gくらいの地震に対しても影響は受けない。   2 and 3, the steadying portion of the molded transformer main body is composed of the steadying fitting 10 and the M12 steadying bolt 11. An M12 steady bolt 11 is attached to the steady bracket 10 and tightened with a nut, and fixed in a state of protruding outward from the width of the transformer. The M12 steady bolt 11 projecting outward penetrates the φ19 round hole 14 provided in the steady seat 12 on the panel side, and cuts off the transmission of vibration without directly contacting the M12 steady bolt 11 in a normal state. At the time of an earthquake, the M12 steady bolt 11 stops at the φ19 round hole 14 and suppresses the shake as a stopper. Moreover, it becomes a structure which has a seismic-proof function of a triaxial direction by providing a space | interval and fixing the nut 13 in the tip of the penetrated M12 steady-rest bolt 11 so that it may not contact with the steady-state seat 12 on the board side. . With such a configuration, vibration due to the magnetostriction of the iron core becomes difficult to be transmitted to the board side, and the influence on the board side can be eliminated. In addition, according to this configuration, it is not affected by a 2G earthquake.

図4、図5に従来の耐震振れ止め構造を示す。図4は従来の振れ止め構造の上面からの部分拡大図を示し、図5は従来の振れ止め構造を横面からの部分拡大図を示す。
図4及び図5において、10’は振れ止め金具、11’は振れ止めボルト、12’は振れ止め座、13’はナット、14’はボルト11を通す丸穴、15は防振ゴムである。
4 and 5 show a conventional seismic anti-rest structure. 4 shows a partially enlarged view from the top surface of the conventional steady rest structure, and FIG. 5 shows a partially enlarged view from the side of the conventional steady rest structure.
4 and 5, reference numeral 10 'denotes an anti-rest fitting, 11' denotes an anti-rest bolt, 12 'denotes an anti-rest seat, 13' denotes a nut, 14 'denotes a round hole through which the bolt 11 passes, and 15 denotes an anti-vibration rubber. .

振れ止め金具10’は、防振ゴム15を挟んで盤側振れ止め座12’に振れ止めボルト11’とナット13’で固定しており、変圧器本体の振動が防振ゴム15を介して盤側へと伝達する構造となっている。防振ゴムでは振動を完全になくすことができない、すなわち鉄心の磁歪による振動周波数等は低減できるが、地震等の低い周波数の振動は低減できない。   The anti-rest metal fitting 10 ′ is fixed to the panel side anti-static seat 12 ′ with the anti-vibration rubber 15 with the anti-vibration bolt 11 ′ and the nut 13 ′. It is structured to transmit to the board side. The vibration-proof rubber cannot completely eliminate vibration, that is, the vibration frequency due to magnetostriction of the iron core can be reduced, but the vibration of low frequency such as an earthquake cannot be reduced.

実施例1では変圧器本体1側に振れ止め金具10を設けて振れ止めボルト11を固定する例を挙げたが、図6、図7に示すように盤側の振れ止め座12に振れ止めボルト11”を固定して変圧器本体の振れ止め金具10”に貫通させることでも上述の変圧器本体の振れ止め効果を得ることができる。   In the first embodiment, an example in which the steadying metal fitting 10 is provided on the transformer body 1 side and the steadying bolt 11 is fixed is shown. However, as shown in FIGS. 6 and 7, the steadying bolt is attached to the steadying seat 12 on the panel side. The above-described steadying effect of the transformer body can also be obtained by fixing 11 ″ and penetrating it through the steadying bracket 10 ″ of the transformer body.

図6は本発明の実施例2の振れ止め構造の上面からの部分拡大図を示し、図7は本発明の実施例2の振れ止め構造を横面からの部分拡大図を示す。
すなわち図6及び図7において、10”は振れ止め金具、11”は振れ止めボルト、12”は盤側の振れ止め座、13”はナット、14”はボルト11”を通す丸穴である。盤側の振れ止め座12”に振れ止めボルト11”をナットと共に締め付け固定し、変圧器本体の振れ止め金具10”にボルト11”を通す丸穴14”を設け、ボルト11”を貫通させる。そしてボルト11”と丸穴14”が、通常状態では直接接触することのないように間隔を設けて固定する。地震時にはM12振れ止めボルト11がφ19丸穴14で止まり、ストッパーとして振れを抑え、3軸方向の耐震機能を有する構造となる。
6 shows a partially enlarged view from the top surface of the steady rest structure according to the second embodiment of the present invention, and FIG. 7 shows a partially enlarged view from the side of the steady rest structure according to the second embodiment of the present invention.
That is, in FIGS. 6 and 7, 10 ″ is a steady rest metal fitting, 11 ″ is a steady rest bolt, 12 ″ is a rest seat on the panel side, 13 ″ is a nut, and 14 ″ is a round hole through which the bolt 11 ″ is passed. A steady bolt 11 "is fastened together with a nut to a steady seat 12" on the panel side, and a round hole 14 "is provided in the steady bracket 10" of the transformer body to pass the bolt 11 "and penetrates the bolt 11". Then, the bolt 11 "and the round hole 14" are fixed with an interval so as not to be in direct contact with each other in a normal state. In the event of an earthquake, the M12 steady bolt 11 stops at the φ19 round hole 14 to suppress the shake as a stopper and has a structure having a three-axis earthquake resistance function.

実施例1では、盤側の振れ止め座12に丸穴を設けて振れ止めボルト11を貫通させたが、この穴形状が長穴であっても同様に振れ止め効果を有する。図8、図9に振れ止め座12の穴形状の例を示す。変圧器下部の防振ゴムの劣化によるへたりを考慮して、上下方向の穴径21を大きくする。また、水平方向の穴径20を大きくすることで可動範囲を大きくとることができる。   In the first embodiment, a round hole is provided in the steady seat 12 on the board side and the steady bolt 11 is penetrated. However, even if the hole shape is a long hole, the steady effect is obtained. 8 and 9 show examples of the hole shape of the steady rest 12. The vertical hole diameter 21 is increased in consideration of sag due to deterioration of the vibration-proof rubber at the lower part of the transformer. Further, the movable range can be increased by increasing the horizontal hole diameter 20.

本発明を実施することで変圧器の大きな振れを抑制することにより、周囲機器との衝突やケーブル断線等の事故を防ぎ、耐震強度のある変圧器を提供できる。   By carrying out the present invention, a large shake of the transformer is suppressed, thereby preventing an accident such as a collision with a surrounding device or a cable disconnection, and providing a transformer having seismic strength.

本発明のモールド変圧器の全体構成図を示す。The whole block diagram of the mold transformer of the present invention is shown. 本発明の振れ止め構造の上面からの部分拡大図を示す。The partial enlarged view from the upper surface of the steady rest structure of this invention is shown. 本発明の振れ止め構造を横面からの部分拡大図を示す。The partial enlarged view from the side surface of the steady rest structure of this invention is shown. 従来の振れ止め構造の上面からの部分拡大図を示す。The partial enlarged view from the upper surface of the conventional steady rest structure is shown. 従来の振れ止め構造を横面からの部分拡大図を示す。The fragmentary enlarged view from the side surface of the conventional steady rest structure is shown. 本発明の実施例2の振れ止め構造の上面からの部分拡大図を示す。The elements on larger scale from the upper surface of the steady rest structure of Example 2 of this invention are shown. 本発明の実施例2の振れ止め構造を横面からの部分拡大図を示す。FIG. 5 shows a partially enlarged view from the side surface of the steady rest structure of Embodiment 2 of the present invention. 本発明の振れ止め座の穴形状の例を示す。The example of the hole shape of the steady rest of this invention is shown. 本発明の振れ止め座の穴形状の例を示す。The example of the hole shape of the steady rest of this invention is shown.

符号の説明Explanation of symbols

1‥モールド変圧器のモールド部
2‥振れ止め金具
3、3'、3”‥上締金具
4‥下締金具
7‥防震装置
9‥防振装置
10、10'、10”‥振れ止め金具
11、11'、11”‥振れ止めボルト
12、12'、12”‥振れ止め座
13、13'、13”‥ナット
14,14'、14”‥振れ止めボルトを通す為の振れ止め座のφ19丸穴
15‥防振ゴム
21,22‥振れ止めボルトを通す為の振れ止め座の穴
DESCRIPTION OF SYMBOLS 1 ... Mold part 2 of mold transformer ... Anti-rest fitting 3, 3 ', 3 "Upper clamp 4 ... Lower clamp 7 ... Anti-vibration device 9 ... Anti-vibration device 10, 10', 10" ... Anti-rest fitting 11 , 11 ', 11 "... steady-rest bolts 12, 12', 12" ... steady-rest seats 13, 13 ', 13 "... nuts 14, 14', 14" ... Round hole 15 Anti-vibration rubber 21 and 22 Anti-vibration seat holes for the anti-vibration bolts to pass

Claims (1)

上部に耐震振れ止め部を設けた変圧器を変圧器が収納される盤に収納された盤収納形変圧器において、
商用周波数の2倍の振動周波数を防振する防振装置を前記変圧器の下部に設け、
前記耐震振れ止めとして前記変圧器の幅より外側にボルトを突き出した構造とし、
前記盤側振れ止め座に設けた穴に貫通して該ボルトと該穴が非接触となるように所定間隔を設け、
前記盤側の振れ止め座の穴が上下方向に長穴である
ことを特徴とする盤収納形変圧器。
In a panel storage type transformer housed in a panel where the transformer is housed a transformer with an anti-seismic anti-rest part on the top,
An anti-vibration device for isolating a vibration frequency twice the commercial frequency is provided below the transformer,
And the seismic vibration structure protruding the transformer bolt outside the width of the stopper portion,
A predetermined interval is provided so that the bolt and the hole are not in contact with each other through the hole provided in the steady rest on the board side,
Panel housing type transformer clamp seating hole of deflection of the board side is characterized <br/> be long hole in a vertical direction.
JP2006285669A 2006-10-20 2006-10-20 Panel storage type transformer Active JP4742009B2 (en)

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JP4742009B2 true JP4742009B2 (en) 2011-08-10

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KR101464989B1 (en) * 2014-10-02 2014-11-26 제룡전기 주식회사 Aseismatic molded transformer
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