JP7803293B2 - Laminated iron core, manufacturing method of laminated iron core, and transformer - Google Patents
Laminated iron core, manufacturing method of laminated iron core, and transformerInfo
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Description
本開示は、積層鉄心、積層鉄心の製造方法及び変圧器に関する。 This disclosure relates to laminated cores, methods for manufacturing laminated cores, and transformers.
変圧器に用いられる鉄心には、様々なことが要求される。その中でも、変圧器の騒音を低減させることは、強く要求される。そこで、積層鉄心において、変圧器の騒音を低減させる手法が知られている(特許文献1参照)。 There are many requirements for the cores used in transformers. Among these, reducing transformer noise is a particularly strong requirement. Therefore, a method for reducing transformer noise using laminated cores is known (see Patent Document 1).
特許文献1では、積層鉄心の積層端面に樹脂等の接着剤を塗布することにより、変圧器の騒音を低減させている。しかしながら、積層端面に樹脂等の接着剤を塗布すると、積層鉄心の占積率が低下してしまう場合がある。積層鉄心の占積率が低下すると、変圧器の鉄損が増加してしまう場合がある。 In Patent Document 1, transformer noise is reduced by applying an adhesive such as resin to the lamination end surfaces of the laminated core. However, applying an adhesive such as resin to the lamination end surfaces may reduce the space factor of the laminated core. A reduced space factor of the laminated core may increase iron loss in the transformer.
かかる点に鑑みてなされた本開示の目的は、変圧器の鉄損の増加を抑制しつつ、変圧器の騒音を低減させる積層鉄心、積層鉄心の製造方法及び変圧器を提供することにある。 The purpose of this disclosure, made in light of these circumstances, is to provide a laminated core, a manufacturing method for a laminated core, and a transformer that reduce transformer noise while suppressing increases in iron loss in the transformer.
本開示の一実施形態に係る(1)積層鉄心は、
複数の鋼板が積層された積層鉄心であって、ヨーク部及び脚部を備え、
前記鋼板は、前記ヨーク部に含まれる第1鋼板部材と、前記脚部に含まれる第2鋼板部材とを含み、
前記第1鋼板部材の表面の最大山高さRpに対する前記第2鋼板部材の表面の最大山高さRpの比率は、1を超える。
(1) A laminated core according to one embodiment of the present disclosure includes:
A laminated core in which a plurality of steel plates are laminated, the core having a yoke portion and a leg portion,
the steel plate includes a first steel plate member included in the yoke portion and a second steel plate member included in the leg portion,
The ratio of the maximum peak height Rp on the surface of the second steel plate member to the maximum peak height Rp on the surface of the first steel plate member exceeds 1.
(2)上記(1)の積層鉄心において、
前記第1鋼板部材の表面の最大山高さRpに対する前記第2鋼板部材の表面の最大山高さRpの比率は、1.15以上であってもよい。
(2) In the laminated core of (1) above,
A ratio of a maximum peak height Rp on a surface of the second steel plate member to a maximum peak height Rp on a surface of the first steel plate member may be 1.15 or more.
(3)上記(1)又は(2)の積層鉄心において、
前記第1鋼板部材の表面の最大山高さRpに対する前記第2鋼板部材の表面の最大山高さRpの比率は、1.15以上、且つ1.45以下であってもよい。
(3) In the laminated core of (1) or (2),
A ratio of a maximum peak height Rp on a surface of the second steel plate member to a maximum peak height Rp on a surface of the first steel plate member may be 1.15 or more and 1.45 or less.
本開示の一実施形態に係る(4)積層鉄心の製造方法は、
上記(1)から(3)までの何れか1つの積層鉄心の製造方法であって、前記第2鋼板部材に対して又は前記第2鋼板部材を形成する前の鋼板に対して、化学研磨、ショットブラスト又はエメリー研磨を実施する。
(4) A method for manufacturing a laminated core according to one embodiment of the present disclosure includes:
In the manufacturing method of any one of the laminated cores (1) to (3) above, chemical polishing, shot blasting, or emery polishing is performed on the second steel plate member or on the steel plate before forming the second steel plate member.
本開示の一実施形態に係る(5)変圧器は、
上記(1)から(3)までの何れか1つの積層鉄心を備える。
(5) A transformer according to an embodiment of the present disclosure includes:
The motor includes a laminated core of any one of (1) to (3) above.
本開示の一実施形態によれば、変圧器の鉄損の増加を抑制しつつ、変圧器の騒音を低減させる積層鉄心、積層鉄心の製造方法及び変圧器を提供することができる。 One embodiment of the present disclosure provides a laminated core, a manufacturing method for a laminated core, and a transformer that reduce transformer noise while suppressing an increase in iron loss in the transformer.
以下、本開示に係る実施形態について、図面を参照して説明する。各図面は、模式的なものであって、現実のものとは異なる場合がある。 Embodiments of the present disclosure will be described below with reference to the drawings. Each drawing is a schematic representation and may differ from the actual product.
(積層鉄心の構成)
本実施形態に係る変圧器は、図1に示すような積層鉄心1を備える。積層鉄心1は、三相三脚変圧器に用いることができる。積層鉄心1は、ヨーク部2A,2Bと、脚部3A,3B,3Cとを備える。
(Configuration of laminated core)
The transformer according to this embodiment includes a laminated core 1 as shown in Fig. 1. The laminated core 1 can be used in a three-phase, three-limbed transformer. The laminated core 1 includes yoke portions 2A and 2B and leg portions 3A, 3B, and 3C.
以下、ヨーク部2A,2Bを特に区別しない場合、これらは、単に「ヨーク部2」とも記載される。脚部3A,3B,3Cを特に区別しない場合、これらは、単に「脚部3」とも記載される。 Hereinafter, when there is no need to distinguish between yoke portions 2A and 2B, they will also be referred to simply as "yoke portion 2." When there is no need to distinguish between leg portions 3A, 3B, and 3C, they will also be referred to simply as "leg portion 3."
本実施形態に係る積層鉄心1は、3つの脚部3を備える。ただし、積層鉄心1が備える脚部3の数は、3つに限定されない。積層鉄心1は、積層鉄心1が用いられる変圧器の種類及び構成に応じて、任意の数の脚部3を備えてよい。他の例として、積層鉄心1が三相五脚変圧器に用いられる場合、積層鉄心1は、5つの脚部3を備えてよい。さらに他の例として、積層鉄心1が単相変圧器に用いられる場合、積層鉄心1は、2つの脚部3を備えてよい。 The laminated core 1 according to this embodiment has three legs 3. However, the number of legs 3 provided in the laminated core 1 is not limited to three. The laminated core 1 may have any number of legs 3 depending on the type and configuration of the transformer in which the laminated core 1 is used. As another example, if the laminated core 1 is used in a three-phase five-limbed transformer, the laminated core 1 may have five legs 3. As yet another example, if the laminated core 1 is used in a single-phase transformer, the laminated core 1 may have two legs 3.
脚部3には、コイルが巻かれる。ヨーク部2Aは、脚部3A~3Cの一方の端部を連結する。ヨーク部2Bは、脚部3A~3Cの他方の端部を連結する。 A coil is wound around leg 3. Yoke 2A connects one end of legs 3A to 3C. Yoke 2B connects the other end of legs 3A to 3C.
積層鉄心1は、積層された複数の鋼板10を含む。図1では、積層鉄心1は、積層された5つの鋼板10を含む例が示されている。ただし、積層鉄心1は、積層鉄心1が用いられる変圧器の用途等に応じて、任意の数の鋼板10を含んでよい。 The laminated core 1 includes multiple stacked steel plates 10. Figure 1 shows an example in which the laminated core 1 includes five stacked steel plates 10. However, the laminated core 1 may include any number of steel plates 10 depending on the application of the transformer in which the laminated core 1 is used, etc.
鋼板10の材料は、例えば、方向性電磁鋼板である。方向性電磁鋼板は、鉄の磁化容易軸である<001>方位が鋼板の圧延方向に高度にそろった結晶組織を有する。ただし、鋼板10の材料は、任意の材料であってよい。他の例として、鋼板10の材料は、磁場の強さ800[A/m]で励磁した際の磁束密度B8が任意の値となる電磁鋼板であってもよいし、励磁した際の鉄損が任意の値となる鋼板であってもよい。磁場の強さ800[A/m]は、電磁鋼板中の結晶粒の方位集積度を測定する指標である。さらに他の例として、鋼板10の材料は、磁区細分化の処理が実施された鋼板であってもよい。磁区細分化の処理は、例えば、鋼板表面に対して、電解エッチング、歯車ロール又はレーザーエッチング等の処理を実施することにより、鋼板表面に溝を形成する処理である。さらに他の例として、鋼板10の材料は、後述の最大山高さRpを大きくするための表面処理の前後において、レーザー、電子ビーム又はプラズマジェット等による熱歪が導入された非耐熱磁区細分化材であってもよい。 The material of steel sheet 10 is, for example, grain-oriented electrical steel sheet. Grain-oriented electrical steel sheet has a crystalline structure in which the <001> orientation, the easy axis of iron magnetization, is highly aligned in the rolling direction of the steel sheet. However, the material of steel sheet 10 may be any material. As another example, the material of steel sheet 10 may be an electrical steel sheet that exhibits a given magnetic flux density B8 when excited at a magnetic field strength of 800 A/m, or a steel sheet that exhibits a given iron loss when excited. The magnetic field strength of 800 A/m is an index for measuring the degree of orientation of crystal grains in the electrical steel sheet. As yet another example, the material of steel sheet 10 may be a steel sheet that has undergone magnetic domain refinement treatment. The magnetic domain refinement treatment is, for example, a process of forming grooves on the surface of the steel sheet by performing electrolytic etching, gear rolling, laser etching, or the like on the surface of the steel sheet. As yet another example, the material of steel sheet 10 may be a non-heat-resistant magnetic domain refinement material into which thermal distortion has been introduced using a laser, electron beam, plasma jet, or the like, before or after surface treatment to increase the maximum peak height Rp, as described below.
鋼板10の外形は、長方形である。鋼板10は、図2に示すように、第1鋼板部材11,12と、第2鋼板部材13,14,15を有する。以下、第1鋼板部材11,12を特に区別しない場合、これらは、単に「第1鋼板部材」とも記載される。以下、第2鋼板部材13~15を特に区別しない場合、これらは、単に「第2鋼板部材」とも記載される。 The steel plate 10 has a rectangular outer shape. As shown in FIG. 2, the steel plate 10 has first steel plate members 11 and 12 and second steel plate members 13, 14, and 15. Hereinafter, when there is no particular distinction between the first steel plate members 11 and 12, they will also be referred to simply as "first steel plate members." Hereinafter, when there is no particular distinction between the second steel plate members 13 to 15, they will also be referred to simply as "second steel plate members."
第1鋼板部材11は、積層鉄心1のヨーク部2Aに含まれる。第1鋼板部材11が延在する延在方向は、ヨーク部2Aにおける磁化方向に対応する。第1鋼板部材11は、方向性電磁鋼板の<001>方位が第1鋼板部材11の延在方向に対応するように形成される。第1鋼板部材11は、接合部11A,11B,11Eを含む。接合部11Aは、第1鋼板部材11の延在方向に対して傾斜する傾斜形状を有する。接合部11Bは、第1鋼板部材11の延在方向に対して傾斜する傾斜形状を有する。接合部11Aが有する傾斜形状と接合部11Bが有する傾斜形状とは、線対称である。接合部11Eは、V形状を有する。 The first steel plate member 11 is included in the yoke portion 2A of the laminated core 1. The extension direction of the first steel plate member 11 corresponds to the magnetization direction in the yoke portion 2A. The first steel plate member 11 is formed so that the <001> orientation of the grain-oriented electromagnetic steel sheet corresponds to the extension direction of the first steel plate member 11. The first steel plate member 11 includes joints 11A, 11B, and 11E. Joint 11A has an inclined shape that is inclined with respect to the extension direction of the first steel plate member 11. Joint 11B has an inclined shape that is inclined with respect to the extension direction of the first steel plate member 11. The inclined shape of joint 11A and the inclined shape of joint 11B are axisymmetric. Joint 11E has a V-shape.
第1鋼板部材12は、積層鉄心1のヨーク部2Bに含まれる。第1鋼板部材12が延在する延在方向は、ヨーク部2Bにおける磁化方向に対応する。第1鋼板部材12は、方向性電磁鋼板の<001>方位が第1鋼板部材12の延在方向に対応するように形成される。第1鋼板部材12は、接合部12C,12D,12Fを含む。接合部12Cは、第1鋼板部材12の延在方向に対して傾斜する傾斜形状を有する。接合部12Dは、第1鋼板部材12の延在方向に対して傾斜する傾斜形状を有する。接合部12Cが有する傾斜形状と接合部12Dが有する傾斜形状とは、線対称である。接合部12Fは、V形状を有する。 The first steel plate member 12 is included in the yoke portion 2B of the laminated core 1. The extension direction of the first steel plate member 12 corresponds to the magnetization direction in the yoke portion 2B. The first steel plate member 12 is formed so that the <001> orientation of the grain-oriented electromagnetic steel sheet corresponds to the extension direction of the first steel plate member 12. The first steel plate member 12 includes joints 12C, 12D, and 12F. Joint 12C has an inclined shape that is inclined with respect to the extension direction of the first steel plate member 12. Joint 12D has an inclined shape that is inclined with respect to the extension direction of the first steel plate member 12. The inclined shape of joint 12C and the inclined shape of joint 12D are axisymmetric. Joint 12F has a V-shape.
第2鋼板部材13は、積層鉄心1の脚部3Aに含まれる。第2鋼板部材13が延在する延在方向は、脚部3Aにおける磁化方向に対応する。第2鋼板部材13は、方向性電磁鋼板の<001>方位が第2鋼板部材13の延在方向に対応するように形成される。第2鋼板部材13は、接合部13A,13Dを含む。接合部13Aは、第2鋼板部材13の延在方向に対して傾斜する傾斜形状を有する。接合部13Dは、第2鋼板部材13の延在方向に対して傾斜する傾斜形状を有する。接合部13Aが有する傾斜形状と接合部13Dが有する傾斜形状とは、線対称である。 The second steel plate member 13 is included in the leg 3A of the laminated core 1. The extension direction of the second steel plate member 13 corresponds to the magnetization direction of the leg 3A. The second steel plate member 13 is formed so that the <001> orientation of the grain-oriented electromagnetic steel plate corresponds to the extension direction of the second steel plate member 13. The second steel plate member 13 includes joints 13A and 13D. Joint 13A has an inclined shape that is inclined with respect to the extension direction of the second steel plate member 13. Joint 13D has an inclined shape that is inclined with respect to the extension direction of the second steel plate member 13. The inclined shape of joint 13A and the inclined shape of joint 13D are axisymmetric.
第2鋼板部材14は、積層鉄心1の脚部3Bに含まれる。第2鋼板部材14が延在する延在方向は、脚部3Bにおける磁化方向に対応する。第2鋼板部材14は、方向性電磁鋼板の<001>方位が第2鋼板部材14の延在方向に対応するように形成される。第2鋼板部材14は、接合部14E,14Fを含む。接合部14E,14Fは、V形状を有する。接合部14Eが有する形状と接合部11Eが有する形状とは、略同一形状である。接合部14Fが有する形状と接合部12Fが有する形状とは、略同一形状である。 The second steel plate member 14 is included in leg 3B of the laminated core 1. The extension direction of the second steel plate member 14 corresponds to the magnetization direction in leg 3B. The second steel plate member 14 is formed so that the <001> orientation of the grain-oriented electromagnetic steel plate corresponds to the extension direction of the second steel plate member 14. The second steel plate member 14 includes joints 14E and 14F. Joints 14E and 14F are V-shaped. The shape of joint 14E is substantially the same as the shape of joint 11E. The shape of joint 14F is substantially the same as the shape of joint 12F.
第2鋼板部材15は、積層鉄心1の脚部3Cに含まれる。第2鋼板部材15が延在する延在方向は、脚部3Cにおける磁化方向に対応する。第2鋼板部材15は、方向性電磁鋼板の<001>方位が第2鋼板部材15の延在方向に対応するように形成される。第2鋼板部材15は、接合部15B,15Cを含む。接合部15Bは、第2鋼板部材15の延在方向に対して傾斜する傾斜形状を有する。接合部15Cは、第2鋼板部材15の延在方向に対して傾斜する傾斜形状を有する。接合部15Bが有する傾斜形状と接合部15Cが有する傾斜形状とは、線対称である。 The second steel plate member 15 is included in leg 3C of the laminated core 1. The extension direction of the second steel plate member 15 corresponds to the magnetization direction in leg 3C. The second steel plate member 15 is formed so that the <001> orientation of the grain-oriented electromagnetic steel plate corresponds to the extension direction of the second steel plate member 15. The second steel plate member 15 includes joints 15B and 15C. Joint 15B has an inclined shape that is inclined with respect to the extension direction of the second steel plate member 15. Joint 15C has an inclined shape that is inclined with respect to the extension direction of the second steel plate member 15. The inclined shape of joint 15B and the inclined shape of joint 15C are axisymmetric.
鋼板10の組み立てでは、接合部11Aと接合部13Aとが突き合わされ、接合部11Bと接合部15Bとが突き合わされ、接合部15Cと接合部12Cとが突き合わされ、接合部12Dと接合部13Dとが突き合わされる。また、鋼板10の組み立てでは、接合部11Eと接合部14Eとが突き合わされ、接合部12Fと接合部14Fとが突き合わされる。接合部11A,13A等は、接着剤等を介さずに、突き合わされてよい。接合部11A,13A等が接着剤等を介さずに突き合わされることにより、接合部11A,13A等が接着剤等を介して突き合わされる場合よりも、積層鉄心1における鋼板10の占積率を高くすることができる。 When assembling the steel plates 10, joints 11A and 13A are butted together, joints 11B and 15B are butted together, joints 15C and 12C are butted together, and joints 12D and 13D are butted together. Furthermore, when assembling the steel plates 10, joints 11E and 14E are butted together, and joints 12F and 14F are butted together. Joints 11A, 13A, etc. may be butted together without the use of adhesive or the like. By butting joints 11A, 13A, etc. together without the use of adhesive or the like, the space factor of the steel plates 10 in the laminated core 1 can be increased compared to when joints 11A, 13A, etc. are butted together using adhesive or the like.
複数の鋼板10は、接着剤等を介さずに積層される。複数の鋼板10が接着剤等を介さずに積層されることにより、複数の鋼板10が接着剤等を介して積層される場合よりも、積層鉄心1における鋼板10の占積率を高くすることができる。複数の鋼板10は、任意の方式で積層されてよい。例えば、複数の鋼板10は、突き合わされる接合部11A,13A等においてステップラップ形式で、積層されてよい。 The multiple steel plates 10 are stacked without the use of adhesives or the like. By stacking the multiple steel plates 10 without the use of adhesives or the like, the space factor of the steel plates 10 in the laminated core 1 can be increased compared to when the multiple steel plates 10 are stacked with adhesives or the like. The multiple steel plates 10 may be stacked in any manner. For example, the multiple steel plates 10 may be stacked in a step-lap format at butt joints 11A, 13A, etc.
本実施形態に係る積層鉄心1では、第1鋼板部材の表面の最大山高さRpに対する第2鋼板部材の表面の最大山高さRpの比率は、1を超える。最大山高さRpは、表面粗さの指標の1つである。本実施形態において、最大山高さRpは、基準長さにおける輪郭曲線の中で最も高い山である。山とは、平均線よりも高い部分である。本実施形態では、最大山高さRpは、JIS B0601:2001(ISO 4287:1997)の規格の最大山高さRpを意味する。第2鋼板部材の表面の最大山高さRpの最小値は、好適には、後述の表6に示すように、14.0[μm]である。 In the laminated core 1 according to this embodiment, the ratio of the maximum peak height Rp on the surface of the second steel plate member to the maximum peak height Rp on the surface of the first steel plate member exceeds 1. The maximum peak height Rp is an index of surface roughness. In this embodiment, the maximum peak height Rp is the highest peak on the profile curve within the reference length. A peak is a portion higher than the mean line. In this embodiment, the maximum peak height Rp refers to the maximum peak height Rp specified in JIS B0601:2001 (ISO 4287:1997). The minimum value of the maximum peak height Rp on the surface of the second steel plate member is preferably 14.0 μm, as shown in Table 6 below.
このように本実施形態に係る積層鉄心1では、第1鋼板部材の表面の最大山高さRpに対する第2鋼板部材の表面の最大山高さRpの比率が1を超えることにより、第2鋼板部材の表面は、第1鋼板部材の表面よりも粗くなる。このように脚部3に含まれる第2鋼板部材の表面が粗くなることにより、積層鉄心1における複数の第2鋼板部材間の摩擦力を大きくすることができる。積層鉄心1における複数の第2鋼板部材間の摩擦力を大きくすることにより、複数の鋼板10を接着剤等を介さずに積層させても、積層鉄心1において複数の鋼板10が横滑りしにくくなる。積層鉄心1において複数の鋼板10が横滑りしにくくなることにより、積層鉄心1の剛性を高めることができる。積層鉄心1の剛性を高めることにより、積層鉄心1の固有振動を低減させることができる。ここで、積層鉄心1の固有振動とは、積層鉄心1が1つの構造体として特定の周波数で振動することである。したがって、本実施形態では、積層鉄心1の固有振動を低減させることにより、積層鉄心1を備える変圧器の騒音を低減させることができる。さらに、本実施形態に係る積層鉄心1では、複数の鋼板10を接着剤等を介さずに積層させることにより、積層鉄心1における鋼板10の占積率を高くすることができる。積層鉄心1における鋼板10の占積率を高くすることにより、積層鉄心1を備える変圧器の鉄損の増加を抑制することができる。 In this manner, in the laminated core 1 according to this embodiment, the ratio of the maximum peak height Rp of the surface of the second steel plate member to the maximum peak height Rp of the surface of the first steel plate member exceeds 1, so that the surface of the second steel plate member is rougher than the surface of the first steel plate member. By roughening the surface of the second steel plate member included in the leg 3 in this manner, the frictional force between the multiple second steel plate members in the laminated core 1 can be increased. By increasing the frictional force between the multiple second steel plate members in the laminated core 1, the multiple steel plates 10 in the laminated core 1 are less likely to slip sideways, even when stacked without adhesive or the like. By reducing the resistance of the multiple steel plates 10 to slip sideways in the laminated core 1, the rigidity of the laminated core 1 can be increased. By increasing the rigidity of the laminated core 1, the natural vibration of the laminated core 1 can be reduced. Here, the natural vibration of the laminated core 1 refers to the vibration of the laminated core 1 as a single structure at a specific frequency. Therefore, in this embodiment, by reducing the natural vibration of the laminated core 1, it is possible to reduce the noise of a transformer equipped with the laminated core 1. Furthermore, in the laminated core 1 according to this embodiment, by stacking multiple steel plates 10 without using an adhesive or the like, it is possible to increase the space factor of the steel plates 10 in the laminated core 1. By increasing the space factor of the steel plates 10 in the laminated core 1, it is possible to suppress an increase in iron loss in a transformer equipped with the laminated core 1.
さらに、本実施形態に係る積層鉄心1を備える変圧器では、脚部3には、コイルが巻かれる。そのため、脚部3は、部品等によって締め付けられない。これに対し、ヨーク部2は、クランプ又はブラケット等の部品によって締め付けられる。このようにヨーク部2が締め付けられることにより、第1鋼板部材の最大山高さRpを大きくしなくても、積層鉄心1における複数の鋼板10が横滑りしにくくなる。本実施形態では、第1鋼板部材の表面の最大山高さRpを第2鋼板部材の表面の最大山高さRpよりも大きくしないことにより、変圧器の鉄損の増加を抑制することができる。つまり、本実施形態では、第1鋼板部材の表面の最大山高さRpに対する第2鋼板部材の表面の最大山高さRpの比率が1を超えることにより、変圧器の鉄損の増加を抑制することができる。 Furthermore, in a transformer including the laminated core 1 according to this embodiment, the legs 3 are wound with coils. Therefore, the legs 3 are not fastened by components or the like. In contrast, the yoke 2 is fastened by components such as clamps or brackets. Fastening the yoke 2 in this manner makes it less likely for the multiple steel plates 10 in the laminated core 1 to slide sideways, even without increasing the maximum peak height Rp of the first steel plate member. In this embodiment, by ensuring that the maximum peak height Rp of the surface of the first steel plate member is not greater than the maximum peak height Rp of the surface of the second steel plate member, an increase in iron loss in the transformer can be suppressed. In other words, in this embodiment, by ensuring that the ratio of the maximum peak height Rp of the surface of the second steel plate member to the maximum peak height Rp of the surface of the first steel plate member exceeds 1, an increase in iron loss in the transformer can be suppressed.
よって、本実施形態に係る積層鉄心1では、第1鋼板部材の表面の最大山高さRpに対する第2鋼板部材の表面の最大山高さRpの比率が1を超えることにより、積層鉄心1を備える変圧器の鉄損の増加を抑制しつつ、当該変圧器の騒音を低減させることができる。この効果については、実験2の結果も参照されたい。 Therefore, in the laminated core 1 according to this embodiment, the ratio of the maximum peak height Rp on the surface of the second steel plate member to the maximum peak height Rp on the surface of the first steel plate member exceeds 1, thereby suppressing an increase in iron loss in a transformer equipped with the laminated core 1 while reducing noise from the transformer. See also the results of Experiment 2 for more information on this effect.
(実験1:横滑り)
鉄心材料である鋼板の最大山高さRpと横滑りとの関係について実験した。鉄心材料としてリン塩酸系絶縁被膜付きの方向性電磁鋼板を用いた。この方向性電磁鋼板は、公知の方法を用いて作製されたものである。この方向性電磁鋼板を長方形状の鋼板部材に分割した。この長方形状の鋼板部材は、幅方向のサイズが30[mm]であり、長さ方向のサイズが280[mm]であり、厚さ方向のサイズが0.23[mm]である。分割後の一部の鋼板部材に対して表面を荒らすための表面処理を実施した。表面処理は、鋼板部材を1[mol/L]の水酸化ナトリウム水溶液に2分間浸漬させる処理とした。これにより、表面処理を実施した鋼板部材と、表面処理を実施しない表面未処理の鋼板部材とを準備した。
(Experiment 1: Skidding)
An experiment was conducted to examine the relationship between the maximum peak height Rp of a steel sheet, which is an iron core material, and lateral slippage. A grain-oriented electrical steel sheet with a phosphorus hydrochloride-based insulating coating was used as the iron core material. This grain-oriented electrical steel sheet was manufactured using a known method. This grain-oriented electrical steel sheet was divided into rectangular steel sheet members. Each rectangular steel sheet member measured 30 mm in width, 280 mm in length, and 0.23 mm in thickness. Some of the divided steel sheet members were subjected to a surface treatment to roughen the surface. The surface treatment involved immersing the steel sheet members in a 1 mol/L aqueous solution of sodium hydroxide for 2 minutes. This resulted in the preparation of surface-treated steel sheet members and untreated steel sheet members.
表面処理を実施した鋼板部材及び表面未処理の鋼板部材のそれぞれを積層させ、表面処理を実施した鋼板部材による積層体と、表面未処理の鋼板部材による積層体とを準備した。この2つの積層体のそれぞれの積層数は、70層とした。この2つの積層体について、横滑りのしやすさを測定した。測定方法としては、積層体を水平の台に載せ、その台を水平に対して1度ずつ最大90度まで傾けていき、積層体中の鋼板部材が動き出した角度を測定する方法を採用した。この測定方法では、積層体中の鋼板部材が動き出したときの台の角度が90度に近いほど、その積層体は、横滑りしにくいと言える。実験では、積層体が1つの剛体として振る舞い、積層体が横滑りをせずにそのまま動き出すことを防ぐために、積層体の1/2の高さのストッパーを台上に設けた。 Surface-treated and untreated steel plate members were stacked to prepare a laminate made of surface-treated steel plate members and a laminate made of untreated steel plate members. Each of these two laminates had 70 layers. The ease of sliding of these two laminates was measured. The measurement method used was to place the laminate on a horizontal table and tilt the table in 1-degree increments from the horizontal up to a maximum of 90 degrees, measuring the angle at which the steel plate members in the laminate began to move. With this measurement method, the closer the table angle was to 90 degrees when the steel plate members in the laminate began to move, the less likely the laminate was to slide. In the experiment, the laminate behaved as a single rigid body, and a stopper half the height of the laminate was placed on the table to prevent the laminate from moving without sliding.
表1に、実験1の結果を示す。鋼板部材の表面の最大山高さRpは、株式会社キーエンス製レーザ顕微鏡VK-X100を用いた表面粗さ測定により測定した。 Table 1 shows the results of Experiment 1. The maximum peak height Rp on the surface of the steel plate member was measured by surface roughness measurement using a laser microscope VK-X100 manufactured by Keyence Corporation.
表1に示すように、表面未処理の鋼板部材の最大山高さRpは、12.2[μm]であった。表面未処理の鋼板部材による積層体中の鋼板部材が動き出した角度は、35度であった。また、表面処理を実施した鋼板部材の最大山高さRpは、16.5[μm]であった。表面処理を実施した鋼板部材による積層体中の鋼板部材が動き出した角度は、48度であった。 As shown in Table 1, the maximum peak height Rp of the untreated steel plate members was 12.2 μm. The angle at which the steel plate members in the stack made of untreated steel plate members began to move was 35 degrees. The maximum peak height Rp of the surface-treated steel plate members was 16.5 μm. The angle at which the steel plate members in the stack made of surface-treated steel plate members began to move was 48 degrees.
以上の実験1の結果から、発明者らは、表面処理によって表面を荒らした鋼板部材による積層体の方が、表面未処理の鋼板部材による積層体よりも、横滑りしにくいとの知見を得た。 From the results of Experiment 1 above, the inventors have found that a stack made of steel plate members whose surfaces have been roughened by surface treatment is less prone to skidding than a stack made of steel plate members whose surfaces have not been treated.
(実験2:変圧器の騒音及び鉄損)
実験2では、積層鉄心を備える変圧器の騒音及び鉄損を測定した。まず、表2に示す条件1から4の鋼板部材を用いて積層鉄心を組み立てた。この鋼板部材は、ヨーク部に含まれる第1鋼板部材と、脚部に含まれる第2鋼板部材とを含む。表面処理は、実験1と同じく、1[mol/L]の水酸化ナトリウム水溶液に2分間浸漬させる処理とした。積層鉄心の組み立てでは、条件1から条件4の鋼板部材を70層、ラップ長さ2[mm]の2枚組の5層ステップラップ形式で積層した。
(Experiment 2: Transformer noise and iron loss)
In Experiment 2, the noise and iron loss of a transformer equipped with a laminated core were measured. First, a laminated core was assembled using steel plate members under conditions 1 to 4 shown in Table 2. The steel plate members included a first steel plate member included in the yoke portion and a second steel plate member included in the leg portion. As in Experiment 1, the surface treatment involved immersion in a 1 mol/L sodium hydroxide aqueous solution for 2 minutes. To assemble the laminated core, 70 layers of the steel plate members under conditions 1 to 4 were stacked in a 5-layer step-lap format consisting of pairs of sheets with a lap length of 2 mm.
条件1では、全ての鋼板部材すなわち第1鋼板部材及び第2鋼板部材に対して、表面処理を実施しなかった。つまり、全ての鋼板部材は、表面未処理である。 Under Condition 1, no surface treatment was performed on any of the steel plate members, i.e., the first steel plate member and the second steel plate member. In other words, all of the steel plate members were surface untreated.
条件2では、全ての鋼板部材すなわち第1鋼板部材及び第2鋼板部材に対して、表面処理を実施した。 Under condition 2, surface treatment was performed on all steel plate members, i.e., the first steel plate member and the second steel plate member.
条件3では、ヨーク部に含まれる第1鋼板部材に対して表面処理を実施し、脚部に含まれる第2鋼板部材に対して表面処理を実施しなかった。 In condition 3, surface treatment was performed on the first steel plate member included in the yoke portion, but not on the second steel plate member included in the leg portion.
条件4では、脚部に含まれる第2鋼板部材に対して表面処理を実施し、ヨーク部に含まれる第1鋼板部材に対しては表面処理を実施しなかった。 In condition 4, surface treatment was performed on the second steel plate member included in the leg portion, but not on the first steel plate member included in the yoke portion.
条件1から4の鋼板部材のサイズは、表3に示すようなサイズとした。高さaは、図2に示すように、積層鉄心の高さである。幅bは、図2に示すように、積層鉄心の幅である。長さcは、図2に示すように、2つの脚部の間の隙間の高さである。間隔dは、図2に示すように、2つの脚部の間隔である。長さeは、中央部の第2鋼板部材の長さである。角度fは、接合部が第1鋼板部材の延在方向に対して傾斜する角度である。厚さは、鋼板の厚さである。つまり、条件1から4の鋼板部材では、高さaを500[mm]、幅bを500[mm]、長さcを300[mm]、間隔dを100[mm]、長さeを400mm、角度fを45度、厚さを0.23[mm]とした。 The sizes of the steel plate members under conditions 1 to 4 were as shown in Table 3. Height a is the height of the laminated core, as shown in Figure 2. Width b is the width of the laminated core, as shown in Figure 2. Length c is the height of the gap between the two legs, as shown in Figure 2. Distance d is the distance between the two legs, as shown in Figure 2. Length e is the length of the central second steel plate member. Angle f is the angle at which the joint is inclined with respect to the extension direction of the first steel plate member. Thickness is the thickness of the steel plate. In other words, for the steel plate members under conditions 1 to 4, height a was 500 mm, width b was 500 mm, length c was 300 mm, distance d was 100 mm, length e was 400 mm, angle f was 45 degrees, and thickness was 0.23 mm.
積層鉄心の組み立て後、ヨーク部の表面及び裏面に当て板を当て、その上からクランプで0.2[МPa]の圧力が均一にかかるように締め付けた。脚部については、脚部にコイルを巻く妨げにならないように、脚部に硝子テープを巻くことにより脚部を固定した。3つの脚部のそれぞれに50ターンの1次コイルと2次コイルとを1本ずつ巻き、三相三脚変圧器用の積層鉄心とした。この積層鉄心に対して周波数50[Hz]で励磁最大磁束密度1.7[T]の条件で三相励磁を行い、変圧器の騒音及び鉄損を測定した。 After assembling the laminated core, backing plates were placed on the front and back of the yoke, and clamps were used to apply a uniform pressure of 0.2 MPa. The legs were secured in place by wrapping glass tape around them so as not to interfere with winding the coil around them. A 50-turn primary coil and a 50-turn secondary coil were wound around each of the three legs, creating a laminated core for a three-phase, three-limbed transformer. This laminated core was subjected to three-phase excitation at a frequency of 50 Hz and a maximum excitation magnetic flux density of 1.7 T, and the noise and iron loss of the transformer were measured.
変圧器の騒音測定では、積層鉄心を囲み、且つ等間隔に位置する8か所で騒音を測定した。この8か所は、積層鉄心の高さの1/2の高さで、積層鉄心の表面から30[cm]離れて位置する。この8か所の平均値を変圧器の騒音とした。 When measuring the noise of a transformer, noise was measured at eight equally spaced locations surrounding the laminated core. These eight locations were located at half the height of the laminated core and 30 cm from the surface of the laminated core. The average value of these eight locations was taken as the noise of the transformer.
変圧器の鉄損測定では、三相励磁中の1次電流及び2次電圧を電力計で測定して無負荷損失を計算した。さらに、その無負荷損失を積層鉄心の重量で除算することにより、変圧器の鉄損を算出(測定)した。 When measuring the transformer's iron loss, the primary current and secondary voltage during three-phase excitation were measured with a wattmeter to calculate the no-load loss. Furthermore, the transformer's iron loss was calculated (measured) by dividing the no-load loss by the weight of the laminated core.
表4に、実験2の結果を示す。鋼板部材の表面の最大山高さRpは、実験1と同じく、株式会社キーエンス製レーザ顕微鏡VK-X100を用いた表面粗さ測定により測定した。 Table 4 shows the results of Experiment 2. The maximum peak height Rp on the surface of the steel plate member was measured by surface roughness measurement using a laser microscope VK-X100 manufactured by Keyence Corporation, as in Experiment 1.
条件1では、第1銅板部材の表面の最大山高さRpは、12.4[μm]であった。第2鋼板部材の表面の最大山高さRpは、12.2[μm]であった。変圧器の騒音は、62.2[dBA]であった。変圧器の鉄損は、1.02[W/kg]であった。 Under Condition 1, the maximum peak height Rp on the surface of the first copper plate member was 12.4 μm. The maximum peak height Rp on the surface of the second steel plate member was 12.2 μm. The noise level of the transformer was 62.2 dBA. The iron loss of the transformer was 1.02 W/kg.
条件2では、第1鋼板部材の表面の最大山高さRpは、16.7[μm]であった。第2鋼板部材の表面の最大山高さRpは、16.5[μm]であった。変圧器の騒音は、57.3[dBA]であった。変圧器の鉄損は、1.10[W/kg]であった。 Under condition 2, the maximum peak height Rp on the surface of the first steel plate member was 16.7 μm. The maximum peak height Rp on the surface of the second steel plate member was 16.5 μm. The noise level of the transformer was 57.3 dBA. The iron loss of the transformer was 1.10 W/kg.
条件3では、第1鋼板部材の表面の最大山高さRpは、16.5[μm]であった。第2鋼板部材の表面の最大山高さRpは、12.2[μm]であった。変圧器の騒音は、62.0[dBA]であった。変圧器の鉄損は、1.11[W/kg]であった。 Under condition 3, the maximum peak height Rp on the surface of the first steel plate member was 16.5 μm. The maximum peak height Rp on the surface of the second steel plate member was 12.2 μm. The noise level of the transformer was 62.0 dBA. The iron loss of the transformer was 1.11 W/kg.
条件4では、第1鋼板部材の表面の最大山高さRpは、12.3[μm]であった。第2鋼板部材の表面の最大山高さRpは、16.8[μm]であった。変圧器の騒音は、57.5[dBA]であった。変圧器の鉄損は、1.01[W/kg]であった。 Under condition 4, the maximum peak height Rp on the surface of the first steel plate member was 12.3 μm. The maximum peak height Rp on the surface of the second steel plate member was 16.8 μm. The noise level of the transformer was 57.5 dBA. The iron loss of the transformer was 1.01 W/kg.
条件2から条件4では、条件1よりも、変圧器の騒音が低減された。この結果から、鋼板部材の表面の最大山高さRpを大きくすることにより、変圧器の騒音を低減可能であることが分かる。ただし、条件3では、条件1と比較して、変圧器の騒音低減の度合いが小さかった。この理由は、ヨーク部が締め付けられることにより、ヨーク部に含まれる第1鋼板部材の最大山高さRpを大きくしなくても、積層鉄心における複数の鋼板が横滑りしにくくなるためである。 Under conditions 2 to 4, transformer noise was reduced more than under condition 1. These results demonstrate that transformer noise can be reduced by increasing the maximum peak height Rp of the surface of the steel plate member. However, under condition 3, the degree of transformer noise reduction was smaller than under condition 1. This is because, by tightening the yoke portion, the multiple steel plates in the laminated core are less likely to slip sideways, even without increasing the maximum peak height Rp of the first steel plate member included in the yoke portion.
条件2及び条件3では、条件1よりも、変圧器の鉄損が大きくなった。この結果から、変圧器の鉄損の観点からは、ヨーク部に含まれる第1鋼板部材の最大山高さRpを大きくしない方がよいことが分かる。 Under Conditions 2 and 3, the transformer's iron loss was greater than under Condition 1. From this result, it can be seen that, from the perspective of transformer iron loss, it is better not to increase the maximum peak height Rp of the first steel plate member included in the yoke portion.
以上の実験2の結果から、発明者らは、第1鋼板部材の表面の最大山高さRpに対する第2鋼板部材の表面の最大山高さRpの比率が1を超える場合、変圧器の鉄損の増加を抑制しつつ、変圧器の騒音を低減可能であるとの知見を得た。 From the results of Experiment 2 above, the inventors discovered that when the ratio of the maximum peak height Rp on the surface of the second steel plate member to the maximum peak height Rp on the surface of the first steel plate member exceeds 1, it is possible to reduce transformer noise while suppressing an increase in transformer iron loss.
(実験3:変圧器の騒音及び鉄損)
実験3では、第1鋼板部材の表面の最大山高さRpに対する第2鋼板部材の表面の最大山高さRpの好適な比率を評価した。実験3では、第1鋼板部材及び第2鋼板部材の最大山高さRpを変えながら、変圧器の騒音及び鉄損を測定した。積層鉄心に用いる鋼板部材のサイズは、表5に示サイズとした。つまり、高さaを700[mm]、幅bを700[mm]、長さcを420[mm]、間隔dを140[mm]、長さeを560mm、角度fを45度、厚さを0.23[mm]とした。積層鉄心の組み立てでは、表5に示すサイズの鋼板部材を70層、ラップ長さ2[mm]の2枚組の10層ステップラップ形式で積層した。組み立て後、3つの脚部のそれぞれに50ターンの1次コイルと2次コイルとを1本ずつ巻き、三相三脚変圧器用の積層鉄心とした。この積層鉄心に対して周波数50[Hz]で励磁最大磁束密度1.7[T]の条件で三相励磁を行い、変圧器の騒音及び鉄損を測定した。
(Experiment 3: Transformer noise and iron loss)
In Experiment 3, the optimum ratio of the maximum peak height Rp of the surface of the second steel plate member to the maximum peak height Rp of the surface of the first steel plate member was evaluated. In Experiment 3, the noise and iron loss of the transformer were measured while varying the maximum peak heights Rp of the first and second steel plate members. The sizes of the steel plate members used in the laminated core were as shown in Table 5. That is, the height a was 700 mm, the width b was 700 mm, the length c was 420 mm, the spacing d was 140 mm, the length e was 560 mm, the angle f was 45 degrees, and the thickness was 0.23 mm. The laminated core was assembled using 70 layers of steel plate members with the sizes shown in Table 5, stacked in a 10-layer step-lap format with a lap length of 2 mm, consisting of two pairs of sheets. After assembly, a 50-turn primary coil and a 50-turn secondary coil were wound around each of the three legs, forming a laminated core for a three-phase, three-limbed transformer. This laminated core was subjected to three-phase excitation under the conditions of a frequency of 50 [Hz] and a maximum excitation magnetic flux density of 1.7 [T], and the noise and iron loss of the transformer were measured.
表6に、実験3の結果を示す。第1鋼板部材及び第2鋼板部材の表面の最大山高さRpは、実験1と同じく、株式会社キーエンス製レーザ顕微鏡VK-X100を用いた表面粗さ測定により測定した。 Table 6 shows the results of Experiment 3. The maximum peak height Rp of the surfaces of the first steel plate member and the second steel plate member was measured by surface roughness measurement using a laser microscope VK-X100 manufactured by Keyence Corporation, as in Experiment 1.
No.1~15では、第1鋼板部材の表面の最大山高さRpは、12.2[μm]であった。No.1~15において、No.1が比較例であり、No.2~15が実施例である。No.2~4(実施例)では、No.1(比較例)と比較すると、最大山高さRpの比率の変化が小さい。そのため、この実験では、No.2~4(実施例)において変圧器の鉄損の増加の抑制及び騒音の低減についての顕著な改善は、見られなかった。しかしながら、第1鋼板部材の表面の最大山高さRpに対する第2鋼板部材の表面の最大山高さRpの比率が1.15以上となるNo.5~15(実施例)では、No.1(比較例)と比較して、変圧器の鉄損の増加の抑制及び騒音の低減についての顕著な改善が、見られた。特に、第1鋼板部材の表面の最大山高さRpに対する第2鋼板部材の表面の最大山高さRpの比率が1.15以上、且つ1.45以下となるNo.5~11(実施例)では、良好な結果を得られた。最大山高さRpの比率が1.45以上であるNo.12~15の結果がNo.5~11の結果よりも悪くなった理由は、第2鋼板部材の表面が表面処理によって荒れてしまったためと考えられる。つまり、No.12~15では、第2鋼板部材の表面が表面処理によって荒れてしまったことにより、第2鋼板部材間の摩擦力が大きくなるよりも、第2鋼板部材間の接触面積が小さくなってしまったためと考えられる。 In Nos. 1 to 15, the maximum peak height Rp of the surface of the first steel plate member was 12.2 μm. Among Nos. 1 to 15, No. 1 is a comparative example, and Nos. 2 to 15 are working examples. In Nos. 2 to 4 (working examples), the change in the ratio of maximum peak height Rp was small compared to No. 1 (comparative example). Therefore, in this experiment, Nos. 2 to 4 (working examples) did not demonstrate significant improvements in suppressing the increase in iron loss and reducing noise in the transformer. However, in Nos. 5 to 15 (working examples), in which the ratio of the maximum peak height Rp of the surface of the second steel plate member to the maximum peak height Rp of the surface of the first steel plate member was 1.15 or greater, significant improvements in suppressing the increase in iron loss and reducing noise in the transformer were observed compared to No. 1 (comparative example). In particular, good results were obtained in Examples No. 5 to 11, in which the ratio of the maximum peak height Rp of the surface of the second steel plate member to the maximum peak height Rp of the surface of the first steel plate member was 1.15 or greater and 1.45 or less. The reason the results of Examples No. 12 to 15, in which the ratio of maximum peak height Rp was 1.45 or greater, were worse than those of Examples No. 5 to 11 is thought to be because the surface of the second steel plate member was roughened by the surface treatment. In other words, in Examples No. 12 to 15, the surface of the second steel plate member was roughened by the surface treatment, which is thought to have reduced the contact area between the second steel plate members rather than increasing the frictional force between the second steel plate members.
No.16~34では、第1鋼板部材の表面の最大山高さRpは、13.8[μm]であった。No.16~34において、No.16~19が比較例であり、No.20~34が実施例である。No.20~23(実施例)では、No.16(比較例)と比較すると、最大山高さRpの比率の変化が小さい。そのため、この実験3では、No.20~23(実施例)において変圧器の鉄損の増加の抑制及び騒音の低減についての顕著な改善は、見られなかった。しかしながら、第1鋼板部材の表面の最大山高さRpに対する第2鋼板部材の表面の最大山高さRpの比率が1.15以上となるNo.24~34(実施例)では、No.16等(比較例)と比較して、変圧器の鉄損の増加の抑制及び騒音の低減についての顕著な改善が、見られた。特に、第1鋼板部材の表面の最大山高さRpに対する第2鋼板部材の表面の最大山高さRpの比率が1.15以上、且つ1.45以下となるNo.24~32(実施例)では、良好な結果を得られた。最大山高さRpの比率が1.45以上であるNo.33~34の結果がNo.24~32の結果よりも悪くなった理由は、上述したように、第2鋼板部材の表面が表面処理によって荒れてしまったためと考えられる。 In Nos. 16 to 34, the maximum peak height Rp of the surface of the first steel plate member was 13.8 μm. Among Nos. 16 to 34, Nos. 16 to 19 are comparative examples, and Nos. 20 to 34 are working examples. In Nos. 20 to 23 (working examples), the change in the ratio of maximum peak height Rp was smaller than in No. 16 (comparative example). Therefore, in Experiment 3, Nos. 20 to 23 (working examples) did not demonstrate significant improvements in suppressing the increase in iron loss and reducing noise in the transformer. However, in Nos. 24 to 34 (working examples), in which the ratio of the maximum peak height Rp of the surface of the second steel plate member to the maximum peak height Rp of the surface of the first steel plate member was 1.15 or greater, significant improvements in suppressing the increase in iron loss and reducing noise in the transformer were observed compared to No. 16 and other comparative examples. In particular, good results were obtained in Examples No. 24 to 32, in which the ratio of the maximum peak height Rp on the surface of the second steel plate member to the maximum peak height Rp on the surface of the first steel plate member was 1.15 or greater and 1.45 or less. The reason the results of Examples No. 33 to 34, in which the ratio of maximum peak height Rp was 1.45 or greater, were worse than those of Examples No. 24 to 32 is thought to be because, as mentioned above, the surface of the second steel plate member became rough due to the surface treatment.
No.35~45では、第1鋼板部材の表面の最大山高さRpに対する第2鋼板部材の表面の最大山高さRpの比率を1程度に維持した状態で、第1鋼板部材及び第2鋼板部材の最大山高さRpを大きくした。No.35~45において、No.36~45が比較例であり、No.35が実施例である。No.35~45の結果から、当該比率が1程度であると、変圧器の鉄損の増加の抑制及び騒音の低減についての顕著な改善が見られないことが分かる。 In Nos. 35 to 45, the ratio of the maximum peak height Rp of the surface of the second steel plate member to the maximum peak height Rp of the surface of the first steel plate member was maintained at approximately 1, while the maximum peak height Rp of the first steel plate member and the second steel plate member was increased. Of Nos. 35 to 45, Nos. 36 to 45 are comparative examples, and No. 35 is an example. The results for Nos. 35 to 45 show that when the ratio is approximately 1, no significant improvement is seen in suppressing the increase in iron loss in the transformer or reducing noise.
(積層鉄心の製造方法)
積層鉄心の製造方法について説明する。まず、仕上げ焼鈍後に絶縁被膜が塗布された方向性電磁鋼板を準備する。次に、仕上げ焼鈍後に絶縁被膜が塗布された方向性電磁鋼板から第1鋼板部材及び第2鋼板部材を形成する。第2鋼板部材の形成後、第2鋼板部材に対して表面処理を実施する。表面処理は、第2鋼板部材の最大山高さRpを大きくする処理である。表面処理は、例えば、化学研磨、ショットブラスト又はエメリー研磨等である。一方、第1鋼板部材に対しては表面処理を実施しない。例えば、第1鋼板部材の表面の最大山高さRpに対する第2鋼板部材の最大山高さRpの比率が1.15以上、且つ1.45以下になるように、第2鋼板部材に対して表面処理を実施してよい。第1鋼板部材に対して表面処理を実施せず、第2鋼板部材に対して表面処理を実施することにより、積層鉄心の製造コストを削減することができる。ただし、第2鋼板部材を形成する前の方向性電磁鋼板に対して表面処理を実施してもよい。
(Manufacturing method of laminated iron core)
A method for manufacturing a laminated core will be described. First, a grain-oriented electrical steel sheet is prepared that has been applied with an insulating coating after finish annealing. Next, a first steel sheet member and a second steel sheet member are formed from the grain-oriented electrical steel sheet that has been applied with an insulating coating after finish annealing. After the second steel sheet member is formed, a surface treatment is performed on the second steel sheet member. The surface treatment is a process for increasing the maximum peak height Rp of the second steel sheet member. Examples of the surface treatment include chemical polishing, shot blasting, and emery polishing. On the other hand, the first steel sheet member is not surface-treated. For example, the second steel sheet member may be surface-treated so that the ratio of the maximum peak height Rp of the second steel sheet member to the maximum peak height Rp of the surface of the first steel sheet member is 1.15 or more and 1.45 or less. By performing the surface treatment on the second steel sheet member without performing the surface treatment on the first steel sheet member, the manufacturing cost of the laminated core can be reduced. However, the grain-oriented electrical steel sheet may be surface-treated before the second steel sheet member is formed.
積層鉄心の製造方法に含まれる他の処理については、公知の処理が採用されてよい。 Other processes included in the manufacturing method of the laminated core may be publicly known processes.
本開示に係る実施形態について、諸図面及び実施例に基づき説明してきたが、当業者であれば本開示に基づき種々の変形又は修正を行うことが容易であることに注意されたい。したがって、これらの変形又は修正は本開示の範囲に含まれることに留意されたい。 Although embodiments of the present disclosure have been described based on various drawings and examples, it should be noted that those skilled in the art would easily be able to make various modifications or alterations based on this disclosure. Therefore, it should be noted that these modifications and alterations are included within the scope of the present disclosure.
1 積層鉄心
10 鋼板
11,12 第1鋼板部材
11A,11B,11E,12C,12D,12F 接合部
13,14,15 第2鋼板部材
13A,13D,14E,14F,15B,15C 接合部
2,2A,2B ヨーク部
3,3A,3B,3C 脚部
1 Laminated core 10 Steel plate 11, 12 First steel plate member 11A, 11B, 11E, 12C, 12D, 12F Joint part 13, 14, 15 Second steel plate member 13A, 13D, 14E, 14F, 15B, 15C Joint part 2, 2A, 2B Yoke part 3, 3A, 3B, 3C Leg part
Claims (5)
前記鋼板は、前記ヨーク部に含まれる第1鋼板部材と、前記脚部に含まれる第2鋼板部材とを含み、前記鋼板では、第1鋼板部材と前記第2鋼板部材とが接着剤を介さずに突き合わされ、
前記第1鋼板部材の表面の最大山高さRpに対する前記第2鋼板部材の表面の最大山高さRpの比率は、1を超える、積層鉄心。 A laminated core in which a plurality of steel plates are laminated without adhesive , the laminated core comprising a yoke portion and a leg portion,
The steel plate includes a first steel plate member included in the yoke portion and a second steel plate member included in the leg portion, and the first steel plate member and the second steel plate member are butted together without an adhesive,
A laminated core, wherein the ratio of the maximum peak height Rp of the surface of the second steel plate member to the maximum peak height Rp of the surface of the first steel plate member exceeds 1.
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