JP4590014B2 - Method for joining steel members and method for strengthening joining force in joined body comprising steel members - Google Patents

Method for joining steel members and method for strengthening joining force in joined body comprising steel members Download PDF

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JP4590014B2
JP4590014B2 JP2009525255A JP2009525255A JP4590014B2 JP 4590014 B2 JP4590014 B2 JP 4590014B2 JP 2009525255 A JP2009525255 A JP 2009525255A JP 2009525255 A JP2009525255 A JP 2009525255A JP 4590014 B2 JP4590014 B2 JP 4590014B2
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敏明 北澤
▲隆▼幸 藤森
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K20/00Non-electric welding by applying impact or other pressure, with or without the application of heat, e.g. cladding or plating
    • B23K20/02Non-electric welding by applying impact or other pressure, with or without the application of heat, e.g. cladding or plating by means of a press ; Diffusion bonding
    • B23K20/028Butt welding

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Description

本発明は、鉄鋼部材の接合方法及び鉄鋼部材からなる接合体における接合力強化方法に関する。   The present invention relates to a method for joining steel members and a method for strengthening a joining force in a joined body made of steel members.

図13は、従来の鉄鋼部材の接合方法を説明するために示すフローチャートである。図14は、従来の鉄鋼部材の接合方法を説明するために示す図である。   FIG. 13 is a flowchart shown for explaining a conventional method of joining steel members. FIG. 14 is a figure shown in order to demonstrate the joining method of the conventional steel member.

従来の鉄鋼部材の接合方法は、図13及び図14に示すように、2つの鉄鋼部材を準備する鉄鋼部材準備工程S910と、2つの鉄鋼部材における接合予定面を突き合わせた状態で、2つの鉄鋼部材を所定の圧力条件で押圧しながら2つの鉄鋼部材を接合可能な第1温度に加熱することにより、2つの鉄鋼部材を互いに接合して接合体を形成する接合体形成工程S920と、接合体を所定の温度条件の下で熱処理することにより接合体における接合力を強化する接合力強化工程S930とを含む(例えば、特許文献1参照。)。   As shown in FIG. 13 and FIG. 14, the conventional steel member joining method includes two steel members in a state in which the steel member preparation step S <b> 910 for preparing two steel members and the surfaces to be joined in the two steel members face each other. A joined body forming step S920 for joining the two steel members to each other to form a joined body by heating the two steel members to a first temperature at which the two steel members can be joined while pressing the members under a predetermined pressure condition, and a joined body. Is subjected to a heat treatment under a predetermined temperature condition, and a joining force strengthening step S930 for strengthening the joining force in the joined body is included (see, for example, Patent Document 1).

このため、従来の鉄鋼部材の接合方法によれば、溶接補助材を全く使用せずに複数の鉄鋼部材を接合することが可能となる。また、従来の鉄鋼部材の接合方法によれば、接合体を形成した後に接合力強化工程S930を行うことにより、接合体における接合力を強化することが可能となる。
その結果、従来の鉄鋼部材の接合方法によれば、プラスチックギアなどの樹脂成形用金型に適した接合体(鉄鋼製品)を製造することが可能となる。
For this reason, according to the conventional joining method of steel members, it becomes possible to join a plurality of steel members without using any welding auxiliary material. Moreover, according to the conventional method for joining steel members, it is possible to reinforce the joining force in the joined body by performing the joining force enhancing step S930 after forming the joined body.
As a result, according to the conventional method for joining steel members, a joined body (steel product) suitable for a resin molding die such as a plastic gear can be manufactured.

特開2002−59270号公報JP 2002-59270 A

しかしながら、従来の鉄鋼部材の接合方法においては、Crを含有する2つの鉄鋼部材を互いに接合して接合体を製造する場合に、十分に高い接合力を得ることできないという問題があることがわかった。   However, in the conventional method for joining steel members, it has been found that there is a problem that a sufficiently high joining force cannot be obtained when two steel members containing Cr are joined together to produce a joined body. .

そこで、本発明は、上記した問題を解決するためになされたもので、Crを含有する2つの鉄鋼部材を互いに接合して接合体を製造する場合にも十分に高い接合力を得ることが可能な鉄鋼部材の接合方法を提供することを目的とする。また、Crを含有する2つの鉄鋼部材が互いに接合された接合体の接合力を十分に高くすることが可能な、鉄鋼部材からなる接合体における接合力強化方法を提供することを目的とする。   Therefore, the present invention has been made to solve the above-described problems, and it is possible to obtain a sufficiently high joining force even when two steel members containing Cr are joined together to produce a joined body. An object of the present invention is to provide a method for joining steel members. Moreover, it aims at providing the joining force reinforcement | strengthening method in the joined body which consists of a steel member which can fully raise the joining force of the joined body by which the two steel members containing Cr were joined mutually.

なお、本発明の鉄鋼部材の接合方法は、2つの鉄鋼部材を接合する場合のみに限定されるものではなく、3つ以上の鉄鋼部材を接合する場合にも適用することが可能である。3つ以上の鉄鋼部材を接合する場合には、3つ以上の鉄鋼部材のうち互いに接合される2つの鉄鋼部材に着目すれば、本発明の鉄鋼部材の接合方法を実施することとなる。本発明の鉄鋼部材からなる接合体における接合力強化方法についても同様である。   In addition, the joining method of the steel member of this invention is not limited only when joining two steel members, It is possible to apply also when joining three or more steel members. When three or more steel members are to be joined, the method for joining steel members of the present invention will be implemented by paying attention to two steel members to be joined to each other among the three or more steel members. The same applies to the method for strengthening the joining force in the joined body made of the steel member of the present invention.

本発明の発明者らは、上記目的を達成するため、従来の鉄鋼部材の接合方法において、Crを含有する2つの鉄鋼部材を互いに接合して接合体を製造する場合に十分に高い接合力を得ることできない原因を調査した結果、その原因は、接合面にCr含有不動態層や空隙が存在することにあるという知見を得た。そこで、本発明の発明者らは、これらの知見に基づき、接合面に存在するCr含有不動態層や空隙を消散させることができれば、接合体の接合力を十分に高くすることが可能となり上記問題を解決することができることに想到し、本発明を完成させるに至った。   In order to achieve the above object, the inventors of the present invention have a sufficiently high joining force when a joined body is manufactured by joining two steel members containing Cr to each other in a conventional steel member joining method. As a result of investigating the cause that cannot be obtained, the inventors have found that the cause is the presence of a Cr-containing passive layer and voids on the joint surface. Therefore, based on these findings, the inventors of the present invention can sufficiently increase the bonding force of the bonded body if the Cr-containing passive layer and voids present on the bonding surface can be dissipated. The inventor came up with the idea that the problem could be solved and completed the present invention.

(1)すなわち、本発明の鉄鋼部材の接合方法は、Crを含有する2つの鉄鋼部材を準備する鉄鋼部材準備工程と、前記2つの鉄鋼部材における接合予定面を突き合わせた状態で、前記2つの鉄鋼部材を所定の圧力条件で押圧しながら前記2つの鉄鋼部材を接合可能な第1温度に加熱することにより、前記2つの鉄鋼部材を互いに接合して接合体を形成する接合体形成工程と、520℃以上かつ前記鉄鋼部材におけるA変態点未満の温度範囲で、前記接合体を30分以上静置する接合体静置工程とをこの順序で含むことを特徴とする。(1) That is, the method for joining steel members of the present invention includes a steel member preparation step for preparing two steel members containing Cr, and a state in which the planned joining surfaces of the two steel members are butted. A joined body forming step of joining the two steel members to each other to form a joined body by heating to the first temperature at which the two steel members can be joined while pressing the steel members under a predetermined pressure condition; at a temperature range of less than the a 1 transformation point at 520 ° C. or higher and the steel member, characterized in that it comprises a conjugate standing step of standing for more than 30 minutes the conjugates in this order.

(2)本発明の鉄鋼部材の接合方法は、Crを含有する2つの鉄鋼部材を互いに接合する鉄鋼部材を準備する鉄鋼部材準備工程と、前記2つの鉄鋼部材における接合予定面を突き合わせた状態で、前記2つの鉄鋼部材を所定の圧力条件で押圧しながら前記2つの鉄鋼部材を接合可能な第1温度に加熱することにより、前記2つの鉄鋼部材を互いに接合して接合体を形成する接合体形成工程と、520℃以上かつ820℃未満の温度範囲で、前記接合体を30分以上静置する接合体静置工程とをこの順序で含むことを特徴とする。 (2) In the method for joining steel members of the present invention, the steel member preparation step for preparing steel members for joining two steel members containing Cr to each other, and the joining scheduled surfaces of the two steel members are in contact with each other. A joined body that joins the two steel members together to form a joined body by heating the two steel members to a first temperature at which the two steel members can be joined while pressing the two steel members under a predetermined pressure condition. It includes a forming step and a joined body stationary step of standing the joined body for 30 minutes or more in a temperature range of 520 ° C. or higher and lower than 820 ° C. in this order.

このため、上記(1)又は(2)に記載の鉄鋼部材の接合方法によれば、接合体形成工程により形成した接合体を、520℃以上かつ鉄鋼部材におけるA変態点未満の温度範囲又は520℃以上かつ820℃未満の温度範囲で30分以上静置することとしているため、接合面に存在するCr含有不動態層や空隙の多くが母相の鉄鋼材料中に溶け込み、最終的には接合面に存在するCr含有不動態層や空隙の多くを消散させることが可能となる。その結果、接合体の接合力を、用途によっては十分に高くすることが可能となる。Therefore, according to the joining method of the steel members according to the above (1) or (2), the conjugate formed by conjugate formation step, a temperature range of less than the A 1 transformation point at 520 ° C. or higher and the steel member or Since it is supposed to be left for 30 minutes or more in a temperature range of 520 ° C. or more and less than 820 ° C., most of the Cr-containing passivating layer and voids existing on the joint surface dissolve in the steel material of the parent phase, and finally It becomes possible to dissipate most of the Cr-containing passive layer and voids present on the joint surface. As a result, the bonding force of the bonded body can be sufficiently increased depending on the application.

したがって、上記(1)又は(2)に記載の鉄鋼部材の接合方法は、Crを含有する2つの鉄鋼部材を互いに接合して接合体を製造する場合にも十分に高い接合力を得ることが可能な鉄鋼部材の接合方法となる。   Therefore, the method for joining steel members according to the above (1) or (2) can obtain a sufficiently high joining force even when two steel members containing Cr are joined together to produce a joined body. This is a possible method for joining steel members.

また、上記(1)又は(2)に記載の鉄鋼部材の接合方法は、接合体形成工程により形成した接合体における接合力を、このような比較的低い温度範囲で静置することにより高くすることとしているため、接合力の強化された接合体を比較的急速に冷却することが可能となり、生産性の高い鉄鋼部材の接合方法となる。   Moreover, the joining method of the steel member as described in said (1) or (2) makes the joining force in the joined body formed by the joined body formation process high by leaving still in such a comparatively low temperature range. Therefore, it becomes possible to cool the joined body with a strengthened joining force relatively quickly, and it becomes a highly productive joining method for steel members.

なお、上記(1)又は(2)に記載の鉄鋼部材の接合方法において、接合体形成工程により形成した接合体を、このような比較的低い温度範囲(520℃以上かつ鉄鋼部材におけるA変態点未満の温度範囲又は520℃以上かつ820℃未満の温度範囲)で30分以上静置することとしたときに、なぜ、接合面に存在するCr含有不動態層や空隙の多くが母相の鉄鋼材料中に溶け込むのかについては、詳細は不明であるが、上述のような比較的低い温度範囲においても鉄鋼部材の結晶粒がサブミクロン単位で移動可能であることが1つの理由として推測される。The above (1) or (2) The joining method of the steel members according to the assembly formed by the bonding body forming step, A 1 transformation in such a relatively low temperature range (520 ° C. or higher and the steel member Temperature range of less than the point or a temperature range of 520 ° C. or more and less than 820 ° C. for 30 minutes or more. The details of whether or not it dissolves in the steel material is unknown, but it is speculated that the crystal grains of the steel member can move in submicron units even in the relatively low temperature range as described above. .

接合体の接合力をより高くする観点から言えば、接合体を1時間以上静置することがより好ましく、2時間以上静置することがさらに好ましい。   From the viewpoint of increasing the bonding strength of the bonded body, it is more preferable to leave the bonded body for 1 hour or more, and still more preferable to leave it for 2 hours or more.

(3)上記(1)又は(2)に記載の鉄鋼部材の接合方法においては、前記接合体形成工程を行った後、前記接合体静置工程を複数回行うことが好ましい。 (3) In the method for joining steel members described in (1) or (2) above, it is preferable to perform the joined body stationary step a plurality of times after performing the joined body forming step.

このような方法とすることにより、より高い接合力を得ることが可能となる。   By setting it as such a method, it becomes possible to obtain a higher joining force.

(4)上記(1)〜(3)のいずれかに記載の鉄鋼部材の接合方法においては、前記接合体静置工程を行った後、不活性ガス雰囲気下で前記接合体を冷却することが好ましい。 (4) In the method for joining steel members according to any one of the above (1) to (3), the joined body is cooled in an inert gas atmosphere after performing the joined body stationary step. preferable.

このような方法とすることにより、冷却過程で接合体の表面が酸化して品質が劣化するのを抑制することが可能となる。   By setting it as such a method, it becomes possible to suppress that the surface of a joined body oxidizes and a quality deteriorates in the cooling process.

(5)上記(1)〜(4)のいずれかに記載の鉄鋼部材の接合方法においては、前記第1温度は、850℃〜1150℃の範囲内にあることが好ましい。 (5) In the joining method of the steel member in any one of said (1)-(4), it is preferable that said 1st temperature exists in the range of 850 degreeC-1150 degreeC.

このような方法とすることにより、所定の圧力条件で押圧しながら2つの鉄鋼部材を接合して接合体を形成することが可能となる。   By setting it as such a method, it becomes possible to join two steel members and to form a joined body, pressing on predetermined pressure conditions.

(6)上記(1)〜(5)のいずれかに記載の鉄鋼部材の接合方法においては、前記接合体形成工程と前記接合体静置工程との間に、前記接合体を、前記接合体の組織をより均一にすることが可能な第2温度に加熱する金属組織均一化工程をさらに含むことが好ましい。 (6) In the method for joining steel members according to any one of the above (1) to (5), the joined body is inserted between the joined body forming step and the joined body stationary step. It is preferable to further include a metal structure homogenization step of heating to a second temperature that can make the structure of the metal layer more uniform.

このような方法とすることにより、接合体形成工程を経て不均一な状態となっている金属組織をより均一にすることが可能となるため、さらに均質性の高い接合体を形成することが可能となる。   By adopting such a method, it becomes possible to make the metal structure that has been in a non-uniform state through the joined body forming step more uniform, so it is possible to form a joined body with higher homogeneity. It becomes.

(7)上記(6)に記載の鉄鋼部材の接合方法においては、前記第2温度は、850℃〜1150℃の範囲内にあることが好ましい。 (7) In the joining method of the steel member as described in said (6), it is preferable that said 2nd temperature exists in the range of 850 degreeC-1150 degreeC.

このような方法とすることにより、接合体形成工程を経て不均一な状態となっている金属組織をさらに均一にすることが可能となる。   By setting it as such a method, it becomes possible to make more uniform the metal structure which is in the non-uniform | heterogenous state through the conjugate | zygote formation process.

(8)上記(6)又は(7)に記載の鉄鋼部材の接合方法においては、前記金属組織均一化工程を行った後、前記接合体をMs点まで急冷し、その後前記接合体を徐冷することが好ましい。 (8) In the method for joining steel members according to the above (6) or (7), after performing the metal structure homogenization step, the joined body is rapidly cooled to the Ms point, and then the joined body is gradually cooled. It is preferable to do.

このような方法とすることにより、焼入れ効果により、接合体の硬度を高くすることで、機械的強度が高く高品質の接合体を形成することが可能となる。   By adopting such a method, it is possible to form a high-quality bonded body with high mechanical strength by increasing the hardness of the bonded body due to the quenching effect.

(9)上記(1)〜(8)のいずれかに記載の鉄鋼部材の接合方法においては、前記2つの鉄鋼部材における前記接合予定面は、平面であることが好ましい。 (9) In the method for joining steel members according to any one of the above (1) to (8), it is preferable that the planned joining surfaces of the two steel members are flat surfaces.

このような方法とすることにより、接合予定面を高精度に加工することで2つの鉄鋼部材を突き当てたときの鉄鋼部材間の密着度を高めて、十分に高い接合力を得ることが可能となる。   By adopting such a method, it is possible to increase the degree of adhesion between the steel members when the two steel members are abutted by processing the planned joining surfaces with high accuracy, and to obtain a sufficiently high joining force. It becomes.

(10)上記(9)に記載の鉄鋼部材の接合方法においては、前記接合予定面における算術平均粗さRaは、0.2μm以下であることが好ましい。 (10) In the method for joining steel members described in (9) above, the arithmetic average roughness Ra on the planned joining surface is preferably 0.2 μm or less.

このような方法とすることにより、2つの鉄鋼部材における接合予定面同士の間隔が平均で0.4μm以下となる状態で接合体形成工程を行うこととなり、また、2つの鉄鋼部材における接合予定面同士の間隔が平均で0.4μm以下となる状態で形成された接合体(言い換えると、接合面に残存することのある空隙が極めて小さい接合体。)に対して接合力強化工程を行うこととなることから、十分に高い接合力を得ることが可能となる。   By adopting such a method, the joined body forming step is performed in a state where the interval between the planned joining surfaces of the two steel members is 0.4 μm or less on average, and the planned joining surfaces of the two steel members Performing a bonding force strengthening step on a bonded body (in other words, a bonded body having a very small gap that may remain on the bonded surface) formed in a state where the distance between them is 0.4 μm or less on average. As a result, a sufficiently high joining force can be obtained.

(11)上記(1)〜(10)のいずれかに記載の鉄鋼部材の接合方法においては、前記接合体形成工程及び前記接合体静置工程を、真空中又は不活性ガス雰囲気中において行うことが好ましい。 (11) In the method for joining steel members according to any one of (1) to (10) above, the joined body forming step and the joined body stationary step are performed in a vacuum or in an inert gas atmosphere. Is preferred.

このような方法とすることにより、各熱処理工程における酸素等の活性ガスの存在に起因して発生する悪影響を抑制することが可能となる。   By adopting such a method, it is possible to suppress adverse effects caused by the presence of an active gas such as oxygen in each heat treatment step.

(12)上記(1)〜(11)のいずれかに記載の鉄鋼部材の接合方法においては、前記鉄鋼部材は、ステンレス鋼からなる鉄鋼部材である場合に特に効果がある。 (12) In the method for joining steel members according to any one of (1) to (11), the steel member is particularly effective when the steel member is a steel member made of stainless steel.

このように鉄鋼部材がステンレス鋼からなる鉄鋼部材である場合には特に、接合体静置工程を行うことによって接合面に存在するCr含有不動態層や空隙の多くを消散させることが可能となるため、接合体の接合力を十分に高くすることが可能となる。このことは、後述する試験例からも明らかである。   Thus, especially when the steel member is a steel member made of stainless steel, it becomes possible to dissipate most of the Cr-containing passive layer and voids present on the joint surface by performing the joined body stationary step. Therefore, it becomes possible to sufficiently increase the bonding force of the bonded body. This is clear from the test examples described later.

なお、ステンレス鋼としては、例えばSUS420J2系のステンレス鋼や、SUS440C系のステンレス鋼などを例示することができる。SUS420J2系のステンレス鋼としては、STAVAX(ウッデホルム社の登録商標)、HPM38、S−STARなどを例示することができる。SUS440C系のステンレス鋼としては、ELMAXなどを例示することができる。   Examples of the stainless steel include SUS420J2 stainless steel and SUS440C stainless steel. Examples of the SUS420J2 stainless steel include STAVAX (registered trademark of Woodeholm), HPM38, S-STAR, and the like. Examples of the SUS440C stainless steel include ELMAX.

(13)上記(1)〜(11)のいずれかに記載の鉄鋼部材の接合方法においては、前記鉄鋼部材は、熱間金型用鋼、冷間金型用鋼、機械構造用鋼又は高速度工具鋼からなる鉄鋼部材であることが好ましい。 (13) In the method for joining steel members according to any one of (1) to (11), the steel member is a steel for hot molds, steel for cold molds, steel for mechanical structures, or high It is preferably a steel member made of speed tool steel.

このような方法とすることにより、様々な用途に用いることが可能な接合体を製造することが可能となる。   By setting it as such a method, it becomes possible to manufacture the conjugate | zygote which can be used for various uses.

(14)本発明の鉄鋼部材からなる接合体における接合力強化方法は、Crを含有する2つの鉄鋼部材が互いに接合された接合体の接合力を強化する、鉄鋼部材からなる接合体における接合力強化方法であって、前記接合体として、Crを含有する2つの鉄鋼部材が互いに接合された接合体を準備する接合体準備工程と、520℃以上かつ前記鉄鋼部材におけるA変態点未満の温度範囲で、前記接合体を30分以上静置する接合体静置工程とをこの順序で含むことを特徴とする。(14) The joining force strengthening method for a joined body made of a steel member according to the present invention reinforces the joining force of a joined body in which two steel members containing Cr are joined to each other. a strengthening method, as the conjugate, the conjugate preparation step of the two steel members containing Cr is prepared mutually bonded conjugate, a temperature lower than the a 1 transformation point at 520 ° C. or higher and the steel members It is characterized by including a joined body stationary step of standing the joined body for 30 minutes or more in this order.

(15)本発明の鉄鋼部材からなる接合体における接合力強化方法は、Crを含有する2つの鉄鋼部材が互いに接合された接合体の接合力を強化する、鉄鋼部材からなる接合体における接合力強化方法であって、前記接合体として、Crを含有する2つの鉄鋼部材が互いに接合された接合体を準備する接合体準備工程と、520℃以上かつ820℃未満の温度範囲で、前記接合体を30分以上静置する接合体静置工程とをこの順序で含むことを特徴とする。 (15) The joining force strengthening method for a joined body made of a steel member of the present invention is a joining force for a joined body made of a steel member that reinforces the joining force of the joined body in which two steel members containing Cr are joined together. In the strengthening method, a joined body preparing step of preparing a joined body in which two steel members containing Cr are joined together as the joined body, and the joined body in a temperature range of 520 ° C. or more and less than 820 ° C. And a joined body stationary step of standing for 30 minutes or more in this order.

このため、上記(14)又は(15)に記載の鉄鋼部材からなる接合体における接合力強化方法によれば、2つの鉄鋼部材が互いに接合された接合体を、520℃以上かつ鉄鋼部材におけるA変態点未満の温度範囲又は520℃以上かつ820℃未満の温度範囲で30分以上静置することとしているため、接合面に存在するCr含有不動態層や空隙の多くが母相の鉄鋼材料中に溶け込み、最終的には接合面に存在するCr含有不動態層や空隙の多くを消散させることが可能となる。その結果、接合体の接合力を、用途によっては十分に高くすることが可能となる。For this reason, according to the joining force strengthening method in the joined body which consists of the steel member as described in said (14) or (15), the joined body by which two steel members were joined mutually is 520 degreeC or more, and A in a steel member. Because it is allowed to stand for 30 minutes or more in a temperature range of less than one transformation point or in a temperature range of 520 ° C. or more and less than 820 ° C., most of the Cr-containing passivating layer and voids present on the joining surface are the parent phase steel material It is possible to dissipate many of the Cr-containing passive layers and voids present in the bonding surface and finally in the bonding surface. As a result, the bonding force of the bonded body can be sufficiently increased depending on the application.

したがって、上記(14)又は(15)に記載の鉄鋼部材からなる接合体における接合力強化方法は、Crを含有する2つの鉄鋼部材が互いに接合された接合体の接合力を十分に高くすることが可能な、鉄鋼部材からなる接合体における接合力強化方法となる。   Therefore, the method for strengthening the joining force in the joined body composed of the steel member according to (14) or (15) described above sufficiently increases the joining force of the joined body in which the two steel members containing Cr are joined together. This is a method for strengthening the joining force in a joined body made of steel members.

また、上記(14)又は(15)に記載の鉄鋼部材からなる接合体における接合力強化方法は、2つの鉄鋼部材が互いに接合された接合体の接合力を、このような比較的低い温度範囲で30分以上静置することにより高くすることとしているため、接合力の強化された接合体を比較的急速に冷却することが可能となり、生産性の高い方法となる。   Further, the method for strengthening the joining force in the joined body composed of the steel member according to the above (14) or (15), the joining force of the joined body in which the two steel members are joined to each other, in such a relatively low temperature range. Therefore, it is possible to cool the bonded body with a strengthened bonding force relatively rapidly, and this is a highly productive method.

接合体の接合力をより高くする観点から言えば、接合体を1時間以上静置することがより好ましく、2時間以上静置することがさらに好ましい。   From the viewpoint of increasing the bonding strength of the bonded body, it is more preferable to leave the bonded body for 1 hour or more, and still more preferable to leave it for 2 hours or more.

(16)上記(14)又は(15)に記載の鉄鋼部材からなる接合体における接合力強化方法においては、前記接合体準備工程を行った後、前記接合体静置工程を複数回行うことが好ましい。 (16) In the joining force strengthening method in the joined body composed of the steel member according to (14) or (15), the joined body stationary step is performed a plurality of times after the joined body preparing step is performed. preferable.

このような方法とすることにより、接合体の接合力をより高くすることが可能となる。   By setting it as such a method, it becomes possible to make the joining force of a joined body higher.

(17)本発明の鉄鋼製品は、上記(1)〜(13)のいずれかに記載の鉄鋼部材の接合方法により接合された接合体又は上記(14)〜(16)のいずれかに記載の鉄鋼部材からなる接合体における接合力強化方法により接合力が強化された接合体を用いて製造された鉄鋼製品である。 (17) The steel product of the present invention is the joined body joined by the joining method of steel members according to any one of (1) to (13) or any one of (14) to (16) above. It is a steel product manufactured using a joined body whose joining force is strengthened by a joining force strengthening method in a joined body made of steel members.

このため、本発明の鉄鋼製品は、十分に高い接合力で接合された鉄鋼製品となり、様々な用途に用いることが可能となる。   For this reason, the steel product of the present invention becomes a steel product joined with a sufficiently high joining force, and can be used for various applications.

鉄鋼製品としては、各種成形金型、各種工具、各種構造材などを例示することができる。   Examples of steel products include various molding dies, various tools, and various structural materials.

(18)上記(17)に記載の鉄鋼製品においては、前記接合体における接合面のうち外方に露出する部分は、除去されていることを特徴とが好ましい。 (18) In the steel product described in (17) above, it is preferable that a portion exposed to the outside of the joint surface of the joined body is removed.

接合体における接合面のうち外方に露出する部分は、他の部分(接合体における接合面のうち外方に露出しない部分であって、例えば、接合体における接合面のうち中心部分)と比べると接合力が低い可能性があるが、上記のように構成することにより、相対的に接合力が低い部分が除去された高品質な鉄鋼製品となる。   The part exposed to the outside of the joined surface in the joined body is compared with the other part (the part that is not exposed to the outside of the joined surface in the joined body, for example, the central part of the joined surface in the joined body). However, by configuring as described above, a high-quality steel product from which a portion having a relatively low bonding force is removed is obtained.

(19)本発明の鉄鋼製品においては、前記鉄鋼製品には表面高度を高くする表面処理が施されていることが好ましい。 (19) In the steel product of the present invention, the steel product is preferably subjected to a surface treatment for increasing the surface height.

このように構成することにより、鉄鋼製品の耐摩耗性を向上することが可能となる。また、鉄鋼製品が樹脂成形用金型などの成形金型である場合には、離型性を向上することが可能となる。   By comprising in this way, it becomes possible to improve the abrasion resistance of steel products. In addition, when the steel product is a molding die such as a resin molding die, it is possible to improve the releasability.

(20)本発明の鉄鋼製品は、樹脂成形用金型である場合に特に効果がある。 (20) The steel product of the present invention is particularly effective when it is a resin molding die.

ところで、樹脂成形用金型として、熱交換用媒体流路を内部に含む構造からなる樹脂成形用金型が要望されることがあるが、このような構造からなる樹脂成形用金型を単一の鉄鋼部材を用いて製造するのは極めて困難である。
これに対し、本発明の鉄鋼製品(樹脂成形用金型)によれば、本発明の鉄鋼部材の接合方法により接合された接合体又は本発明の鉄鋼部材からなる接合体における接合力強化方法により接合力が強化された接合体を用いて製造された鉄鋼製品(樹脂成形用金型)であるため、熱交換用媒体流路を内部に含む構造からなる樹脂成形用金型を比較的容易に実現することが可能となる。
また、本発明の鉄鋼製品(樹脂成形用金型)は、十分に高い接合力で接合されていることから、高信頼性かつ長寿命な樹脂成形用金型となる。
By the way, as a resin molding die, there is a demand for a resin molding die having a structure including a medium channel for heat exchange inside, but a single resin molding die having such a structure is required. It is extremely difficult to manufacture using this steel member.
On the other hand, according to the steel product (mold for resin molding) of the present invention, by the joining force strengthening method in the joined body joined by the joining method of the steel member of the present invention or the joined body made of the steel member of the present invention. Because it is a steel product (resin molding die) manufactured using a joined body with enhanced bonding strength, it is relatively easy to make a resin molding die having a structure including a medium channel for heat exchange inside. It can be realized.
Moreover, since the steel product (resin molding die) of the present invention is joined with a sufficiently high joining force, it becomes a highly reliable and long-life resin molding die.

(21)本発明の樹脂製品は、上記(20)に記載の樹脂成形用金型を用いて製造された樹脂製品である。 (21) The resin product of the present invention is a resin product produced using the resin molding die described in (20) above.

このため、本発明の樹脂製品は、上述のように、熱交換用媒体流路を内部に含む構造からなる樹脂成形用金型であって、高信頼性かつ長寿命な樹脂成形用金型を用いて製造された樹脂製品であるため、高品質な樹脂製品となる。   Therefore, as described above, the resin product of the present invention is a resin molding die having a structure including a heat exchange medium flow path therein, and is a highly reliable and long-life resin molding die. Since it is a resin product manufactured by using, it becomes a high-quality resin product.

実施形態1に係る鉄鋼部材の接合方法を説明するために示すフローチャートである。It is a flowchart shown in order to demonstrate the joining method of the steel member which concerns on Embodiment 1. FIG. 実施形態1に係る鉄鋼部材の接合方法を説明するために図である。It is a figure for demonstrating the joining method of the steel member which concerns on Embodiment 1. FIG. 実施形態1に係る鉄鋼部材の接合方法を説明するために示す図である。It is a figure shown in order to demonstrate the joining method of the steel member concerning Embodiment 1. FIG. 試験手順を説明するために示す図である。It is a figure shown in order to demonstrate a test procedure. 各接合体における接合部分の断面電子顕微鏡写真である。It is a cross-sectional electron micrograph of the junction part in each conjugate | zygote. 各接合体における接合部分の断面電子顕微鏡写真である。It is a cross-sectional electron micrograph of the junction part in each conjugate | zygote. 各接合体における接合部分の断面電子顕微鏡写真である。It is a cross-sectional electron micrograph of the junction part in each conjugate | zygote. 各接合体における接合部分の断面電子顕微鏡写真である。It is a cross-sectional electron micrograph of the junction part in each conjugate | zygote. 各接合体における接合部分の断面電子顕微鏡写真である。It is a cross-sectional electron micrograph of the junction part in each conjugate | zygote. 破断試験を行った後の試験片の写真である。It is a photograph of the test piece after performing a fracture test. 実施形態2に係る鉄鋼部材の接合方法を説明するために図である。It is a figure in order to explain the joining method of the steel member concerning Embodiment 2. 実施形態3に係る鉄鋼部材の接合方法を説明するために示す図である。It is a figure shown in order to demonstrate the joining method of the steel member which concerns on Embodiment 3. FIG. 従来の鉄鋼部材の接合方法を説明するために示すフローチャートである。It is a flowchart shown in order to demonstrate the joining method of the conventional steel member. 従来の鉄鋼部材の接合方法を説明するために示す図である。It is a figure shown in order to demonstrate the joining method of the conventional steel member.

以下、本発明の鉄鋼部材の接合方法、鉄鋼部材からなる接合体における接合力強化方法、鉄鋼製品及び樹脂製品について、図に示す実施の形態に基づいて説明する。   Hereinafter, the joining method of the steel member of the present invention, the joining force strengthening method in the joined body made of the steel member, the steel product, and the resin product will be described based on the embodiments shown in the drawings.

[実施形態1]
実施形態1は、本発明の鉄鋼部材の接合方法を説明するための実施形態である。
[Embodiment 1]
Embodiment 1 is an embodiment for explaining a method for joining steel members of the present invention.

図1は、実施形態1に係る鉄鋼部材の接合方法を説明するために示すフローチャートである。図2は、実施形態1に係る鉄鋼部材の接合方法を説明するために図である。図2中、横軸は時間を示し、縦軸は温度を示す。   FIG. 1 is a flowchart shown for explaining a method for joining steel members according to the first embodiment. FIG. 2 is a view for explaining the method of joining steel members according to the first embodiment. In FIG. 2, the horizontal axis indicates time, and the vertical axis indicates temperature.

図3は、実施形態1に係る鉄鋼部材の接合方法を説明するために示す図である。図3(a1)は鉄鋼部材準備工程S110を説明するために示す図であり、図3(b1)は接合体形成工程S120を説明するために示す図であり、図3(c1)は金属組織均一化工程S130を説明するために示す図であり、図3(d1)及び図3(e1)は接合体静置工程S140を説明するために示す図であり、図3(a2)〜図3(e2)は図3(a1)〜図3(e1)における領域Rの部分拡大図である。   FIG. 3 is a view for explaining the method for joining steel members according to the first embodiment. FIG. 3 (a1) is a view for explaining the steel member preparation step S110, FIG. 3 (b1) is a view for explaining the joined body forming step S120, and FIG. 3 (c1) is a metallographic structure. FIGS. 3 (d1) and 3 (e1) are diagrams for explaining the bonded body stationary step S140, and FIGS. 3 (a2) to 3 (a) to 3 (c). (E2) is the elements on larger scale of the area | region R in FIG.3 (a1)-FIG.3 (e1).

なお、Cr含有不動態層は、通常の断面電子顕微鏡において視認できるものではないが、理解を容易にするために、図3(b2)及び図3(c2)においてはCr含有不動態層142を網掛化して示すこととする。   The Cr-containing passive layer is not visible with a normal cross-sectional electron microscope, but in order to facilitate understanding, the Cr-containing passive layer 142 is not shown in FIGS. 3 (b2) and 3 (c2). It will be shown shaded.

実施形態1に係る鉄鋼部材の接合方法は、図1に示すように、鉄鋼部材準備工程S110と、接合体形成工程S120と、金属組織均一化工程S130と、接合体静置工程S140とをこの順序で含む。   As shown in FIG. 1, the method for joining steel members according to Embodiment 1 includes a steel member preparation step S110, a joined body forming step S120, a metal structure homogenizing step S130, and a joined body stationary step S140. Include in order.

1.鉄鋼部材準備工程
鉄鋼部材準備工程S110は、Crを含有する2つの鉄鋼部材110,120を準備する工程である(図3(a)参照。)。
1. Steel Member Preparation Step Steel member preparation step S110 is a step of preparing two steel members 110 and 120 containing Cr (see FIG. 3A).

鉄鋼部材110,120としては、SUS420J2系のステンレス鋼(例えばHPM38)を用いている。鉄鋼部材110,120の形状は、それぞれ円柱形状(20mmφ×20mmL)である。2つの鉄鋼部材110,120における接合予定面112,122は、平面であり、接合予定面112,122の算術平均粗さRaは、例えば0.1μmである。   As the steel members 110 and 120, SUS420J2-based stainless steel (for example, HPM38) is used. The shapes of the steel members 110 and 120 are each cylindrical (20 mmφ × 20 mmL). The planned joining surfaces 112 and 122 of the two steel members 110 and 120 are flat surfaces, and the arithmetic average roughness Ra of the scheduled joining surfaces 112 and 122 is, for example, 0.1 μm.

2.接合体形成工程
接合体形成工程S120は、2つの鉄鋼部材110,120における接合予定面112,122を突き合わせた状態で、2つの鉄鋼部材110,120を所定の圧力条件で押圧しながら、2つの鉄鋼部材110,120を接合可能な第1温度T(例えば、850℃〜1150℃(図2においては1070℃))に加熱することにより、2つの鉄鋼部材110,120を互いに接合して接合体100を形成する工程である(図3(b1)参照。)。
2. Bonded body forming step In the bonded body forming step S120, the two steel members 110, 120 are pressed against each other under a predetermined pressure condition in a state where the planned joining surfaces 112, 122 of the two steel members 110, 120 are in contact with each other. By heating the steel members 110 and 120 to a first temperature T 1 that can be joined (for example, 850 ° C. to 1150 ° C. (1070 ° C. in FIG. 2)), the two steel members 110 and 120 are joined to each other and joined. This is a step of forming the body 100 (see FIG. 3B1).

接合体形成工程S120においては、複数の接合対象部材にパルス電流を流して当該複数の接合対象部材を接合するパルス通電接合装置(例えば、特許第3548509号公報参照。)を用いて接合体100の形成を行う。2つの鉄鋼部材110,120の押圧は、油圧を用いて例えば10MPaの圧力条件で行う。2つの鉄鋼部材110,120の加熱は、2つの鉄鋼部材110,120にパルス通電することにより行う。第1温度Tにおける保持時間(第1熱処理時間t)は30分間とする(図2参照。)。接合体形成工程S120実施後には、接合体100を室温まで徐冷する。In the joined body forming step S120, a pulsed current joining apparatus (for example, see Japanese Patent No. 3548509) that applies a pulse current to a plurality of joining target members to join the plurality of joining target members. Form. The pressing of the two steel members 110 and 120 is performed under a pressure condition of 10 MPa, for example, using hydraulic pressure. The two steel members 110 and 120 are heated by applying a pulse current to the two steel members 110 and 120. The holding time (first heat treatment time t 1 ) at the first temperature T 1 is 30 minutes (see FIG. 2). After the joined body forming step S120, the joined body 100 is gradually cooled to room temperature.

3.金属組織均一化工程
金属組織均一化工程S130は、接合体100を、接合体100の組織をより均一にすることが可能な第2温度T(例えば、850℃〜1150℃(図2においては1040℃))に加熱する工程である(図3(c1)参照。)。
3. Metal structure homogenization metal structure homogenizing step S130 is a conjugate 100, conjugate 100 of the tissue more evenly to the second temperature can be T 2 (e.g., 850 ° C. to 1150 ° C. (in FIG. 2 1040 ° C.)) (see FIG. 3C1).

金属組織均一化工程S130においては、真空炉を用いて接合体100の加熱を行う。第2温度Tにおける保持時間(第2熱処理時間t)は1時間(図2参照。)である。金属組織均一化工程S130実施後には、接合体100をMs点まで急冷し、その後接合体100を徐冷する。In the metal structure homogenization step S130, the bonded body 100 is heated using a vacuum furnace. The holding time (second heat treatment time t 2 ) at the second temperature T 2 is 1 hour (see FIG. 2). After the metal structure homogenization step S130, the joined body 100 is rapidly cooled to the Ms point, and then the joined body 100 is gradually cooled.

4.接合体静置工程
接合体静置工程S140は、520℃以上かつ鉄鋼部材110,120におけるA変態点(約820℃)未満の温度範囲で、接合体100を30分以上静置する工程である。
4). Conjugate standing step assembly stand step S140 is carried out at a temperature range of less than the A 1 transformation point (about 820 ° C.) at 520 ° C. or higher and steel members 110 and 120, the assembly 100 in the step of stand 30 minutes or more is there.

接合体静置工程S140においては、真空炉を用いて接合体100の加熱を行う。接合体100を静置するときの温度Tは、例えば650℃を目安とし、静置時間tは2時間とする(図2参照。)。接合体静置工程S140実施後には、不活性ガス雰囲気下(例えば、Nガス雰囲気下。)で接合体100を冷却する。In the bonded body stationary step S140, the bonded body 100 is heated using a vacuum furnace. The temperature T 3 when the joined body 100 is allowed to stand is, for example, 650 ° C. as a guide, and the standing time t 3 is 2 hours (see FIG. 2). After performing the bonded body stationary step S140, the bonded body 100 is cooled in an inert gas atmosphere (for example, in an N 2 gas atmosphere).

なお、上記した各工程において、接合体の温度を測定する際には、熱電対又は放射温度計を用いて、接合体の最外周部の温度を測定している。   In each process described above, when measuring the temperature of the joined body, the temperature of the outermost peripheral portion of the joined body is measured using a thermocouple or a radiation thermometer.

以上のような工程を含む実施形態1に係る鉄鋼部材の接合方法によれば、接合体形成工程S120により形成した接合体100を、520℃以上かつ鉄鋼部材110,120におけるA変態点未満の温度範囲で30分以上静置することとしているため、接合面140に存在するCr含有不動態層142や空隙144の多くが母相の鉄鋼材料中に溶け込み(図3(c2)及び図3(d2)参照。)、最終的には接合面140に存在するCr含有不動態層142や空隙144の多くを消散させることが可能となる(図3(e2)参照。)。その結果、接合体100の接合力を、用途によっては十分に高くすることが可能となる。According to the joining method of the steel members according to the first embodiment including the above steps, the bonded body 100 was formed by the bonding body forming step S120, it is less than the A 1 transformation point at 520 ° C. or higher and steel members 110 and 120 Since it is supposed that it is allowed to stand for 30 minutes or more in the temperature range, most of the Cr-containing passive layer 142 and voids 144 existing on the joint surface 140 are dissolved in the steel material of the parent phase (FIG. 3 (c2) and FIG. 3 ( d2).) Finally, it is possible to dissipate most of the Cr-containing passive layer 142 and the voids 144 present on the bonding surface 140 (see FIG. 3 (e2)). As a result, the joining force of the joined body 100 can be made sufficiently high depending on the application.

したがって、実施形態1に係る鉄鋼部材の接合方法は、Crを含有する2つの鉄鋼部材を互いに接合して接合体を製造する場合にも十分に高い接合力を得ることが可能な鉄鋼部材の接合方法となる。   Therefore, the method for joining steel members according to the first embodiment is a method for joining steel members that can obtain a sufficiently high joining force even when two steel members containing Cr are joined together to produce a joined body. Become a method.

また、実施形態1に係る鉄鋼部材の接合方法は、接合体形成工程S120により形成した接合体100における接合力を、このような比較的低い温度範囲で30分以上静置することにより高くすることとしているため、接合力の強化された接合体100を比較的急速に冷却することが可能となり、生産性の高い鉄鋼部材の接合方法となる。   Moreover, the joining method of the steel member which concerns on Embodiment 1 makes the joining force in the joined body 100 formed by joined body formation process S120 high by leaving still for 30 minutes or more in such a comparatively low temperature range. Therefore, it becomes possible to cool the joined body 100 having a strengthened joining force relatively rapidly, and it becomes a highly productive joining method for steel members.

また、実施形態1に係る鉄鋼部材の接合方法においては、鉄鋼部材110,120はステンレス鋼からなる鉄鋼部材である。このため、後述する試験例からも明らかなように、接合体静置工程S140を行うことによって接合面140に存在するCr含有不動態層142や空隙144の多くを消散させることが可能となるため、接合体100の接合力を十分に高くすることが可能となる。   Moreover, in the joining method of the steel member which concerns on Embodiment 1, the steel members 110 and 120 are steel members which consist of stainless steel. For this reason, since it becomes clear also from the test example mentioned later, since it becomes possible to dissipate many of the Cr containing passive layer 142 and the space | gap 144 which exist in the joint surface 140 by performing joined body stationary process S140. In addition, the bonding force of the bonded body 100 can be sufficiently increased.

実施形態1に係る鉄鋼部材の接合方法においては、接合体静置工程S140を行った後、不活性ガス雰囲気下で接合体100を冷却することとしているため、冷却過程で接合体100の表面が酸化して品質が劣化するのを抑制することが可能となる。   In the method for joining steel members according to Embodiment 1, since the joined body 100 is cooled in an inert gas atmosphere after performing the joined body stationary step S140, the surface of the joined body 100 is cooled during the cooling process. It is possible to suppress the deterioration of quality due to oxidation.

実施形態1に係る鉄鋼部材の接合方法においては、第1温度Tは、850℃〜1150℃の範囲内にあるため、所定の圧力条件で押圧しながら2つの鉄鋼部材110,120を接合して接合体100を形成することが可能となる。In the method of bonding steel members according to the first embodiment, the first temperature T 1 of, since in the range of 850 ° C. to 1150 ° C., joining two steel members 110 and 120 while being pressed at a predetermined pressure condition Thus, the joined body 100 can be formed.

実施形態1に係る鉄鋼部材の接合方法においては、接合体形成工程S120と接合体静置工程S140との間に金属組織均一化工程S130を行うこととしているため、接合体形成工程S120を経て不均一な状態となっている金属組織をより均一にすることが可能となり、さらに均質性の高い接合体100を形成することが可能となる。   In the method for joining steel members according to the first embodiment, the metal structure homogenizing step S130 is performed between the joined body forming step S120 and the joined body stationary step S140. It becomes possible to make the metal structure in a uniform state more uniform, and to form a bonded body 100 with higher homogeneity.

実施形態1に係る鉄鋼部材の接合方法においては、第2温度Tは、850℃〜1150℃の範囲内にあるため、接合体形成工程S120を経て不均一な状態となっている金属組織をさらに均一にすることが可能となる。In the method of bonding steel members according to the first embodiment, the second temperature T 2, because in the range of 850 ° C. to 1150 ° C., the metal structure via a bonded body forming step S120 has a non-uniform state Furthermore, it becomes possible to make it uniform.

実施形態1に係る鉄鋼部材の接合方法においては、金属組織均一化工程S130を行った後、接合体100をMs点まで急冷し、その後接合体100を徐冷することとしているため、焼入れ効果により、接合体100の硬度を高くすることで、機械的強度が高く高品質の接合体を形成することが可能となる。   In the method for joining steel members according to the first embodiment, after the metal structure homogenization step S130 is performed, the joined body 100 is rapidly cooled to the Ms point, and then the joined body 100 is gradually cooled. By increasing the hardness of the bonded body 100, it is possible to form a bonded body with high mechanical strength and high quality.

実施形態1に係る鉄鋼部材の接合方法においては、2つの鉄鋼部材110,120における接合予定面112,122は、平面であるため、接合予定面112,122を高精度に加工することで2つの鉄鋼部材110,120を突き当てたときの鉄鋼部材間の密着度を高めて、十分に高い接合力を得ることが可能となる。   In the method for joining steel members according to the first embodiment, the joining planned surfaces 112 and 122 of the two steel members 110 and 120 are flat surfaces. It becomes possible to obtain a sufficiently high joining force by increasing the degree of adhesion between the steel members when the steel members 110 and 120 are abutted against each other.

実施形態1に係る鉄鋼部材の接合方法においては、接合予定面112,122における算術平均粗さRaは、0.2μm以下であるため、2つの鉄鋼部材110,120における接合予定面同士の間隔が平均で0.4μm以下となる状態で接合体形成工程S120を行うこととなり、また、2つの鉄鋼部材110,120における接合予定面同士の間隔が平均で0.4μm以下となる状態で形成された接合体100(言い換えると、接合面140に残存することのある空隙が極めて小さい接合体。)に対して接合力強化工程S120を行うこととなることから、十分に高い接合力を得ることが可能となる。   In the method for joining steel members according to the first embodiment, the arithmetic average roughness Ra of the joining planned surfaces 112 and 122 is 0.2 μm or less, and therefore the interval between the joining scheduled surfaces of the two steel members 110 and 120 is the same. The joined body forming step S120 is performed in an average state of 0.4 μm or less, and the two steel members 110 and 120 are formed in a state in which the interval between the planned joining surfaces is 0.4 μm or less on average. Since the bonding force strengthening step S120 is performed on the bonded body 100 (in other words, a bonded body having a very small gap that may remain on the bonded surface 140), a sufficiently high bonding force can be obtained. It becomes.

実施形態1に係る鉄鋼部材の接合方法においては、接合体形成工程S120及び接合体静置工程S140を、真空中において行うこととしているため、各熱処理工程における酸素等の活性ガスの存在に起因して発生する悪影響を抑制することが可能となる。   In the method for joining steel members according to the first embodiment, the joined body forming step S120 and the joined body stationary step S140 are performed in a vacuum, which is caused by the presence of an active gas such as oxygen in each heat treatment step. It is possible to suppress the adverse effects that occur.

[試験例]
実施形態1に係る鉄鋼部材の接合方法の効果を確認するために試験を行った。試験は、実施形態1に係る鉄鋼部材の接合方法によって得られる接合体A1〜A5と、実施形態1の比較例に係る鉄鋼部材の接合方法によって得られる接合体B1〜B5について、各接合体の接合状態の評価を行うとともに、各接合体について破断試験による評価を行った。
[Test example]
A test was conducted to confirm the effect of the steel member joining method according to the first embodiment. The test is performed on each of the joined bodies A1 to A5 obtained by the steel member joining method according to the first embodiment and the joined bodies B1 to B5 obtained by the steel member joining method according to the comparative example of the first embodiment. While evaluating the joining state, each joined body was evaluated by a fracture test.

実施形態1の比較例に係る鉄鋼部材の接合方法は、基本的には実施形態1に係る鉄鋼部材の接合方法と同様の工程を含むが、接合体静置工程を行わない点で、実施形態1に係る鉄鋼部材の接合方法とは異なる。   The method for joining steel members according to the comparative example of the first embodiment basically includes the same steps as the method for joining steel members according to the first embodiment, but the embodiment is that the joined body stationary step is not performed. 1 is different from the method for joining steel members according to No. 1.

すなわち、比較例に係る鉄鋼部材の接合方法は、鉄鋼部材準備工程と、接合体形成工程と、金属組織均一化工程とをこの順序で含む。なお、これら各工程の内容は、実施形態1で説明したものと同様であるため、詳細な説明は省略する。   That is, the method for joining steel members according to the comparative example includes a steel member preparation step, a joined body forming step, and a metal structure homogenizing step in this order. Since the contents of these steps are the same as those described in the first embodiment, detailed description thereof is omitted.

図4は、試験手順を説明するために示す図である。図4(a)は接合前の2つの鉄鋼部材10,20を示す斜視図であり、図4(b)は接合後の接合体A1を示す斜視図であり、図4(c)は接合体A1を4分割した状態を示す斜視図であり、図4(d)は試験片a1を示す斜視図であり、図4(e)は試験片a1を万力Vで固定した状態を示す図である。   FIG. 4 is a diagram for explaining the test procedure. 4 (a) is a perspective view showing two steel members 10 and 20 before joining, FIG. 4 (b) is a perspective view showing joined body A1 after joining, and FIG. 4 (c) is a joined body. FIG. 4 (d) is a perspective view showing a test piece a1 and FIG. 4 (e) is a view showing a state in which the test piece a1 is fixed with a vise V. FIG. is there.

接合体A1の場合を例に試験手順を説明すると、まず、2つの鉄鋼部材10,20を準備した(図4(a)参照。)。各鉄鋼部材10,20の大きさは、50mm×50mm×10mm厚である。次に、2つの鉄鋼部材10,20を接合して接合体A1を形成した(図4(b)参照。)。接合体A1〜A5の場合には、接合体形成工程、金属組織均一化工程及び接合体静置工程を行い、接合体B1〜B5の場合には、接合体形成工程及び金属組織均一化工程を行った。   The test procedure will be described taking the case of the joined body A1 as an example. First, two steel members 10 and 20 were prepared (see FIG. 4A). The size of each steel member 10 and 20 is 50 mm x 50 mm x 10 mm thickness. Next, two steel members 10 and 20 were joined to form a joined body A1 (see FIG. 4B). In the case of joined bodies A1 to A5, a joined body forming process, a metal structure homogenizing process, and a joined body stationary process are performed. In the case of joined bodies B1 to B5, a joined body forming process and a metal structure homogenizing process are performed. went.

次に、接合体A1を4分割して4つのブロック片30〜36を作成した(図4(c)参照。)。4つのブロック片30〜36のうち1つのブロック片(例えばブロック片30)を、接合体の接合状態を評価するために用い、他のブロック片(例えばブロック片32)を、破断試験を行うために用いた。   Next, the joined body A1 was divided into four to create four block pieces 30 to 36 (see FIG. 4C). One of the four block pieces 30 to 36 (for example, the block piece 30) is used for evaluating the joined state of the joined body, and the other block piece (for example, the block piece 32) is used for performing a break test. Used for.

接合体の接合状態を評価するにあたり、ブロック片30における接合部分及びその周辺部を研磨及びエッチングした後、SEM(走査型電子顕微鏡)を用いて接合部分を観察した。   In evaluating the bonded state of the bonded body, the bonded portion and its peripheral portion of the block piece 30 were polished and etched, and then the bonded portion was observed using an SEM (scanning electron microscope).

破断試験を行うにあたり、図4(d)に示すように、ブロック片32から試験片a1を作成し、図4(e)に示すように、試験片a1を万力Vで固定した後、試験片a1に対してハンマーで所定の打撃を加えて、試験片a1の破断状態等を観察した。試験片a1の大きさは、10mm×20mm×2mm厚である。   In performing the rupture test, a test piece a1 is prepared from the block piece 32 as shown in FIG. 4D, and the test piece a1 is fixed with a vise V as shown in FIG. A predetermined impact was applied to the piece a1 with a hammer, and the fracture state and the like of the test piece a1 were observed. The size of the test piece a1 is 10 mm × 20 mm × 2 mm thick.

このような試験手順に沿って、接合体A1〜A5(接合体静置工程を行ったもの)と接合体B1〜B5(接合体静置工程を行わないもの)のそれぞれの接合状態の評価及び破断試験による評価を行い、それらの評価結果に基づいて各接合体の総合的な評価を行った。   In accordance with such a test procedure, the evaluation of the bonding state of each of the bonded bodies A1 to A5 (the one that performed the bonded body stationary step) and the bonded bodies B1 to B5 (the one that does not perform the bonded body stationary step) and Evaluation by a break test was performed, and comprehensive evaluation of each joined body was performed based on the evaluation results.

なお、接合体A1〜A5,B1〜B5は、接合体を構成する2つの鉄鋼部材の種類がそれぞれ異なる。すなわち、接合体A1,B1は、2つの鉄鋼部材としてHPM38(日立金属社製)を用いており、接合体A2,B2は、2つの鉄鋼部材としてS−STAR(大同特殊鋼社製)を用いており、接合体A3,B3は、2つの鉄鋼部材としてSTAVAX(ウッデホルム社製)を用いており、接合体A4,B4は、2つの鉄鋼部材としてELMAX(ウッデホルム社製)を用いており、接合体A5,B5は、2つの鉄鋼部材としてSKD61を用いている。
HPM38、S−STAR及びSTAVAXは、SUS420J2系のステンレス鋼である。ELMAXは、SUS440C系のステンレス鋼である。SKD61は、熱間金型用鋼である。
Note that the joined bodies A1 to A5 and B1 to B5 are different from each other in the types of two steel members constituting the joined body. That is, the joined bodies A1 and B1 use HPM38 (manufactured by Hitachi Metals) as two steel members, and the joined bodies A2 and B2 use S-STAR (manufactured by Daido Steel) as two steel members. The joined bodies A3 and B3 use STAVAX (manufactured by Woodeholm) as two steel members, and the joined bodies A4 and B4 use ELMAX (manufactured by Woodeholm) as two steel members. The bodies A5 and B5 use SKD61 as two steel members.
HPM38, S-STAR and STAVAX are SUS420J2 stainless steel. ELMAX is a SUS440C stainless steel. SKD61 is a steel for hot die.

図5〜図9は、各接合体における接合部分の断面電子顕微鏡写真である。図5(a)は接合体A1における接合部分の断面電子顕微鏡写真であり、図5(b)は接合体B1における接合部分の断面電子顕微鏡写真であり、図6(a)は接合体A2における接合部分の断面電子顕微鏡写真であり、図6(b)は接合体B2における接合部分の断面電子顕微鏡写真であり、図7(a)は接合体A3における接合部分の断面電子顕微鏡写真であり、図7(b)は接合体B3における接合部分の断面電子顕微鏡写真であり、図8(a)は接合体A4における接合部分の断面電子顕微鏡写真であり、図8(b)は接合体B4における接合部分の断面電子顕微鏡写真であり、図9(a)は接合体A5における接合部分の断面電子顕微鏡写真であり、図9(b)は接合体B5における接合部分の断面電子顕微鏡写真である。   5 to 9 are cross-sectional electron micrographs of the bonded portion in each bonded body. FIG. 5A is a cross-sectional electron micrograph of the joined portion in the joined body A1, FIG. 5B is a cross-sectional electron micrograph of the joined portion in the joined body B1, and FIG. 6A is the joined body A2. Fig. 6 (b) is a cross-sectional electron micrograph of the bonded portion in the bonded body B2, Fig. 7 (a) is a cross-sectional electron micrograph of the bonded portion in the bonded body A3, FIG. 7B is a cross-sectional electron micrograph of the bonded portion in the bonded body B3, FIG. 8A is a cross-sectional electron micrograph of the bonded portion in the bonded body A4, and FIG. 8B is the bonded body B4. FIG. 9A is a cross-sectional electron micrograph of the bonded portion, FIG. 9A is a cross-sectional electron micrograph of the bonded portion in the bonded body A5, and FIG. 9B is a cross-sectional electron micrograph of the bonded portion in the bonded body B5.

図10は、破断試験を行った後の試験片の写真である。図10(a)は試験片が母材破断した状態を示す写真であり、図10(b)は試験片が母材破断せずに接合面近傍で破断した状態を示す写真である。なお、図10(a)及び図10(b)中に示す符号Pの位置に接合面が存在している。   FIG. 10 is a photograph of the test piece after the break test. FIG. 10A is a photograph showing a state in which the test piece is broken in the base material, and FIG. 10B is a photograph showing a state in which the test piece is broken in the vicinity of the joint surface without breaking the base material. In addition, the joint surface exists in the position of the code | symbol P shown in Fig.10 (a) and FIG.10 (b).

表1は、各接合体についての試験結果を示す表である。
なお、表1中の接合状態の評価の欄において、「◎」は接合面が全く確認できない場合を表し、「○」は接合面がほとんど確認できない場合を表し、「△」は接合面が視認可能である場合を表し、「×」は接合面がはっきりと視認可能である場合を表している。また、表1中の破断試験による評価の欄において、「○」は母材破断を起こした場合を表し、「△」は接合面で破断したが破断するには比較的強い力が必要であった場合を表し、「×」は比較的弱い力でも接合面で破断した場合を表している。また、表1中の総合評価の欄は、接合状態の評価及び破断試験による評価に基づいた総合的な評価であって、「◎」はかなり優れた接合体であることを表し、「○」は優れた接合体であることを表し、「×」は悪い接合体であることを表している。
Table 1 is a table | surface which shows the test result about each joined body.
In addition, in the column for evaluation of the bonding state in Table 1, “◎” indicates that the bonding surface cannot be confirmed at all, “◯” indicates that the bonding surface is hardly confirmed, and “Δ” indicates that the bonding surface is visually recognized. The case where it is possible is represented, and “x” represents the case where the joint surface is clearly visible. Also, in the column of evaluation by break test in Table 1, “○” represents the case where the base material breaks, and “△” represents breakage at the joint surface, but relatively strong force is required for breakage. “×” represents a case where the joint surface is broken even with a relatively weak force. In addition, the column of comprehensive evaluation in Table 1 is a comprehensive evaluation based on the evaluation of the bonding state and the evaluation by the fracture test, and “◎” represents a considerably excellent bonded body, “○” Represents an excellent bonded body, and “x” represents a bad bonded body.

Figure 0004590014
Figure 0004590014

接合体の接合状態について、図5〜図9及び表1からも明らかなように、比較例に係る鉄鋼部材の接合方法によって接合された接合体B1〜B5(接合体静置工程を行わないもの)においては、接合面に空隙が存在しているのに対し、実施形態1に係る鉄鋼部材の接合方法によって接合された接合体A1〜A5(接合体静置工程を行ったもの)においては、接合面に空隙の存在をほとんど確認することができなかった。特に接合体A1,A2,A3に至っては、接合面に空隙の存在を全く確認することができなかった。これより、実施形態1に係る鉄鋼部材の接合方法によって接合された接合体A1〜A5(接合体静置工程を行ったもの)においては、接合面に存在する空隙が消散していることが確認できた。   As is apparent from FIGS. 5 to 9 and Table 1, the joined state of the joined bodies B1 to B5 joined by the steel member joining method according to the comparative example (without performing the joined body stationary step) ), In the joined bodies A1 to A5 joined by the joining method of steel members according to Embodiment 1 (those subjected to the joined body stationary step), there are voids on the joined surfaces. The presence of voids on the joint surface could hardly be confirmed. In particular, in the joined bodies A1, A2 and A3, it was impossible to confirm the presence of voids on the joined surfaces. From this, in the joined bodies A1 to A5 joined by the steel member joining method according to the first embodiment (the one subjected to the joined body stationary step), it is confirmed that voids existing on the joined surface are dissipated. did it.

破断試験結果について、表1からも明らかなように、比較例に係る鉄鋼部材の接合方法によって接合された接合体B1〜B5(接合体静置工程を行わないもの)は、すべて接合面で破断したのに対し、実施形態1に係る鉄鋼部材の接合方法によって接合された接合体A1〜A5(接合体静置工程を行ったもの)のうち接合体A1〜A3は、母材破断を起こした。また、接合体A4,A5は、母材破断を起こすまでには至らないが、接合体B1〜B5の場合に比べてかなり強い力を加えなければ接合面で破断しなかった。これより、比較例に係る鉄鋼部材の接合方法によって接合された接合体B1〜B5(接合体静置工程を行わないもの)に比べて、実施形態1に係る鉄鋼部材の接合方法によって接合された接合体A1〜A5(接合体静置工程を行ったもの)の方が接合強度が高いことがわかった。特に、接合体A1,A2,A3に至っては、母材破断を起こすほど高い接合強度を備えていることが分かった。   As is apparent from Table 1 regarding the fracture test results, all of the joined bodies B1 to B5 joined by the steel member joining method according to the comparative example (without performing the joined body stationary step) are fractured at the joined surfaces. In contrast, of the joined bodies A1 to A5 joined by the steel member joining method according to the first embodiment (the joined body stationary step was performed), the joined bodies A1 to A3 caused the base material fracture. . In addition, the joined bodies A4 and A5 did not reach the base material breakage, but did not break at the joined surface unless a considerably strong force was applied compared to the joined bodies B1 to B5. From this, it joined by the joining method of the steel member which concerns on Embodiment 1 compared with joined body B1-B5 (thing which does not perform a joined body stationary process) joined by the joining method of the steel member which concerns on a comparative example. It was found that the bonded bodies A1 to A5 (those subjected to the bonded body stationary step) had higher bonding strength. In particular, it has been found that the joined bodies A1, A2, and A3 have such a high joining strength that the base material breaks.

これらの評価に基づいて各接合体を総合的に評価すると、表1に示すように、比較例に係る鉄鋼部材の接合方法によって接合された接合体B1〜B5(接合体静置工程を行わないもの)は、接合力が低いのに対し、実施形態1に係る鉄鋼部材の接合方法によって接合された接合体A1〜A5(接合体静置工程を行ったもの)は比較的高い接合力を備えている。特に接合体A1,A2,A3については、接合面を確認することができず、かつ、母材破断を起こすほどの高い接合強度を備えていることから、接合品質の観点からしても、また接合力の観点からしても非常に優れた接合体であることがわかる。   If each joined body is evaluated comprehensively based on these evaluations, as shown in Table 1, joined bodies B1 to B5 joined by the steel member joining method according to the comparative example (the joined body stationary step is not performed). Are low in joining force, whereas joined bodies A1 to A5 joined by the steel member joining method according to Embodiment 1 (the one subjected to the joined body stationary step) have a relatively high joining force. ing. In particular, for the joined bodies A1, A2, and A3, since the joining surface cannot be confirmed and the joining strength is high enough to cause the base material to break, from the viewpoint of joining quality, From the viewpoint of the bonding force, it can be seen that the bonded body is very excellent.

以上、本試験例における試験によって、実施形態1に係る鉄鋼部材の接合方法が有する効果(Crを含有する2つの鉄鋼部材を互いに接合して接合体を製造する場合にも十分に高い接合力を得ることが可能となるという効果。)を確認することができた。   As described above, the effect of the method for joining steel members according to the first embodiment by the test in this test example (a sufficiently high joining force can be obtained even when two steel members containing Cr are joined together to produce a joined body. The effect that it becomes possible to obtain.) Was able to be confirmed.

[実施形態2]
実施形態2は、本発明の鉄鋼部材の接合方法を説明するための実施形態である。
[Embodiment 2]
Embodiment 2 is an embodiment for explaining a method for joining steel members of the present invention.

図11は、実施形態2に係る鉄鋼部材の接合方法を説明するために図である。図11中、横軸は時間を示し、縦軸は温度を示す。   FIG. 11 is a diagram for explaining a method of joining steel members according to the second embodiment. In FIG. 11, the horizontal axis indicates time, and the vertical axis indicates temperature.

実施形態2に係る鉄鋼部材の接合方法は、基本的には実施形態1に係る鉄鋼部材の接合方法と同様の工程を含むが、接合体静置工程を行う回数が、実施形態1に係る鉄鋼部材の接合方法とは異なる。   The method for joining steel members according to the second embodiment basically includes the same steps as the method for joining steel members according to the first embodiment, but the number of times that the joined body stationary step is performed is the steel according to the first embodiment. It is different from the joining method of members.

すなわち、実施形態2に係る鉄鋼部材の接合方法は、鉄鋼部材準備工程S210と、接合体形成工程S220と、金属組織均一化工程S230と、接合体静置工程S240とをこの順序で含むとともに、接合体静置工程S240を2回行うこととしている。   That is, the method for joining steel members according to the second embodiment includes a steel member preparation step S210, a joined body forming step S220, a metal structure homogenizing step S230, and a joined body stationary step S240 in this order. The bonded body stationary step S240 is performed twice.

なお、実施形態2に係る鉄鋼部材の接合方法における鉄鋼部材準備工程S210、接合体形成工程S220及び金属組織均一化工程S230については、実施形態1で説明した工程と同様であるため、詳細な説明は省略する。   Note that the steel member preparation step S210, the joined body forming step S220, and the metallographic structure homogenizing step S230 in the method for joining steel members according to the second embodiment are the same as the steps described in the first embodiment, and thus detailed description thereof. Is omitted.

接合体静置工程S240は、実施形態1で説明した接合体静置工程S140と同様に、520℃以上かつ鉄鋼部材におけるA変態点未満の温度範囲で、接合体を30分以上静置する工程である。Conjugate standing step S240, similar to the assembly stand step S140 described in Embodiment 1, at a temperature range of less than the A 1 transformation point at 520 ° C. or higher and the steel member, to stand the assembly for 30 minutes or more It is a process.

接合体静置工程S240においては、真空炉を用いて接合体の加熱を行う。接合体を静置するときの温度Tは、例えば650℃を目安とし、静置時間tはそれぞれ2時間とする(図11参照。)。接合体静置工程S240実施後には、不活性ガス雰囲気下(例えば、Nガス雰囲気下。)で接合体を冷却する。In the joined body stationary step S240, the joined body is heated using a vacuum furnace. The temperature T 3 at the time of standing conjugate, for example, a guideline 650 ° C., standing between t 3 is respectively 2 hours (see Figure 11.). After performing the bonded body stationary step S240, the bonded body is cooled in an inert gas atmosphere (for example, in an N 2 gas atmosphere).

このように、実施形態2に係る鉄鋼部材の接合方法は、実施形態1に係る鉄鋼部材の接合方法とは、接合体静置工程を行う回数が異なるが、実施形態1に係る鉄鋼部材の接合方法の場合と同様に、接合体形成工程S220により形成した接合体を、520℃以上かつ鉄鋼部材におけるA変態点未満の温度範囲で30分以上静置することとしているため、接合体の接合力を、用途によっては十分に高くすることが可能となる。Thus, although the joining method of the steel member which concerns on Embodiment 2 differs from the joining method of the steel member which concerns on Embodiment 1 in the frequency | count of performing a joined body stationary process, joining of the steel member which concerns on Embodiment 1 as with the method, the bonded body formed by bonding body forming step S220, since you are allowed to stand for 30 minutes or more in a temperature range of less than the a 1 transformation point at 520 ° C. or higher and the steel member, bonding conjugate The force can be made sufficiently high depending on the application.

したがって、実施形態2に係る鉄鋼部材の接合方法は、Crを含有する2つの鉄鋼部材を互いに接合して接合体を製造する場合にも十分に高い接合力を得ることが可能な鉄鋼部材の接合方法となる。   Therefore, the method for joining steel members according to the second embodiment is a method for joining steel members that can obtain a sufficiently high joining force even when two steel members containing Cr are joined together to produce a joined body. Become a method.

実施形態2に係る鉄鋼部材の接合方法においては、金属組織均一化工程S230を行った後、接合体静置工程S240を2回行うこととしているため、より高い接合力を得ることが可能となる。   In the method for joining steel members according to the second embodiment, after the metal structure homogenization step S230 is performed, the joined body stationary step S240 is performed twice, so that a higher joining force can be obtained. .

実施形態2に係る鉄鋼部材の接合方法は、接合体静置工程を行う回数が異なる点以外の点では、実施形態1に係る鉄鋼部材の接合方法と同様の工程を含むため、実施形態1に係る鉄鋼部材の接合方法が有する効果のうち該当する効果をそのまま有する。   The method for joining steel members according to Embodiment 2 includes the same steps as the method for joining steel members according to Embodiment 1 except that the number of times of performing the joined body stationary step is different. It has the effect applicable as it is among the effects which the joining method of the steel member which concerns has.

[実施形態3]
実施形態3は、本発明の鉄鋼部材の接合方法及び当該方法によって製造される鉄鋼製品を説明するために示す実施形態である。実施形態3においては、鉄鋼製品として、樹脂成形用金型(実施形態3に係る樹脂成形用金型)を例にとって説明する。
[Embodiment 3]
Embodiment 3 is an embodiment shown for explaining a method for joining steel members of the present invention and a steel product manufactured by the method. In the third embodiment, a resin molding die (resin molding die according to the third embodiment) will be described as an example of steel products.

図12は、実施形態3に係る鉄鋼部材の接合方法を説明するために示す図である。図12(a)は鉄鋼部材準備工程S310を説明するために示す図であり、図12(b)は接合体形成工程S320を説明するために示す図であり、図12(c)は金属組織均一化工程S330を説明するために示す図であり、図12(d)は接合体静置工程S340を説明するために示す図であり、図12(e)は切削工程S350を説明するために示す図である。   FIG. 12 is a view for explaining the method for joining steel members according to the third embodiment. FIG. 12 (a) is a view for explaining the steel member preparation step S310, FIG. 12 (b) is a view for explaining the joined body forming step S320, and FIG. 12 (c) is a metallographic structure. It is a figure shown in order to demonstrate the equalization process S330, FIG.12 (d) is a figure shown in order to demonstrate joining body stationary process S340, FIG.12 (e) is in order to demonstrate cutting process S350. FIG.

実施形態3に係る鉄鋼部材の接合方法は、基本的には実施形態1に係る鉄鋼部材の接合方法と同様の方法を含むが、接合対象が実施形態1に係る鉄鋼部材の接合方法とは異なる。また、実施形態3に係る鉄鋼部材の接合方法は、接合体静置工程を行った後に、接合体に切削加工を施す切削工程を行う点と、切削工程を行った後に、接合体の表面硬度を高くする表面処理工程を行う点で、実施形態1に係る鉄鋼部材の接合方法とは異なる。   The method for joining steel members according to the third embodiment basically includes the same method as the method for joining steel members according to the first embodiment, but the joining target is different from the method for joining steel members according to the first embodiment. . Further, in the method for joining steel members according to the third embodiment, the surface hardness of the joined body after performing the cutting process for cutting the joined body after performing the joined body stationary step, and after performing the cutting process. It differs from the joining method of the steel member which concerns on Embodiment 1 by the point which performs the surface treatment process which makes high.

実施形態3に係る鉄鋼部材の接合方法においては、図12(a)に示すように、接合対象として、接合予定面312,322に熱交換用媒体流路形成用溝314,324が形成された鉄鋼部材310,320を用いている。鉄鋼部材310,320としては、実施形態1に係る鉄鋼部材の接合方法の場合と同様に、SUS420J2系のステンレス鋼(例えばHPM38)を用いている。   In the method for joining steel members according to the third embodiment, as shown in FIG. 12A, heat exchange medium flow path forming grooves 314 and 324 are formed on the planned joining surfaces 312 and 322 as joining objects. Steel members 310 and 320 are used. As the steel members 310 and 320, SUS420J2 stainless steel (for example, HPM38) is used as in the case of the steel member joining method according to the first embodiment.

実施形態3に係る鉄鋼部材の接合方法においては、表面処理工程として、窒化処理(例えばイオン窒化処理など)を行っている。なお、窒化処理に限らず、他の表面処理方法(例えば、マルチナイト処理、浸炭処理、各種コーティング処理(例えばチタンコーティングやセラミックコーティング)など)を用いてもよい。   In the method for joining steel members according to Embodiment 3, nitriding (for example, ion nitriding) is performed as the surface treatment process. In addition to the nitriding treatment, other surface treatment methods (for example, multi-knight treatment, carburizing treatment, various coating treatments (eg, titanium coating or ceramic coating)) may be used.

このように、実施形態3に係る鉄鋼部材の接合方法は、実施形態1に係る鉄鋼部材の接合方法とは、接合対象が異なるとともに切削工程及び表面処理工程をさらに含んでいるが、実施形態1に係る鉄鋼部材の接合方法の場合と同様に、接合体形成工程S320により形成した接合体を、520℃以上かつ鉄鋼部材におけるA変態点未満の温度範囲で30分以上静置することとしているため、接合体300の接合力を十分に高くすることが可能となる。Thus, although the joining method of the steel member which concerns on Embodiment 3 differs in the joining object from the joining method of the steel member which concerns on Embodiment 1, it further includes the cutting process and the surface treatment process, Embodiment 1 as with the method of bonding steel members according to the assembly formed by the bonding body forming step S320, and the allowed to stand for 30 minutes or more in a temperature range of less than the a 1 transformation point at 520 ° C. or higher and the steel member Therefore, it is possible to sufficiently increase the bonding force of the bonded body 300.

したがって、実施形態3に係る鉄鋼部材の接合方法は、Crを含有する2つの鉄鋼部材を互いに接合して接合体を製造する場合にも十分に高い接合力を得ることが可能な鉄鋼部材の接合方法となる。   Therefore, the joining method of the steel member which concerns on Embodiment 3 joins the steel member which can obtain a sufficiently high joining force, even when manufacturing the joined body by joining two steel members containing Cr mutually. Become a method.

実施形態3に係る鉄鋼部材の接合方法においては、図12(e)に示すように、接合された接合体300に切削加工を施して所望の形状になるよう加工することにより、熱交換用媒体流路360を内部に含む樹脂成形用金型350(実施形態3に係る樹脂成形用金型)を製造することが可能となる。   In the method for joining steel members according to Embodiment 3, as shown in FIG. 12 (e), a medium for heat exchange is obtained by cutting the joined body 300 so as to have a desired shape. It becomes possible to manufacture the resin molding die 350 (the resin molding die according to the third embodiment) including the flow path 360 therein.

実施形態3に係る鉄鋼部材の接合方法においては、接合体静置工程を行うことにより、樹脂成形用金型350のバルクとしての硬度が低下することがあるとしても、表面処理工程を行うことにより、樹脂成形用金型350の表面硬度を高くすることが可能となる。このため、樹脂成形用金型350の耐久性(耐摩耗性)を向上することが可能となるとともに、離型性も向上することが可能となる。   In the method for joining steel members according to the third embodiment, by performing the surface treatment step, even if the hardness of the mold 350 for resin molding may be reduced by performing the joined body stationary step. The surface hardness of the resin molding die 350 can be increased. For this reason, it is possible to improve the durability (wear resistance) of the resin molding die 350 and to improve the mold release property.

実施形態3に係る樹脂成形用金型350は、十分に高い接合力で接合されているため、高信頼性かつ長寿命な樹脂成形用金型となる(実験では寿命が100倍以上に延びることが確認されている。)。このため、樹脂成形用金型350を用いて製造された樹脂製品は、高品質で製造コストの安価な樹脂製品となる。   Since the resin molding die 350 according to the third embodiment is joined with a sufficiently high joining force, it becomes a highly reliable and long-life resin molding die (in the experiment, the life is extended 100 times or more). Has been confirmed.) For this reason, the resin product manufactured using the resin molding die 350 is a resin product with high quality and low manufacturing cost.

なお、実施形態3に係る樹脂成形用金型350においては、ここでは図示による説明を省略するが、接合体300における接合面340のうち外方に露出する部分を除去している。具体的には、接合体300における接合面340が露出している端面について、端面から少なくとも2mm内側部分を除去している。接合体300における接合面340のうち外方に露出する部分は、他の部分(接合体300における接合面340のうち外方に露出しない部分であって、例えば、接合体300における接合面340のうち中心部分)と比べると接合力が低い可能性があるが、実施形態3に係る樹脂成形用金型350によれば、接合面340のうち外方に露出する部分を除去しているため、相対的に接合力が低い部分が除去された高品質な樹脂成形用金型となる。   In addition, in the resin molding die 350 according to the third embodiment, although a description with illustration is omitted here, a portion exposed to the outside of the bonding surface 340 in the bonded body 300 is removed. Specifically, at least 2 mm inner portion of the end surface of the bonded body 300 where the bonding surface 340 is exposed is removed from the end surface. The part exposed to the outside of the joint surface 340 in the joined body 300 is the other part (the part that is not exposed to the outside of the joint surface 340 in the joined body 300, for example, the part of the joint surface 340 in the joined body 300. The bonding force may be lower than the center portion), but according to the resin molding die 350 according to the third embodiment, the portion exposed to the outside of the bonding surface 340 is removed. It becomes a high-quality resin molding die from which a relatively low bonding force is removed.

実施形態3に係る鉄鋼部材の接合方法は、接合対象が異なる点並びに切削工程及び表面処理工程をさらに含む点以外の点では、実施形態1に係る鉄鋼部材の接合方法と同様の工程を含むため、実施形態1に係る鉄鋼部材の接合方法が有する効果のうち該当する効果をそのまま有する。   The method for joining steel members according to the third embodiment includes the same steps as the method for joining steel members according to the first embodiment, except that the joining target is different and further includes a cutting step and a surface treatment step. And it has an applicable effect as it is among the effects which the joining method of the steel member concerning Embodiment 1 has.

以上、本発明の鉄鋼部材の接合方法、鉄鋼製品及び樹脂製品を上記の各実施形態に基づいて説明したが、本発明は上記の各実施形態に限定されるものではなく、その要旨を逸脱しない範囲において種々の態様において実施することが可能であり、例えば次のような変形も可能である。   As mentioned above, although the joining method of the steel member, steel product, and resin product of this invention were demonstrated based on said each embodiment, this invention is not limited to said each embodiment, and does not deviate from the summary. The present invention can be implemented in various modes within the scope, and for example, the following modifications are possible.

(1)上記各実施形態においては、鉄鋼部材準備工程と、接合体形成工程と、金属組織均一化工程と、接合体静置工程とをこの順序で含む鉄鋼部材の接合方法について説明したが、本発明はこれに限定されるものではない。Crを含有する2つの鉄鋼部材が互いに接合された接合体を、520℃以上かつ鉄鋼部材におけるA変態点未満の温度範囲又は520℃以上かつ820℃未満の温度範囲で、接合体を30分以上静置することにより、接合面に存在するCr含有不動態層や空隙を消散させて接合体の接合力を強化する、鉄鋼部材からなる接合体における接合力強化方法をも含むものである。この場合にも、Crを含有する2つの鉄鋼部材が互いに接合された接合体の接合力を十分に高くすることが可能となる。(1) In each of the above embodiments, a method for joining steel members including a steel member preparation step, a joined body forming step, a metal structure homogenizing step, and a joined body stationary step in this order has been described. The present invention is not limited to this. The assembly of two steel members which contains are bonded together Cr, in a temperature range or 520 ° C. or higher and a temperature range below 820 ° C. of less than the A 1 transformation point at 520 ° C. or higher and the steel member, 30 minutes conjugate It also includes a method for strengthening the joining force in a joined body made of a steel member that dissipates the Cr-containing passivating layer and voids present on the joining surface and thereby strengthens the joining force of the joined body. Also in this case, it is possible to sufficiently increase the joining force of the joined body in which the two steel members containing Cr are joined to each other.

(2)上記各実施形態においては、鉄鋼部材として、SUS420J2系のステンレス鋼であるHPM38を用いたが、本発明はこれに限定されるものではない。例えば、同じSUS420J2系のステンレス鋼であるSTAVAX(ウッデホルム社の登録商標)やS−STAR、SUS440C系のステンレス鋼であるELMAXなどを用いてもよい。また、鉄鋼部材として、これら以外のマルテンサイト系ステンレス鋼を用いてもよいし、熱間金型用鋼、冷間金型用鋼、機械構造用鋼又は高速度工具鋼を用いてもよい。このような鉄鋼部材を用いた場合であっても、十分に高い接合力で接合することが可能となる。 (2) In each of the above embodiments, the HPM 38, which is a SUS420J2-based stainless steel, is used as the steel member, but the present invention is not limited to this. For example, the same SUS420J2 stainless steel STAVAX (registered trademark of Woodeholm), S-STAR, SUS440C stainless steel ELMAX, or the like may be used. Further, martensitic stainless steel other than these may be used as the steel member, or hot mold steel, cold mold steel, machine structural steel, or high-speed tool steel may be used. Even when such a steel member is used, it is possible to join with a sufficiently high joining force.

(3)上記各実施形態ににおいては、接合予定面が平面である場合について説明したが、本発明はこれに限定されるものではない。接合予定面が互いに密着可能であれば、接合予定面は曲面であったり段差を有していたりしてもよい。 (3) In each of the above embodiments, the case where the planned joining surface is a plane has been described, but the present invention is not limited to this. As long as the surfaces to be bonded can be brought into close contact with each other, the surfaces to be bonded may be curved surfaces or have steps.

(4)上記各実施形態においては、鉄鋼部材における接合予定面の算術平均粗さRaが0.1μmである場合を例示して説明したが、本発明はこれに限定されるものではなく、接合予定面の算術平均粗さRaが0.2μm以下であればよい。 (4) In each of the above embodiments, the case where the arithmetic average roughness Ra of the planned joining surface in the steel member is 0.1 μm has been described as an example, but the present invention is not limited to this, and the joining is performed. The arithmetic average roughness Ra of the planned surface may be 0.2 μm or less.

(5)上記各実施形態においては、接合体形成工程をパルス通電加熱装置を用いたパルス通電加熱により行っているが、本発明はこれに限定されるものではない。例えば、外部加熱又は磁気加熱により行うこともできる。このうち、磁気加熱の場合には、複数の鉄鋼部材を高速かつ均一に加熱することが可能となり、結果として応力歪みの小さい高品質の接合体を生産性よく製造することが可能となる。
なお、接合体形成工程を磁気加熱により行う方法は、Crを含有しない鉄鋼材料からなる複数の鉄鋼部材を互いに接合する鉄鋼部材の接合方法にも適用可能なものである。
(5) In each of the above-described embodiments, the bonded body forming step is performed by pulse current heating using a pulse current heating apparatus, but the present invention is not limited to this. For example, it can be performed by external heating or magnetic heating. Among these, in the case of magnetic heating, it is possible to heat a plurality of steel members uniformly at high speed, and as a result, it is possible to manufacture a high-quality joined body with low stress strain with high productivity.
In addition, the method of performing a joined body formation process by magnetic heating is applicable also to the joining method of the steel member which mutually joins the several steel member which consists of steel materials which do not contain Cr.

(6)上記各実施形態においては、油圧により複数の鉄鋼部材を押圧しながら複数の鉄鋼部材を加熱することとしているが、本発明はこれに限定されるものではない。例えば、サーボモータを用いて複数の鉄鋼部材を所定の圧力条件で押圧しながら複数の鉄鋼部材を加熱することもできる。これにより、複数の鉄鋼部材を一定の圧力条件で押圧することが可能となり、結果として応力歪みの小さい高品質の接合体を製造することが可能となる。
なお、接合体形成工程をサーボモータを用いて鉄鋼部材を押圧する方法は、Crを含有しない鉄鋼材料からなる複数の鉄鋼部材を互いに接合する鉄鋼部材の接合方法にも適用可能なものである。
(6) In each of the above embodiments, the plurality of steel members are heated while pressing the plurality of steel members by hydraulic pressure, but the present invention is not limited to this. For example, a some steel member can also be heated, pressing a some steel member on predetermined pressure conditions using a servomotor. Thereby, it becomes possible to press a some steel member on fixed pressure conditions, As a result, it becomes possible to manufacture a high quality joined body with small stress distortion.
In addition, the method of pressing a steel member using a servo motor in the joined body forming step can also be applied to a method of joining steel members that join together a plurality of steel members made of a steel material not containing Cr.

(7)上記各実施形態においては、520℃以上かつ鉄鋼部材におけるA変態点未満の温度範囲で、接合体を静置する場合を例示して説明したが、本発明はこれに限定されるものではなく、520℃以上かつ820℃未満の温度範囲で、接合体を静置してもよい。(7) In the above embodiments, a temperature range of less than the A 1 transformation point at 520 ° C. or higher and the steel member has been described with reference to the case of standing conjugates, the present invention is not limited thereto Instead, the joined body may be allowed to stand in a temperature range of 520 ° C. or more and less than 820 ° C.

(8)上記実施形態1においては、接合体の静置時間tを2時間とする場合を例示して説明したが、本発明はこれに限定されるものではない。接合体の大きさにもよるが、接合体静置工程における接合体の静置時間は、30分以上あればよい。(8) In the above embodiment 1 has been described as an example the case of the standing between t 3 of the joint body and two hours, the present invention is not limited thereto. Although it depends on the size of the joined body, the standing time of the joined body in the joined body standing step may be 30 minutes or more.

(9)上記実施形態2においては、接合体静置工程を2回行うこととしているが、本発明はこれに限定されるものではなく、接合体静置工程を3回以上行ってもよい。 (9) In Embodiment 2 described above, the bonded body stationary step is performed twice, but the present invention is not limited to this, and the bonded body stationary step may be performed three or more times.

(10)上記各実施形態においては、接合体静置工程実施後に不活性ガス雰囲気下(例えば、Nガス雰囲気下。)で接合体を冷却する場合を例示して説明したが、本発明はこれに限定されるものではない。接合体静置工程実施後の接合体を炉から取り出して、そのまま大気中で放置してもよい。(10) In each of the above embodiments, the case where the joined body is cooled in an inert gas atmosphere (for example, under an N 2 gas atmosphere) after the joined body stationary step has been described as an example. It is not limited to this. The joined body after performing the joined body stationary step may be taken out of the furnace and left as it is in the atmosphere.

(11)上記各実施形態においては、接合体形成工程、金属組織均一化工程及び接合体静置工程を、真空中において行っているが、本発明はこれに限定されるものではない。例えば、これらの工程をNガス、Arガス等の不活性ガス雰囲気中において行うこともできる。このような方法とすることによっても、各熱処理工程において、酸素等の反応性ガスによる悪影響を抑制することが可能となる。(11) In each of the above embodiments, the bonded body forming step, the metal structure homogenizing step, and the bonded body stationary step are performed in a vacuum, but the present invention is not limited to this. For example, these steps can also be performed in an inert gas atmosphere such as N 2 gas or Ar gas. Also by adopting such a method, it is possible to suppress an adverse effect due to a reactive gas such as oxygen in each heat treatment step.

(12)上記各実施形態においては、鉄鋼製品として、樹脂成形用金型を製造することとしているが、本発明はこれに限定されるものではない。鉄鋼製品としては、各種成形金型、各種工具、各種構造材などを例示することができる。 (12) In each of the above embodiments, a resin mold is manufactured as a steel product, but the present invention is not limited to this. Examples of steel products include various molding dies, various tools, and various structural materials.

符号の説明Explanation of symbols

10,20,110,120,310,320…鉄鋼部材、30,32,34,36…ブロック片、100,300,A1…接合体、140,340…接合面、142…Cr含有不動態層、144…空隙、312,322…接合予定面、314,324…熱交換用媒体流路形成用溝、350…樹脂成形用金型、360…熱交換用媒体流路、42,44…熱交換用媒体流路形成用溝、a1…試験片、T…第1温度、T…第2温度、T…第3温度、TA1…A変態点、t…第1熱処理時間、t…第2熱処理時間、t…静置時間、t…第4熱処理時間、V…万力10, 20, 110, 120, 310, 320 ... steel member, 30, 32, 34, 36 ... block piece, 100, 300, A1 ... joined body, 140, 340 ... joined surface, 142 ... Cr-containing passive layer, 144 ... Gap, 312,322 ... Scheduled surfaces to join, 314,324 ... Heat exchange medium flow path forming groove, 350 ... Resin molding die, 360 ... Heat exchange medium flow path, 42,44 ... Heat exchange Medium flow path forming groove, a1 ... test piece, T 1 ... first temperature, T 2 ... second temperature, T 3 ... third temperature, T A1 ... A 1 transformation point, t 1 ... first heat treatment time, t 2 ... second heat treatment time, t 2 ... standing time, t 4 ... fourth heat treatment time, V ... vise

Claims (16)

Crを含有する2つの鉄鋼部材を準備する鉄鋼部材準備工程と、
前記2つの鉄鋼部材における接合予定面を突き合わせた状態で、前記2つの鉄鋼部材を所定の圧力条件で押圧しながら前記2つの鉄鋼部材を接合可能な第1温度に加熱することにより、前記2つの鉄鋼部材を互いに接合して接合体を形成する接合体形成工程と、
520℃以上かつ前記鉄鋼部材におけるA変態点未満の温度範囲で、前記接合体を30分以上静置する接合体静置工程とをこの順序で含むことを特徴とする鉄鋼部材の接合方法。
A steel member preparation step of preparing two steel members containing Cr;
By heating the two steel members to a first temperature at which the two steel members can be joined while pressing the two steel members under a predetermined pressure condition in a state in which the surfaces to be joined in the two steel members are abutted, A joined body forming step of joining steel members to each other to form a joined body;
At a temperature range of less than the A 1 transformation point at 520 ° C. or higher and the steel members, the joining method of the steel member, characterized in that it comprises a conjugate standing step of standing for more than 30 minutes the conjugates in this order.
Crを含有する2つの鉄鋼部材を準備する鉄鋼部材準備工程と、
前記2つの鉄鋼部材における接合予定面を突き合わせた状態で、前記2つの鉄鋼部材を所定の圧力条件で押圧しながら前記2つの鉄鋼部材を接合可能な第1温度に加熱することにより、前記2つの鉄鋼部材を互いに接合して接合体を形成する接合体形成工程と、
520℃以上かつ820℃未満の温度範囲で、前記接合体を30分以上静置する接合体静置工程とをこの順序で含むことを特徴とする鉄鋼部材の接合方法。
A steel member preparation step of preparing two steel members containing Cr;
By heating the two steel members to a first temperature at which the two steel members can be joined while pressing the two steel members under a predetermined pressure condition in a state in which the surfaces to be joined in the two steel members are abutted, A joined body forming step of joining steel members to each other to form a joined body;
The joining method of the steel member characterized by including the joined body stationary process which leaves the said joined body still for 30 minutes or more in the temperature range of 520 degreeC or more and less than 820 degreeC.
請求項1又は2に記載の鉄鋼部材の接合方法において、
前記接合体形成工程を行った後、前記接合体静置工程を複数回行うことを特徴とする鉄鋼部材の接合方法。
In the joining method of the steel member according to claim 1 or 2,
After performing the said joined_body | zygote formation process, the said joined body stationary process is performed in multiple times, The joining method of the steel member characterized by the above-mentioned.
請求項1〜3のいずれかに記載の鉄鋼部材の接合方法において、
前記接合体静置工程を行った後、不活性ガス雰囲気下で前記接合体を冷却することを特徴とする鉄鋼部材の接合方法。
In the joining method of the steel member in any one of Claims 1-3,
After performing the said joined body stationary process, the said joined body is cooled in inert gas atmosphere, The joining method of the steel member characterized by the above-mentioned.
請求項1〜4のいずれかに記載の鉄鋼部材の接合方法において、
前記第1温度は、850℃〜1150℃の範囲内にあることを特徴とする鉄鋼部材の接合方法。
In the joining method of the steel member in any one of Claims 1-4,
Said 1st temperature exists in the range of 850 degreeC-1150 degreeC, The joining method of the steel member characterized by the above-mentioned.
請求項1〜5のいずれかに記載の鉄鋼部材の接合方法において、
前記接合体形成工程と前記接合体静置工程との間に、前記接合体を、前記接合体の組織をより均一にすることが可能な第2温度に加熱する金属組織均一化工程をさらに含むことを特徴とする鉄鋼部材の接合方法。
In the joining method of the steel member in any one of Claims 1-5,
The method further includes a metal structure homogenization step of heating the joined body to a second temperature capable of making the structure of the joined body more uniform between the joined body forming step and the joined body standing step. The joining method of the steel member characterized by the above-mentioned.
請求項6に記載の鉄鋼部材の接合方法において、
前記第2温度は、850℃〜1150℃の範囲内にあることを特徴とする鉄鋼部材の接合方法。
In the joining method of the steel member according to claim 6,
Said 2nd temperature exists in the range of 850 degreeC-1150 degreeC, The joining method of the steel member characterized by the above-mentioned.
請求項6又は7に記載の鉄鋼部材の接合方法において、
前記金属組織均一化工程を行った後、前記接合体をMs点まで急冷し、その後前記接合
体を徐冷することを特徴とする鉄鋼部材の接合方法。
In the joining method of the steel member according to claim 6 or 7,
A steel member joining method comprising: performing the metallographic structure homogenizing step, rapidly cooling the joined body to an Ms point, and then gradually cooling the joined body.
請求項1〜8のいずれかに記載の鉄鋼部材の接合方法において、
前記2つの鉄鋼部材における前記接合予定面は、平面であることを特徴とする鉄鋼部材の接合方法。
In the joining method of the steel member in any one of Claims 1-8,
The method for joining steel members, wherein the planned joining surfaces of the two steel members are flat surfaces.
請求項9に記載の鉄鋼部材の接合方法において、
前記接合予定面における算術平均粗さRaは、0.2μm以下であることを特徴とする鉄鋼部材の接合方法。
In the method for joining steel members according to claim 9,
The arithmetic average roughness Ra on the planned joining surface is 0.2 μm or less, and the joining method of steel members,
請求項1〜10のいずれかに記載の鉄鋼部材の接合方法において、
前記接合体形成工程及び前記接合体静置工程を、真空中又は不活性ガス雰囲気中において行うことを特徴とする鉄鋼部材の接合方法。
In the joining method of the steel member in any one of Claims 1-10,
A method for joining steel members, wherein the joined body forming step and the joined body stationary step are performed in a vacuum or in an inert gas atmosphere.
請求項1〜11のいずれかに記載の鉄鋼部材の接合方法において、
前記鉄鋼部材は、ステンレス鋼からなる鉄鋼部材であることを特徴とする鉄鋼部材の接合方法。
In the joining method of the steel member in any one of Claims 1-11,
The method for joining steel members, wherein the steel member is a steel member made of stainless steel.
請求項1〜11のいずれかに記載の鉄鋼部材の接合方法において、
前記鉄鋼部材は、熱間金型用鋼、冷間金型用鋼、機械構造用鋼又は高速度工具鋼からなる鉄鋼部材であることを特徴とする鉄鋼部材の接合方法。
In the joining method of the steel member in any one of Claims 1-11,
The steel member is a steel member made of hot die steel, cold die steel, machine structural steel or high-speed tool steel.
Crを含有する2つの鉄鋼部材が互いに接合された接合体の接合力を強化する、鉄鋼部材からなる接合体における接合力強化方法であって、
前記接合体として、Crを含有する2つの鉄鋼部材における接合予定面を突き合わせた状態で、前記2つの鉄鋼部材を所定の圧力条件で押圧しながら前記2つの鉄鋼部材を接合可能な第1温度に加熱することにより、前記2つの鉄鋼部材を互いに接合することにより形成された接合体を準備する接合体準備工程と、
520℃以上かつ前記鉄鋼部材におけるA変態点未満の温度範囲で、前記接合体を30分以上静置する接合体静置工程とをこの順序で含むことを特徴とする、鉄鋼部材からなる接合体における接合力強化方法。
A method for strengthening a joining force in a joined body made of a steel member, which reinforces the joining force of a joined body in which two steel members containing Cr are joined together,
As the joined body, in a state in which the planned joining surfaces of the two steel members containing Cr are in contact with each other, the first steel member is brought to a first temperature at which the two steel members can be joined while pressing the two steel members under a predetermined pressure condition. A joined body preparation step of preparing a joined body formed by joining the two steel members by heating,
At a temperature range of less than the A 1 transformation point at 520 ° C. or higher and the steel member, characterized in that it comprises a conjugate standing step of standing for more than 30 minutes the conjugates in this order, bonding consisting of steel members A method for strengthening bonding strength in the body.
Crを含有する2つの鉄鋼部材が互いに接合された接合体の接合力を強化する、鉄鋼部材からなる接合体における接合力強化方法であって、
前記接合体として、Crを含有する2つの鉄鋼部材における接合予定面を突き合わせた状態で、前記2つの鉄鋼部材を所定の圧力条件で押圧しながら前記2つの鉄鋼部材を接合可能な第1温度に加熱することにより、前記2つの鉄鋼部材を互いに接合することにより形成された接合体を準備する接合体準備工程と、
520℃以上かつ820℃未満の温度範囲で、前記接合体を30分以上静置する接合体静置工程とをこの順序で含むことを特徴とする、鉄鋼部材からなる接合体における接合力強化方法。
A method for strengthening a joining force in a joined body made of a steel member, which reinforces the joining force of a joined body in which two steel members containing Cr are joined together,
As the joined body, in a state in which the planned joining surfaces of the two steel members containing Cr are in contact with each other, the first steel member is brought to a first temperature at which the two steel members can be joined while pressing the two steel members under a predetermined pressure condition. A joined body preparation step of preparing a joined body formed by joining the two steel members by heating,
And a joined body stationary step of standing the joined body for 30 minutes or more in a temperature range of 520 ° C. or more and less than 820 ° C. in this order. .
請求項14又は15に記載の鉄鋼部材からなる接合体における接合力強化方法において、
前記接合体準備工程を行った後、前記接合体静置工程を複数回行うことを特徴とする鉄鋼部材からなる接合体における接合力強化方法。
In the joining force strengthening method in the joined body which consists of a steel member according to claim 14 or 15,
After performing the said conjugate | zygote preparation process, the said conjugate | zygote stationary process is performed in multiple times, The joining force reinforcement | strengthening method in the conjugate | zygote consisting of a steel member characterized by the above-mentioned.
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JP5745789B2 (en) * 2010-07-09 2015-07-08 トヨタ自動車株式会社 Solid phase diffusion bonding method of die casting mold material

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JPS6240980A (en) * 1985-08-16 1987-02-21 Sumitomo Metal Ind Ltd Joining method for two-phase stainless steel
JPS63299875A (en) * 1987-05-29 1988-12-07 Aichi Steel Works Ltd Method for joining metal structural body
JPH071011A (en) * 1993-06-15 1995-01-06 Sumitomo Metal Ind Ltd Mandrel bar for manufacturing seamless tube and manufacture thereof
JP2001300743A (en) * 2000-04-28 2001-10-30 Daido Steel Co Ltd Joined body of metallic pipes for expanded pipe and method of manufacturing the same
JP2002059270A (en) * 2000-06-07 2002-02-26 Suwa Netsukogyo Kk Electric-joining method, electric-joining apparatus, and joined body
JP2002301577A (en) * 2001-04-05 2002-10-15 Daido Steel Co Ltd Method of joining martensitic stainless steel
JP2003225775A (en) * 2002-01-30 2003-08-12 Daido Steel Co Ltd Long metal member joining device

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JPS58199679A (en) * 1982-05-14 1983-11-21 Hitachi Ltd Composite material
JPS6240980A (en) * 1985-08-16 1987-02-21 Sumitomo Metal Ind Ltd Joining method for two-phase stainless steel
JPS63299875A (en) * 1987-05-29 1988-12-07 Aichi Steel Works Ltd Method for joining metal structural body
JPH071011A (en) * 1993-06-15 1995-01-06 Sumitomo Metal Ind Ltd Mandrel bar for manufacturing seamless tube and manufacture thereof
JP2001300743A (en) * 2000-04-28 2001-10-30 Daido Steel Co Ltd Joined body of metallic pipes for expanded pipe and method of manufacturing the same
JP2002059270A (en) * 2000-06-07 2002-02-26 Suwa Netsukogyo Kk Electric-joining method, electric-joining apparatus, and joined body
JP2002301577A (en) * 2001-04-05 2002-10-15 Daido Steel Co Ltd Method of joining martensitic stainless steel
JP2003225775A (en) * 2002-01-30 2003-08-12 Daido Steel Co Ltd Long metal member joining device

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