WO2021200695A1 - Method for manufacturing rivet joint, rivet joint, and automotive part - Google Patents

Method for manufacturing rivet joint, rivet joint, and automotive part Download PDF

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Publication number
WO2021200695A1
WO2021200695A1 PCT/JP2021/012994 JP2021012994W WO2021200695A1 WO 2021200695 A1 WO2021200695 A1 WO 2021200695A1 JP 2021012994 W JP2021012994 W JP 2021012994W WO 2021200695 A1 WO2021200695 A1 WO 2021200695A1
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WIPO (PCT)
Prior art keywords
rivet
shaft portion
joint
joint according
manufacturing
Prior art date
Application number
PCT/JP2021/012994
Other languages
French (fr)
Japanese (ja)
Inventor
富士本 博紀
幸一 ▲浜▼田
敦史 大野
敏之 真鍋
雅之 堀本
高志 今村
翔 松井
Original Assignee
日本製鉄株式会社
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Application filed by 日本製鉄株式会社 filed Critical 日本製鉄株式会社
Priority to JP2022512137A priority Critical patent/JP7295488B2/en
Publication of WO2021200695A1 publication Critical patent/WO2021200695A1/en

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21JFORGING; HAMMERING; PRESSING METAL; RIVETING; FORGE FURNACES
    • B21J15/00Riveting
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21JFORGING; HAMMERING; PRESSING METAL; RIVETING; FORGE FURNACES
    • B21J15/00Riveting
    • B21J15/02Riveting procedures
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21JFORGING; HAMMERING; PRESSING METAL; RIVETING; FORGE FURNACES
    • B21J15/00Riveting
    • B21J15/10Riveting machines
    • B21J15/14Riveting machines specially adapted for riveting specific articles, e.g. brake lining machines
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B5/00Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them
    • F16B5/04Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them by means of riveting
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B5/00Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them
    • F16B5/08Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them by means of welds or the like

Definitions

  • the present invention relates to a method for manufacturing a rivet joint, a rivet joint, and an automobile part.
  • the present application claims priority based on Japanese Patent Application No. 2020-060160 filed in Japan on March 30, 2020, the contents of which are incorporated herein by reference.
  • the welded part may break when the member is deformed due to a collision under extremely severe conditions. Therefore, even if the strength of the steel sheet is improved, the load capacity of the member as a whole may be insufficient. Therefore, there is a demand for a joining method for improving the strength of a joint made of high-strength steel plate.
  • the present inventors focused on rivet joining as one of the means for improving the cross tensile strength of the joint.
  • rivet joining a through hole is formed in a steel sheet, a rivet having a head and a shaft portion is passed through the through hole, the tip of the shaft portion of the rivet is plastically deformed at room temperature, and the head and plastic deformation of the rivet are formed.
  • This is a joining method in which a steel plate is crimped depending on the part.
  • the present inventors have found that the cross tensile strength of a joint (rivet joint) obtained by rivet-joining a high-strength steel plate is significantly higher than that of a spot-welded joint. According to the rivet joining in which the steel plates are mechanically joined, the joint portion is not embrittled, so that it is considered that the CTS of the joined joint made of the high-strength steel plate can be held high.
  • Patent Document 1 describes a method in which two or more constituent members are connected to each other by a fastener. Each constituent member is provided with a hole, and the constituent member has the holes overlapped with each other to form the fastener.
  • the fasteners are arranged to be received in the holes, and the fasteners arranged in the holes are mechanically pressurized and heated to deform the fasteners so that the components are coupled to each other.
  • the fasteners are essentially heated only during the deformation stage of the fasteners to minimize heat transfer from the fasteners to the components to be coupled so that the fasteners are coupled.
  • Disclosed is a method characterized in that both and the constituent members are made of the same or similar alloy contained in the material of the intermetallic alloy group.
  • Patent Document 2 in a method in which a head portion and a tip portion of a rivet are sandwiched between a pair of electrodes, energized heating is performed, and the rivet is pressed and riveted, the back surface of the head surface of the rivet and the material to be rivet are separated.
  • a spacer having a small cross-sectional area and a height such that the shaft portion of the rivet is sufficiently closely filled in the rivet hole, or after that, the back surface of the head and the rivet material come into contact with each other is provided.
  • a riveting method characterized by riveting is disclosed.
  • Patent Document 3 describes in a method of fastening a rivet in which a rivet is sandwiched between electrodes and heated by resistance heat through electricity to perform pressure molding.
  • a method of fastening a rivet is disclosed, which comprises heating the rivet.
  • Patent Document 4 at least a part of a rivet hole formed through at least two members to be joined is formed as a tapered hole, the rivet is fitted into the rivet hole, and the shaft portion of the rivet is subjected to energization caulking. Is bulged and deformed into a shape along the tapered hole, and the shaft portion of the rivet and the tapered hole are brought into close contact with each other by heat shrinkage of the rivet after energization caulking, and the member is joined by energization caulking of the rivet.
  • the binding method is disclosed.
  • the rivet temperature at the time of energization caulking is said to be 700 to 900 ° C.
  • Patent Document 5 is a rivet tightening method in which a plurality of workpieces are joined by using rivets, in which the rivets inserted through the plurality of workpieces are sandwiched between a pair of electrodes and energized in a pressurized state, and the energization is performed.
  • a rivet tightening method characterized in that the rivet is softened by the resistance heat generation of the rivet itself and the end portion of the rivet is crimped is disclosed.
  • the present invention provides a method for manufacturing a rivet joint capable of manufacturing a joint having a high cross tensile strength (CTS) and an axial force, and a rivet joint and an automobile part having a joint having a high cross tensile strength and an axial force.
  • the task is to do.
  • the gist of the present invention is as follows.
  • the method for manufacturing a rivet joint according to one aspect of the present invention is to pass a shaft portion of a steel rivet through through holes of a plurality of stacked plate materials, and pair the rivets in the axial direction of the rivet.
  • To sandwich the rivet between the electrodes pressurize and energize the rivet with the pair of the electrodes to crush the tip of the shaft portion of the rivet, and cool the rivet to cool the rivet.
  • the rivets hardness of the axial center and the radial center of the shaft portion is set to 130 HV or more and less than 300 HV.
  • the method for manufacturing a rivet joint according to (1) above further includes joining a plurality of the plate members by one or more welding methods selected from the group consisting of spot welding, laser welding, and arc welding. You may.
  • the maximum temperature of the shaft portion of the rivet may be set to exceed 900 ° C. by the energization.
  • the carbon equivalent Ceq calculated by the formula 1 of the rivet is 0.025 to 0.215% by mass. May be good.
  • Ceq C + Si / 24 + Mn / 6 + Ni / 40 + Cr / 5 + Mo / 4 + V / 14 ⁇ Equation 1>
  • the mass% of the component contained in the rivet is substituted for the element symbol included in the formula 1, and zero is substituted for the element not contained.
  • the rivet joint according to another aspect of the present invention includes a plurality of stacked plate materials each having a through hole, and a rivet in which a shaft portion penetrates the through hole and crimps the plurality of plate materials.
  • the Vickers hardness of the axial center and the radial center of the shaft portion of the rivet is 130 HV or more and less than 300 HV.
  • the rivet joint according to (7) above may further have one or more welds selected from the group consisting of spot welds, laser welds, and arc welds.
  • the rivet joint according to (7) or (8) above may further have an adhesive arranged between the plurality of plate materials, at least around the through hole.
  • the difference in diameter of the through holes in the plurality of adjacent plate materials is within the range of 0.3 mm to 3 mm. May be good.
  • Ceq C + Si / 24 + Mn / 6 + Ni / 40 + Cr / 5 + Mo / 4 + V / 14 ⁇ Equation 1>
  • the mass% of the component contained in the rivet is substituted for the element symbol included in the formula 1, and zero is substituted for the element not contained.
  • the automobile part according to another aspect of the present invention includes the rivet joint according to any one of (7) to (11) above.
  • a method for manufacturing a rivet joint capable of manufacturing a joint having a high cross tensile strength (CTS) and an axial force, and a rivet joint and an automobile part having a joint having a high cross tensile strength and an axial force.
  • CTS cross tensile strength
  • a rivet joint and an automobile part having a joint having a high cross tensile strength and an axial force.
  • the present inventors have further studied a method for producing a joint having high cross tensile strength (CTS) and axial force. As a result, it was found that the axial force can be increased by lowering the hardness of the steel rivet.
  • CTS cross tensile strength
  • the rivet joining of the plate material is performed by heating the rivet, deforming the tip of the rivet, and then cooling the rivet. If the heating temperature of the rivet is sufficiently high and the cooling rate of the rivet is sufficiently high, the rivet is hardened when the rivet is cooled, and the hardness of the rivet is increased. The increase in hardness is thought to be caused by martensitic transformation.
  • the martensitic transformation of steel has the function of expanding the volume of steel.
  • martensitic transformation occurs in the rivet after deforming the tip of the rivet, the length of the shaft of the rivet increases, the distance between the head of the rivet and the deformed part of the tip of the rivet increases, and the axial force is impaired.
  • the present inventors presume that this is the case.
  • the method for manufacturing a rivet joint according to one aspect of the present invention (hereinafter, may be abbreviated as a rivet joining method) obtained based on the above findings is a steel rivet as shown in FIGS. 1A to 1D.
  • the shaft portion 121 of the 12 is passed through the through holes 111 of the plurality of stacked plate members 11, the rivet 12 is sandwiched between the pair of electrodes A in the axial direction of the rivet 12, and the rivet 12 is formed by the pair of electrodes A. Pressurize and energize to crush the tip of the shaft portion 121 of the rivet 12, and cool the rivet 12 at the axial center and radial center of the shaft portion 121 of the rivet 12 after cooling.
  • the rivets hardness is set to 130 HV or more and less than 300 HV.
  • the method for manufacturing the rivet 12 joint includes a step of inserting the steel rivet 12 into the through holes 111 of the plurality of stacked plate members 11 and the rivet 12 of the pair of electrodes A. It includes a step of sandwiching the rivet 12, a step of pressurizing and energizing the rivet 12 via a pair of electrodes A to cause deformation of the tip of the shaft portion 121 of the rivet 12, and a step of cooling the rivet 12.
  • the average Vickers hardness of the shaft portion 121 of the rivet 12 after cooling is set to 130 HV or more and less than 300 HV.
  • the shaft portion 121 of the rivet 12 is passed through the through holes 111 of the plurality of stacked plate materials, and sandwiched between the pair of electrodes A in the axial direction of the rivet.
  • the plate material 11 serves as a base material for the rivet joint 1.
  • the rivet 12 usually has a shaft portion 121 and a head portion 122, and the tip of the shaft portion 121 is plastically deformed by riveting to form a deformed portion 123.
  • the head portion 122 has a function of sandwiching (caulking) the plate member 11 together with the deformed portion 123. Even if the rivet 12 having no head portion 122 is passed through the through hole 111 and both ends of the shaft portion 121 are plastically deformed, the plate material 11 can be crimped. In this case, one of the two deformed portions 123 can be regarded as the head 122.
  • the configuration of the plate material 11 is not particularly limited.
  • the plate material 11 is a steel plate, particularly a high-strength steel plate (for example, a steel plate having a tensile strength TS of about 590 MPa or more)
  • the strength of the rivet joint 1 can be improved, which is preferable.
  • the rivet joining method according to the present embodiment does not cause embrittlement causing a decrease in CTS in the high-strength steel sheet, the rivet joint 1 having a high CTS when applied to joining the high-strength steel sheet is provided. Can be done.
  • the tensile strength of the high-strength steel sheet is 980 MPa or more, the superiority of the rivet joint according to the present embodiment becomes more remarkable with respect to CTS over spot welding. More preferably, the tensile strength is 1180 MPa class or more, and more preferably 1500 MPa or more. The upper limit of the tensile strength is not particularly limited, but may be, for example, 2700 MPa or less.
  • the plate material 11 may be an aluminum plate, a CFRP plate, a titanium plate, or the like. Unlike the joining by welding, in the rivet joining according to the present embodiment, the material of the plate material 11 may be different.
  • a combination of a steel plate and an aluminum plate, or a combination of a steel plate and a CFRP plate may be used.
  • the arrangement of the plate materials is not particularly specified, but in the case of plate materials of different materials, a plate material having a low melting point may be arranged on the head 122 side of the rivet 12.
  • Various surface treatments may be applied to the plate material 11.
  • the plate material 11 is alloyed with the base metal by GA plating, GI plating, EG plating, Zn-Mg plating, Zn-Al plating, Zn-Ni plating, Zn-Al-Mg plating, Al plating, painting, and hot stamping. It may have a modified Zn-based plating (Zn—Fe, Zn—Ni—Fe), Al-based plating (Al—Fe—Si), and the like.
  • the plate thickness of the plate material 11 is not particularly limited, and may be, for example, 0.5 mm to 3.6 mm.
  • the thickness of the plate material 11 may be different.
  • the number of plate materials 11 is also not particularly limited. In the description of the rivet joining according to the present embodiment, it is assumed that the number of plate members 11 is two, but it is not hindered that the number of plate members is three or more.
  • a plate material having a plate thickness of about 1.6 mm and a plate material having a plate thickness of about 2.3 mm are laminated, or a plate material having a plate thickness of 0.75 mm, a plate material having a thickness of 1.8 mm, and a plate material having a thickness of 1.2 mm.
  • Three layers with a plate material can be mentioned.
  • two plates having a plate thickness of about 0.6 mm to 2.9 mm and a plate material having a plate thickness of 0.6 mm to 2.9 mm are stacked, or a plate thickness is 0.6 mm to 1.6 mm.
  • Examples thereof include three layers of a plate material, a plate material of 0.6 mm to 2.9 mm, and a plate material of 0.6 mm to 2.9 mm.
  • the plate material may be a molded product obtained by cold or hot press molding, cold roll molding, hydrofoam molding, or hot blow molding. Further, the plate material may be formed in a pipe shape.
  • the shape of the through hole 111 can be, for example, a circular shape.
  • the shape of the through hole 111 may be a polygon such as a quadrangle, a pentagon, a hexagon, or an octagon. The corners of these polygons may have curvature.
  • the shape of the through hole 111 may be an ellipse or a shape having a convex portion or a concave portion in a part of the circle.
  • the through hole 111 for passing the rivet 12 can be formed by any means such as laser cutting, punching using a die, and drilling using a drill.
  • the plate material 11 is a hot stamped steel plate, it is desirable to form the through hole 111 by hot stamping of a die or laser cutting.
  • the size of the through hole 111 may be constant in the depth direction of the plate material 11.
  • a stepped shape or a tapered shape in which the size of the through hole 111 differs in the depth direction may be applied to the through hole 111.
  • the central axes of the through holes 111 between the plurality of materials to be joined do not have to be the same.
  • the diameters of the through holes 111 in the case where the through holes 111 are not circular, the equivalent circle diameters
  • the diameters of the through holes 111 in the case where the through holes 111 are not circular, the equivalent circle diameters
  • the method for manufacturing a rivet joint according to the present embodiment since the rivet 12 is heated and softened, the gap can be sufficiently reduced even if the diameter of the through hole 111 is not the same for each plate material 11. As a result, the shaft diameter in the joined state can be increased, which contributes to the improvement of TSS.
  • the degree of difference in diameter of the through hole 111 is not particularly limited, but for example, the difference in diameter of the through hole 111 in the adjacent plate member 11 is preferably in the range of 0.3 mm to 3 mm. From the viewpoint of facilitating the work of passing the rivet 12, it is preferable to increase the diameter of the through hole of the plate material on the side opposite to the side that becomes the entrance of the rivet 12 (the side where the rivet head is located). As a result, it is possible to prevent the tip of the rivet 12 from being clogged in the through hole 111.
  • the minimum value of the diameter of the through hole 111 is 0.1 mm to 5 mm larger than the maximum value of the diameter of the shaft portion of the rivet passing through the through hole 111. If the difference between the two is smaller than 0.1 mm, it becomes difficult to pass the rivet. On the other hand, if the difference between the two is larger than 5 mm, it becomes difficult to sufficiently fill the gap of the through hole 111. More preferably, the difference between the minimum value of the diameter of the through hole 111 and the maximum value of the diameter of the shaft portion of the rivet passing through the through hole 111 is in the range of 0.3 mm to 3 mm, and optimally 0.3 mm to 3 mm. The range is 1.5 mm. Further, the deviation of the central axis of the holes 111 between the plurality of materials to be joined is preferably 1.5 mm or less, and more preferably 0.75 mm or less.
  • the rivet 12 needs to be configured so that the hardness of the axial center and the radial center portion of the shaft portion 121 is 130 HV or more and less than 300 HV after the completion of the rivet joint.
  • the aspect of the rivet 12 is not particularly limited.
  • the shape of the rivet 12 is not particularly limited, and can be appropriately selected depending on the thickness and mechanical properties of the plate material 11 as the base material, the size of the through hole 111, and the like.
  • the diameter of the shaft portion 121 of the rivet 12 (when the cross section of the shaft portion 121 is not circular, the diameter corresponding to the circle of the shaft portion 121) may be 3 mm or more from the viewpoint of ensuring the joint strength.
  • the upper limit of the diameter of the shaft portion 121 may be 12 mm or less.
  • the length of the shaft portion 121 (the value obtained by subtracting the thickness of the head 122 from the length of the rivet 12) needs to be larger than the total plate thickness of the plate members 11, and in the case of a rivet having a head, it is preferable. , Within the following range. Total plate thickness + shaft diameter x 0.3 ⁇ shaft length ⁇ total plate thickness + shaft diameter x 2.0
  • the crimped portion (deformed portion 123) after the tip of the shaft portion 121 is deformed. ) Can be secured and the joint strength can be further increased.
  • the manufacturing efficiency can be improved.
  • the length of the shaft portion 121 (that is, the length of the rivet 12) is preferably within the following range.
  • the length of the shaft portion 121 of the rivet without the head is larger than that of the rivet with the head.
  • the diameter of the shaft portion 121 may be constant.
  • the rivet 12 may have a shape (so-called taper shape) in which the diameter of the shaft portion 121 decreases toward the tip of the shaft portion 121.
  • the tapered portion may be formed over the entire shaft portion 121, or may be formed only near the tip of the shaft portion 121.
  • the tapered rivet 12 is preferable because it can easily pass through the through hole 111.
  • the shape of the head 122 of the rivet 12 may be a general flange shape.
  • the shape of the head 122 can be hemispherical (so-called round head), disk-shaped (so-called flat head), or a shape with a flat surface side and a conical root (so-called countersunk head).
  • the shape of the head 122 in a plan view can be a polygon such as a circle, a quadrangle, or a hexagon.
  • a recess for positioning may be provided at the center of the head 122 on the electrode side.
  • the seat portion (the surface in contact with the material to be joined) of the head portion 122 may be provided with a recess (so-called seat portion undercut) surrounding the shaft portion 121.
  • Such recesses impart elasticity to the head 122, thereby further increasing the caulking force of the rivet 12.
  • one or more protrusions may be provided on the seat portion (the surface in contact with the material to be joined) of the head 122. Such a protrusion further increases the caulking force of the rivet 12 by sinking into the material to be joined during riveting or forming the material to be joined and the joint.
  • Examples of the shape of the protrusion include a circular shape, a polygonal shape, and a ring shape surrounding the shaft portion.
  • the rivet 12 crimps the plate material 11 using its head 122. Therefore, it is preferable that the diameter of the head 122 is 1.5 mm or more larger than the diameter of the through hole 111.
  • the thickness of the head 122 is preferably 0.8 mm to 5 mm. If the thickness of the head 122 is less than 0.8 mm, sufficient joint strength cannot be obtained. On the other hand, if the thickness of the head 122 is more than 5 mm, the head is too large and interference with other parts is likely to occur.
  • the diameter of the deformed rivet end that is, the deformed portion 123) after the rivet joining is preferably 1.5 mm or more larger than the diameter of the through hole 111.
  • the thickness of the deformed rivet end is preferably 0.8 mm to 5 mm.
  • the rivet is manufactured, for example, by cutting a coil wire and cutting it or cold forging it. From the viewpoint of productivity, the rivet processing method is preferably cold forging.
  • the rivet may be used as it is processed, or may be heat-treated after processing and then used for joining.
  • the rivet 12 may be one that has not been surface-treated. On the other hand, if the joint structure 1 is required to have corrosion resistance, the rivet 12 may be surface-treated. For example, the rivet 12 may be subjected to zinc-based plating, aluminum-based plating, chrome-based plating, nickel-based plating, chromate treatment, or the like.
  • the pair of electrodes A pressurizes and energizes the rivet 12 to crush the tip of the shaft portion 121 of the rivet 12 (so-called riveting).
  • the energization of the rivet 12 causes the rivet 12 to generate heat of resistance and softens the rivet 12, thereby facilitating the deformation of the tip.
  • the rivet joining it is preferable to pressurize the rivet 12 using the electrode A and then energize the rivet 12.
  • the shaft portion 121 is softened and the tip of the shaft portion 121 is deformed.
  • the joining is performed by sandwiching the rivet 12 between the electrodes A, pressurizing the rivet 12, energizing the rivet 12, and cooling the rivet 12.
  • the timing of the start of heating to the rivet 12 and the timing of the start of pressurization of the rivet 12 are not limited to the above-mentioned preferable examples.
  • the rivet 12 is inserted into the through hole 111 by, for example, a rivet supply device after the plate members 11 are overlapped with each other. Then, for example, using a spot welder, the rivet is energized and heated while pressurizing the rivet.
  • the pressurizing condition and energizing condition (current value, voltage value, energizing time, etc.) of the rivet 12 are not particularly limited, and can be appropriately selected depending on the shape and material of the rivet 12. Therefore, a person skilled in the art can examine the optimum pressurizing and energizing conditions according to the shape and material of the rivet 12 by performing the pressurizing and energizing the rivet 12 under various conditions.
  • Pressurization and energization of the rivet 12 is performed using a pair of electrodes A.
  • the configuration of the pair of electrodes A is not particularly limited.
  • the electrode for spot welding can be pressurized and energized, the rivet joint according to the present embodiment may be performed using this.
  • the shape of the electrode A can be appropriately selected according to the shape of the rivet 12.
  • the electrode A may be a flat type electrode, a single R type, a CF type, a DR type, or the like.
  • Examples of the material of the electrode A include chrome copper, alumina-dispersed copper, and chrome zirconium copper having excellent conductivity.
  • the pressing force applied to the rivet by the electrode A is, for example, 150 kgf to 1000 kgf.
  • the pressing force is preferably 250 kgf to 600 kgf.
  • the set value of the pressing force may be a constant value, but the pressing force may be changed as needed.
  • the pressure direction of the rivet by the electrode is preferably an angle of 10 ° or less with respect to the direction in which the axis of the rivet extends, from the viewpoint of obtaining a good joint. More preferably, the angle formed by the pressurizing direction of the rivet and the axial direction of the rivet is 4 ° or less.
  • the pressing force may be changed during the holding time after the end of energization.
  • the energizing time is, for example, 0.15 seconds to 2 seconds.
  • the energizing time is preferably 0.2 seconds to 1 second.
  • the number of times of energization may be one (so-called single energization), but if necessary, two-stage energization, three-stage or more multi-stage energization, or tempering temper energization by adjusting the current may be performed.
  • pulse energization, an upslope that gradually increases the current, and a downslope that gradually decreases the current may be energized.
  • the heating conditions for energization heating are not particularly limited, but for example, the maximum temperature reached at the shaft of the rivet may be over 900 ° C.
  • the maximum temperature of the shaft portion of the rivet may be more than 900 ° C.
  • the softening of the rivet can be promoted and the gap between the rivet 12 and the through hole 111 of the plate material 11 can be reduced.
  • the joint strength is further improved.
  • the upper limit of the maximum temperature reached at the shaft of the rivet is not specified. For example, melting may occur in a part of the rivet.
  • the softened rivet 12 is pressurized, the tip of the shaft portion 121 thereof is deformed, and then the rivet 12 is cooled.
  • the plurality of plate members 11 are crimped and joined by the rivets 12.
  • the plurality of plate members 11 are crimped by the head 122 of the rivet 12 and the crushed tip (that is, the deformed portion 123) of the shaft portion 121 of the rivet 12.
  • the Vickers hardness of the shaft portion 121 of the rivet 12 after cooling at the center in the axial direction and the center in the radial direction needs to be 130 HV or more and less than 300 HV.
  • the Vickers hardness of the shaft portion 121 at the center in the axial direction and the center in the radial direction is simply referred to as the Vickers hardness of the shaft portion 121.
  • the cross tensile strength (CTS) of the joint structure 1 can be ensured by setting the Vickers hardness of the shaft portion 121 of the rivet 12 to 130 HV or more.
  • the Vickers hardness of the shaft portion 121 of the rivet 12 is set to less than 300 HV, the axial force of the rivet 12 can be secured.
  • the reason why there is a correlation between the hardness of the shaft portion 121 of the rivet 12 and the axial force of the rivet 12 is not clear at this time, but the present inventors have a function of improving the hardness of the shaft portion 121 of the rivet 12. It is presumed that the martensite having the above increases the length of the shaft portion 121 of the rivet 12 and decreases the axial force of the rivet 12. In order to secure both the cross tensile strength and the axial force, the Vickers hardness of the shaft portion 121 of the rivet 12 needs to be within the range of 130 HV or more and less than 300 HV.
  • the Vickers hardness of the shaft portion 121 of the rivet 12 may be 150 HV or more, 180 HV or more, or 200 HV or more.
  • the Vickers hardness of the shaft portion 121 of the rivet 12 may be 280 HV or less, 250 HV or less, or 220 HV or less.
  • the Vickers hardness of the shaft portion 121 of the rivet 12 at the axial center and the radial center is measured by the following procedure.
  • the rivet 12 is cut along the central axis of the rivet 12 and the cross section is appropriately prepared.
  • the surface where the head portion 122 of the rivet 12 (in the middle of the two deformed portions when a rivet without a head is used) and the plate member 11 are in contact with each other at the center of the shaft portion 121 of the rivet 12 in the longitudinal direction.
  • the Vickers hardness is measured at three places (a place in the middle of the surface where the deformed part 123 of the rivet 12 and the plate material 11 come into contact with each other).
  • the Vickers hardness is measured at a place where there is no shrinkage nest (a position 0.2 mm or more away from the shrinkage nest).
  • the load in the hardness measurement is 0.5 kg.
  • the average value of the measured hardness values is the Vickers hardness of the shaft portion 121 of the rivet 12 at the center in the axial direction and the center in the radial direction.
  • the method for keeping the Vickers hardness of the shaft portion 121 of the rivet 12 within the above range is not particularly limited. Factors that affect the hardness of the steel rivet 12 are, for example, carbon equivalent Ceq, heat treatment conditions, and the like. The Vickers hardness of the shaft portion 121 of the rivet 12 may be controlled by appropriately combining these elements.
  • the carbon equivalent Ceq of the rivet 12 may be 0.025 to 0.215% by mass.
  • Ceq is a value obtained by the following formula 1.
  • Ceq C + Si / 24 + Mn / 6 + Ni / 40 + Cr / 5 + Mo / 4 + V / 14 ⁇ Equation 1>
  • the mass% of the component contained in the rivet is substituted for the element symbol included in the formula 1, and zero is substituted for the element not contained.
  • Ceq is a hardenability index of steel, and the larger it is, the greater the hardness after quenching.
  • the cooling method of the rivet 12 is not particularly limited. When the Ceq of the rivet 12 is high, the rivet 12 may be naturally cooled by leaving the rivet joint 1 in the atmosphere after the energization is completed. There is a slight time lag between the end of energization of the rivet 12 and the release of the rivet 12 from the electrode A, and heat transfer from the rivet 12 to the electrode A often occurs during this time.
  • the rivet 12 may be accelerated and cooled by bringing the electrode A through which the refrigerant is circulated inside into contact with the rivet 12. Accelerated cooling may be performed using a holding time, which is the time from when the energization of the rivet 12 is completed until the rivet 12 is released from the electrode A. From the viewpoint of improving productivity, the holding time is preferably 3 seconds or less. The holding time is more preferably 0.01 seconds or more and 1.0 seconds or less. The holding time is optimally 0.1 seconds or more and 0.8 seconds or less.
  • the temper energization may be performed on the rivet 12.
  • the rivet 12 can be softened.
  • additional heat treatment may be performed.
  • the joint structure 1 may be tempered in a furnace. That is, since the rivet 12 is heated at the time of riveting and subsequently cooled, it is preferable to control the hardness of the shaft portion 121 of the rivet 12 by using this, but other heat treatment is performed. May be good.
  • the joining strength of the rivet joint can be further increased.
  • the rivet welding method according to the present embodiment may be one or more welding methods selected from the group consisting of spot welding, laser welding, and arc welding such as MAG welding, MIG welding, CO 2 welding, and plasma welding. It may further have a step of joining a plurality of plate members 11. Welding may be performed before or after riveting. From the viewpoint of ensuring the assembly accuracy of the parts, it is desirable to perform rivet joining after welding because the plurality of plate members 11 are fixed at the time of welding, so that the variation in the assembly accuracy of the parts to be joined becomes small. In the case of spot welding, it is more desirable to perform rivet welding after spot welding, or to perform temporary fixing by spot welding to perform rivet welding, and then to perform additional striking by spot welding.
  • spot welding it is more desirable to perform rivet welding after spot welding, or to perform temporary fixing by spot welding to perform rivet welding, and then to perform additional striking by spot welding.
  • the rivet joining method according to the present embodiment may further include a step of applying the adhesive 13 between the plurality of plate materials 11 at least around the through holes 111, and then stacking the plurality of plate materials 11. ..
  • the plate material 11 is adhered.
  • the adhesive 13 needs to be applied before the plurality of plate materials 11 are stacked and the rivet 12 is passed through the plate material 11.
  • the adhesive may be cured by heating in a baking step on an electrodeposition coating line after riveting.
  • a reaction-curing adhesive the adhesive is cured by a lapse of time after the rivet bonding.
  • the rivet joining method according to the present embodiment has an advantage that the application location of the adhesive 13 is not limited because the explosion does not occur.
  • the rigidity of the joint can be further improved.
  • a sealer may be applied between the plate materials 11. The sealer enhances the water resistance and corrosion resistance of the rivet joint 1.
  • a resin adhesive tape such as ionomer may be used as the adhesive layer.
  • the sealer may be applied so as to cover the rivet head. This makes it possible to prevent water from entering through the gap between the rivet head and the steel plate.
  • at least one metal plate may be subjected to chemical conversion treatment and coating before rivet joining. As a result, contact corrosion between dissimilar materials can be further suppressed and corrosion resistance can be improved.
  • FIG. 5 shows an example (bumper) of the rivet joint 1 in which the rivet 12 and other joining means are used in combination.
  • the rivet joint 1 black circle portion in FIG. 5 according to the present embodiment is applied to a portion where the stress applied at the time of collision is expected to be high, and another joining means is applied at other portions.
  • a spot welded portion 2 formed by inexpensive spot welding white circle portion in FIG. 5 may be adopted.
  • the top surface of the head portion 122 and / or the deformed portion 123 is the shaft portion 121.
  • the shaft portion 121 may be located closer to the shaft portion 121 than a position 0.6 mm away from the surface 112 of the plate member 11 in the vicinity of the rivet 12 in the direction along the axis of the shaft portion 121 toward the side away from the shaft portion 121.
  • the surface 112 (outer surface) of the plate material 11 means a surface of the plate material 11 that is not in contact with other plate materials.
  • the head 122 and / or the deformed portion 123 is suppressed from protruding from the plate material 11 (or the height of the protruding portion is suppressed within 0.6 mm), and the head 122 and / or the deformed portion 123 and , Interference with other parts can be suppressed.
  • the top surface of the deformed portion 123 of the rivet 12 is closer to the shaft portion 121 than the surface 112 (outer surface) of the plate member 11 in the vicinity of the rivet 12.
  • FIG. 6 and 8 the top surface of the deformed portion 123 of the rivet 12 is closer to the shaft portion 121 than the surface 112 (outer surface) of the plate member 11 in the vicinity of the rivet 12.
  • the top surfaces of both the head portion 122 and the deformed portion 123 of the rivet 12 have a shaft portion 121 rather than the surface 112 (outer surface) of the plate material 11 for each of the plate materials 11 in the vicinity of the rivet 12.
  • the top surface of the head 122 and / or the deformed portion 123 is closer to the shaft portion 121 than the surface 112 (outer surface) of the plate material in the vicinity of the rivet 12, but the head 122 and / or The top surface of the deformed portion 123 may protrude from the outer surface by a maximum of 0.6 mm. That is, in FIGS.
  • the broken line shown in FIGS. 6 to 8 indicates a surface corresponding to the surface 112 of the plate material.
  • the head surface 122 and / or the top surface of the deformed portion 123 is oriented along the axis of the shaft portion 121.
  • the shaft portion 121 may be located closer to the shaft portion 121 than the position 0.6 mm away from the surface 112 of the plate member 11 in the vicinity of the rivet 12.
  • the one on the deformed portion 123 side is deformed to the deformed portion 123 side in the vicinity of the rivet 12.
  • the two plate materials on the head 122 side are deformed to the head 122 side in the vicinity of the rivet 12, and the two plate materials on the deformed portion 123 side are rivets.
  • the two plate materials on the deformed portion 123 side are deformed to the deformed portion 123 side in the vicinity of the rivet 12, and the two plate materials on the head 122 side are rivets. In the vicinity of 12, it is deformed corresponding to the other plate material.
  • the rivet joint 1 according to the present embodiment has a plurality of stacked plate members 11 each having a through hole 111, and a shaft portion 121 penetrating the through hole 111, and the plurality of plate members 11
  • the Vickers hardness of the axial center and the radial center of the shaft portion 121 of the rivet 12 is 130 HV or more and less than 300 HV.
  • the rivet joint 1 according to the present embodiment has a plurality of stacked plate members 11 having through holes 111, a shaft portion 121 inserted through the through holes 111 of the plurality of plate materials 11, and both ends of the shaft portion 121.
  • the hardness is 130 HV or more and less than 300 HV.
  • the configuration of the plurality of plate materials 11 is not particularly limited. Further, the configuration of the through hole 111 formed in the plate material 11 through which the rivet 12 is inserted is not particularly limited. These specific examples are as described in detail in the description of the method for manufacturing the rivet joint according to the present embodiment.
  • the diameters of the through holes 111 in the plurality of plate materials 11 may be the same or different. In a normal rivet joint, it is considered preferable to make the diameter of the through hole 111 constant from the viewpoint of reducing the gap between the joints.
  • the rivet joint 1 according to the present embodiment since the rivet 12 is heated and softened, the gap can be sufficiently reduced even if the diameter of the through hole 111 is not the same for each plate material 11. Therefore, in the rivet joint 1 according to the present embodiment, even if the diameters of the through holes 111 are different, the outer wall of the shaft portion 121 of the rivet 12 has a shape along the inner wall of the through holes 111.
  • the degree of difference in diameter of the through hole 111 is not particularly limited, but for example, the difference in diameter of the through hole 111 in the adjacent plate member 11 is preferably in the range of 0.3 mm to 3 mm.
  • the rivet 12 includes a shaft portion 121, a head portion 122 provided at both ends of the shaft portion 121, and a deformed portion 123.
  • the shaft portion 121 penetrates through holes 111 of the plurality of plate members 11, and the head portion 122 and the deformed portion 123 sandwich the plurality of plate members 11, whereby the shaft portion 121 crimps and joins the plurality of plate members 11.
  • the deformed portion 123 is formed by crushing the tip of the shaft portion 121.
  • Specific examples of the configuration (shape, material, surface treatment, etc.) of the rivet 12 are as described in detail in the description of the method for manufacturing the rivet joint according to the present embodiment.
  • the Vickers hardness of the axial center and the radial center of the shaft portion 121 of the rivet 12 (hereinafter, "the Vickers hardness of the axial center and the radial center portion of the shaft portion 121" is referred to as the shaft portion.
  • the Vickers hardness of 121) is 130 HV or more and less than 300 HV.
  • the Vickers hardness of the shaft portion 121 of the rivet 12 may be 150 HV or more, 180 HV or more, or 200 HV or more.
  • the Vickers hardness of the shaft portion 121 of the rivet 12 may be 280 HV or less, 250 HV or less, or 220 HV or less.
  • the chemical composition of the rivet 12 is not particularly limited.
  • the rivet 12 may have a chemical component such that the carbon equivalent Ceq calculated by the formula 1 is 0.025 to 0.215% by mass.
  • Ceq C + Si / 24 + Mn / 6 + Ni / 40 + Cr / 5 + Mo / 4 + V / 14 ⁇ Equation 1>
  • the mass% of the component contained in the rivet 12 is substituted for the element symbol included in the formula 1, and zero is substituted for the element not contained.
  • Ceq is a hardenability index of steel, and the larger it is, the greater the hardness after quenching.
  • the Vickers hardness of the shaft portion of the rivet can be set to 130 HV or more and less than 300 HV by appropriately selecting the heat treatment conditions.
  • the rivet joint 1 may further have one or more welded portions selected from the group consisting of a spot welded portion, a laser welded portion, and an arc welded portion. As described above, the joint strength of the rivet joint 1 can be further increased by combining a plurality of joining means.
  • the rivet joint 1 may further have an adhesive arranged around a through hole 111 between at least a plurality of plate members 11. Further, the rivet joint 1 may further have a sealer arranged between the plurality of plate members 11. As a result, the water resistance and corrosion resistance of the rivet joint 1 are enhanced.
  • An automobile part according to another aspect of the present invention has a rivet joint according to the present embodiment.
  • the automobile parts according to the present embodiment have high joint strength.
  • the automobile parts according to the present embodiment are, for example, bumpers and B-pillars, which are important members for ensuring collision safety.
  • FIG. 9 shows a cross-sectional view of a B-pillar which is an example of an automobile part according to the present embodiment.
  • FIG. 10 shows a cross-sectional view of a bumper which is an example of an automobile part according to the present embodiment.
  • a pillars, side sills, floor members, front side members, rear side members, front suspension towers, tunnel reinforcements, dash panels, torque boxes, seat frames, seat rails, battery case frames, and joints between these pillars may be used as the automobile parts according to the present embodiment.
  • Steel rivets having various configurations are passed through through holes of two stacked steel plates, sandwiched between a pair of electrodes, and pressurized and energized using these to deform the tip of the shaft of the rivet. And further cooling the rivets to create various rivet joints.
  • the two steel sheets were hot stamped steel sheets having a tensile strength of 2000 MPa class.
  • the thickness of the two steel plates is 1.4 mm, and the chemical composition of the two steel plates is 0.34% C-0.2% Si-1.2% Mn-0.2% Cr-0.02% Ti. -0.0015% B (unit: mass%, balance iron and impurities).
  • the shape of the rivet was as shown in Table 1.
  • Table 1 also shows the hole diameters of the plate materials.
  • the rivet was pressurized and energized using a spot welder.
  • the conditions for pressurization and energization were as shown in Table 2. It was confirmed that the maximum temperature reached at the shaft of the rivet was 900 ° C. or higher.
  • CTS Cross tensile strength
  • the rivet was cut along the central axis of the rivet and the cross section was appropriately prepared. Next, the Vickers hardness was measured at three locations corresponding to the center of the shaft portion of the rivet in the longitudinal direction. If there was a shrinkage inside the rivet, the Vickers hardness was measured at the place where there was no shrinkage. The load in the hardness measurement was 0.5 kgf. The average value of the measured hardness was regarded as the Vickers hardness of the shaft of the rivet.
  • Samples B to J are joint structures obtained by a manufacturing method in which the Vickers hardness of the shaft portion of the rivet after cooling is 130 HV or more and less than 300 HV. In these samples, the axial force was secured, and the CTS of 10.0 kN or more was secured. Therefore, it can be said that these samples B to J were rivet joints having joints having high cross tensile strength and axial force.
  • CTS was insufficient. It is presumed that this is because the Vickers hardness of the shaft of the rivet was insufficient. Axial force was insufficient in samples K and L. It is presumed that this is because the Vickers hardness of the shaft portion of the rivet is excessive and the rivet length is increased. In addition, CTS was also insufficient in sample L. It is presumed that this is because the shaft hardness was too high and embrittlement occurred.
  • a method for manufacturing a rivet joint capable of manufacturing a joint having a high cross tensile strength (CTS) and an axial force, and a rivet joint having a joint having a high cross tensile strength and an axial force.
  • CTS cross tensile strength
  • a rivet joint having a joint having a high cross tensile strength and an axial force be able to. Since the automobile parts according to the present invention have high cross tensile strength and axial force, various contributions such as improvement of collision safety of automobiles can be expected. Therefore, the present invention has high industrial applicability.
  • Rivet joint 11 Plate material 111 Through hole 112 Plate material surface 12 Rivet 121 Shaft portion 122 Head 123 Deformation portion 13 Adhesive 2 Spot welded portion A Electrode

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Insertion Pins And Rivets (AREA)
  • Connection Of Plates (AREA)

Abstract

A method for manufacturing a rivet joint according to one embodiment of the present invention includes: passing the shaft of a steel rivet through the through-holes of a plurality of overlapping sheet members; sandwiching the rivet between a pair of electrodes in the axial direction of the rivet; applying pressure and energizing the rivet via the pair of electrodes to compress the tip of the shaft of the rivet; and cooling the rivet, and imparting a prescribed Vickers hardness to the center in the axial direction and the center in the radial direction of the shaft of the cooled rivet of 130 HV to less than 300 HV.

Description

リベット継手の製造方法、リベット継手、及び自動車部品How to manufacture rivet fittings, rivet fittings, and automobile parts
 本発明は、リベット継手の製造方法、リベット継手、及び自動車部品に関する。
 本願は、2020年3月30日に、日本に出願された特願2020-060160号に基づき優先権を主張し、その内容をここに援用する。
The present invention relates to a method for manufacturing a rivet joint, a rivet joint, and an automobile part.
The present application claims priority based on Japanese Patent Application No. 2020-060160 filed in Japan on March 30, 2020, the contents of which are incorporated herein by reference.
 自動車の軽量化、及び衝突安全性の向上を目的として、高強度鋼板の適用が勧められている。しかしながら、高強度鋼板から構成されるスポット溶接継手には、母材鋼板の引張強さが780MPaを超えると十字引張強さ(Cross Tension Strength、CTS)が低下するという課題がある。 The application of high-strength steel sheets is recommended for the purpose of reducing the weight of automobiles and improving collision safety. However, the spot welded joint made of a high-strength steel plate has a problem that the cross tension strength (CTS) decreases when the tensile strength of the base steel plate exceeds 780 MPa.
 スポット溶接継手の強度が低下すると、非常に厳しい条件における衝突などにより部材が変形した時に溶接部の破断が生じる恐れがある。従って、たとえ鋼板の強度を向上させたとしても、部材全体としての耐荷重が不足する恐れがある。そこで、高強度鋼板から構成される継手の強度を向上させる接合方法が求められている。 If the strength of the spot welded joint is reduced, the welded part may break when the member is deformed due to a collision under extremely severe conditions. Therefore, even if the strength of the steel sheet is improved, the load capacity of the member as a whole may be insufficient. Therefore, there is a demand for a joining method for improving the strength of a joint made of high-strength steel plate.
 継手の十字引張強さを向上させる手段の一つとして、本発明者らはリベット接合に着目した。リベット接合とは、鋼板に貫通孔を形成し、この貫通孔に頭部と軸部とを有するリベットを通し、リベットの軸部の先端を室温で塑性変形させ、そしてリベットの頭部及び塑性変形部によって鋼板をかしめる接合法である。本発明者らは、高強度鋼板をリベット接合することにより得られる継手(リベット接合継手)の十字引張強さが、スポット溶接継手のそれよりも、著しく高いことを知見した。鋼板を機械的に接合するリベット接合によれば、接合部の脆化が生じないので、高強度鋼板から構成される接合継手のCTSを高く保持可能であると考えられる。 The present inventors focused on rivet joining as one of the means for improving the cross tensile strength of the joint. In rivet joining, a through hole is formed in a steel sheet, a rivet having a head and a shaft portion is passed through the through hole, the tip of the shaft portion of the rivet is plastically deformed at room temperature, and the head and plastic deformation of the rivet are formed. This is a joining method in which a steel plate is crimped depending on the part. The present inventors have found that the cross tensile strength of a joint (rivet joint) obtained by rivet-joining a high-strength steel plate is significantly higher than that of a spot-welded joint. According to the rivet joining in which the steel plates are mechanically joined, the joint portion is not embrittled, so that it is considered that the CTS of the joined joint made of the high-strength steel plate can be held high.
 一方、本発明者らの実験によれば、鋼製リベットを用いて継手構造を製造すると、リベットを軸として板材が相互に回転可能な状態となった。これは、リベットの頭部と変形部とによる締結力(軸力)が不足しているからであると考えられた。リベット接合を2箇所以上で実施すれば、板材は回転しない。しかしながら、接合部における軸力不足している場合、接合部にてがたつきが生じ、継手全体の剛性が低下するおそれがあると本発明者らは考えた。 On the other hand, according to the experiments by the present inventors, when the joint structure was manufactured using the steel rivet, the plate materials were in a state where they could rotate with each other around the rivet. It was considered that this was because the fastening force (axial force) between the head of the rivet and the deformed portion was insufficient. If rivet joining is performed at two or more locations, the plate material will not rotate. However, the present inventors have considered that if the axial force at the joint is insufficient, rattling may occur at the joint and the rigidity of the entire joint may decrease.
 ところで、リベット継手の製造方法に関し、例えば以下のような技術が開示されている。 By the way, regarding the manufacturing method of the rivet joint, for example, the following technology is disclosed.
 特許文献1には、締結具によって2個以上の構成部材を互いに結合させる方法であって、各構成部材は、穴を備えるとともに、前記構成部材は、前記穴が互いに重なり合って前記締結具を前記穴内において受けるように配置され、前記穴内に配置される前記締結具は、機械的に加圧および加熱されることで、前記締結具が変形させられて、以って前記構成部材が互いに結合させられる方法において、前記締結具は本質的に前記締結具の変形段階においてのみ加熱されて、前記締結具から結合させられる前記構成部材への熱伝達が最小限に抑えられ、結合は、前記締結具と前記構成部材とのいずれもが金属間合金群の材料に含まれる同一または同様の合金により製作されて行なわれることを特徴とする方法が開示されている。 Patent Document 1 describes a method in which two or more constituent members are connected to each other by a fastener. Each constituent member is provided with a hole, and the constituent member has the holes overlapped with each other to form the fastener. The fasteners are arranged to be received in the holes, and the fasteners arranged in the holes are mechanically pressurized and heated to deform the fasteners so that the components are coupled to each other. In the above method, the fasteners are essentially heated only during the deformation stage of the fasteners to minimize heat transfer from the fasteners to the components to be coupled so that the fasteners are coupled. Disclosed is a method characterized in that both and the constituent members are made of the same or similar alloy contained in the material of the intermetallic alloy group.
 特許文献2には、1対の電極の間にリベットの頭部と先端部分とをはさんで通電加熱すると共に押圧してリベッティングする方法において、リベットの頭部裏面と被リベット材との間に、断面積が小さく、且つ、リベット穴にリベットの軸部が十分密着充填すると共に、又は、それ以後に、頭部裏面と被リベット材とが接触するような高さを有する間座部を設けて、リベッティングすることを特徴とするリベッティング方法が開示されている。 In Patent Document 2, in a method in which a head portion and a tip portion of a rivet are sandwiched between a pair of electrodes, energized heating is performed, and the rivet is pressed and riveted, the back surface of the head surface of the rivet and the material to be rivet are separated. A spacer having a small cross-sectional area and a height such that the shaft portion of the rivet is sufficiently closely filled in the rivet hole, or after that, the back surface of the head and the rivet material come into contact with each other is provided. A riveting method characterized by riveting is disclosed.
 特許文献3には、リベットを電極ではさみ、電気を通して抵抗熱により加熱し、加圧成形を行うリベットの締結方法において、通電加熱後一旦成形側頭部電極をリベットから話して、リベットの先端部まで加熱をゆきわたらせることを特徴とするリベットの締結方法が開示されている。 Patent Document 3 describes in a method of fastening a rivet in which a rivet is sandwiched between electrodes and heated by resistance heat through electricity to perform pressure molding. A method of fastening a rivet is disclosed, which comprises heating the rivet.
 特許文献4には、結合されるべき少なくとも2部材に貫通して形成されるリベット穴を少なくとも一部テーパ状穴に形成し、このリベット穴にリベットを嵌合させ、通電かしめによりリベットの軸部をテーパ状穴に沿った形状に膨出変形させ、通電かしめ後のリベットの熱収縮によりリベットの軸部とテーパ状穴とを密着させ隙間なく結合させることを特徴とするリベットの通電かしめによる部材結合方法が開示されている。ここで、通電かしめ時のリベット温度は700~900℃であるとされている。 In Patent Document 4, at least a part of a rivet hole formed through at least two members to be joined is formed as a tapered hole, the rivet is fitted into the rivet hole, and the shaft portion of the rivet is subjected to energization caulking. Is bulged and deformed into a shape along the tapered hole, and the shaft portion of the rivet and the tapered hole are brought into close contact with each other by heat shrinkage of the rivet after energization caulking, and the member is joined by energization caulking of the rivet. The binding method is disclosed. Here, the rivet temperature at the time of energization caulking is said to be 700 to 900 ° C.
 特許文献5には、複数のワークを、リベットを用いて結合するリベット締め方法であって、複数のワークに挿通したリベットを1対の電極間に挟んで加圧した状態で通電し、通電によるリベット自体の抵抗発熱でリベットを軟化させて、リベットの端部をかしめる、ことを特徴とするリベット締め方法が開示されている。 Patent Document 5 is a rivet tightening method in which a plurality of workpieces are joined by using rivets, in which the rivets inserted through the plurality of workpieces are sandwiched between a pair of electrodes and energized in a pressurized state, and the energization is performed. A rivet tightening method characterized in that the rivet is softened by the resistance heat generation of the rivet itself and the end portion of the rivet is crimped is disclosed.
 しかし、特許文献1~5のいずれにおいても、リベット継手の十字引張強さ及び軸力について何ら検討されておらず、また、これらを向上させるための構成についても十分に検討されていない。 However, in any of Patent Documents 1 to 5, the cross tensile strength and axial force of the rivet joint have not been examined at all, and the configuration for improving these has not been sufficiently examined.
日本国特表2006-507128号公報Japan Special Table 2006-507128 日本国特開昭55-27456号公報Japanese Patent Application Laid-Open No. 55-27456 日本国特開昭53-78486号公報Japanese Patent Application Laid-Open No. 53-78486 日本国特開昭61-165247号公報Japanese Patent Application Laid-Open No. 61-165247 日本国特開平10-205510号公報Japanese Patent Application Laid-Open No. 10-205510
 本発明は、十字引張強さ(CTS)及び軸力が高い接合部を製造可能なリベット継手の製造方法、並びに、十字引張強さ及び軸力が高い接合部を有するリベット継手及び自動車部品を提供することを課題とする。 The present invention provides a method for manufacturing a rivet joint capable of manufacturing a joint having a high cross tensile strength (CTS) and an axial force, and a rivet joint and an automobile part having a joint having a high cross tensile strength and an axial force. The task is to do.
 本発明の要旨は以下の通りである。
(1)本発明の一態様に係るリベット継手の製造方法は、鋼製のリベットの軸部を、重ねられた複数の板材の貫通孔に通すこと、前記リベットを、前記リベットの軸方向に一対の電極の間に挟むこと、一対の前記電極で、前記リベットを加圧及び通電して、前記リベットの軸部の先端を潰すこと、及び、前記リベットを冷却し、冷却後の前記リベットの前記軸部の軸方向の中心かつ径方向の中心の箇所のビッカース硬さを130HV以上300HV未満とすること、を備える。
(2)上記(1)に記載のリベット継手の製造方法は「スポット溶接、レーザ溶接、及びアーク溶接からなる群から選択される一種以上の溶接方法によって複数の前記板材を接合することをさらに有してもよい。
(3)上記(1)又は(2)に記載のリベット継手の製造方法は、複数の前記板材の間の、少なくとも前記貫通孔の周辺に接着剤を塗布して、次いで複数の前記板材を重ねることをさらに有してもよい。
(4)上記(1)~(3)のいずれか一項に記載のリベット継手の製造方法では、隣接する複数の前記板材における、前記貫通孔の直径の差が0.3mm~3mmの範囲内であってもよい。
(5)上記(1)~(4)のいずれか一項に記載のリベット継手の製造方法では、前記通電によって、前記リベットの前記軸部の最高到達温度を900℃超にしてもよい。
(6)上記(1)~(5)のいずれか一項に記載のリベット継手の製造方法では、前記リベットの、式1によって算出される炭素当量Ceqを0.025~0.215質量%としてもよい。
 Ceq=C+Si/24+Mn/6+Ni/40+Cr/5+Mo/4+V/14 <式1>
 ここで、前記式1に含まれる元素記号には、前記リベットが含有する成分の質量%を代入し、含有されない元素に関しては、ゼロを代入する。
(7)本発明の別の態様に係るリベット継手は、それぞれに貫通孔を備える、重ねられた複数の板材と、軸部が前記貫通孔を貫通し、前記複数の板材をかしめるリベットと、を備え、前記リベットの前記軸部の軸方向の中心かつ径方向の中心の箇所のビッカース硬さが130HV以上300HV未満である。
(8)上記(7)に記載のリベット継手は、スポット溶接部、レーザ溶接部、及びアーク溶接部からなる群から選択される一種以上の溶接部をさらに有してもよい。
(9)上記(7)又は(8)に記載のリベット継手は、複数の前記板材の間の、少なくとも前記貫通孔の周辺に配された接着剤をさらに有してもよい。
(10)上記(7)~(9)のいずれか一項に記載のリベット継手では、隣接する複数の前記板材における、前記貫通孔の直径の差が0.3mm~3mmの範囲内であってもよい。
(11)上記(7)~(10)のいずれか一項に記載のリベット継手では、前記リベットの、式1によって算出される炭素当量Ceqが0.025~0.215質量%であってもよい。
 Ceq=C+Si/24+Mn/6+Ni/40+Cr/5+Mo/4+V/14 <式1>
 ここで、前記式1に含まれる元素記号には、前記リベットが含有する成分の質量%を代入し、含有されない元素に関しては、ゼロを代入する。
(12)本発明の別の態様に係る自動車部品は、上記(7)~(11)のいずれか一項に記載のリベット継手を備える。
The gist of the present invention is as follows.
(1) The method for manufacturing a rivet joint according to one aspect of the present invention is to pass a shaft portion of a steel rivet through through holes of a plurality of stacked plate materials, and pair the rivets in the axial direction of the rivet. To sandwich the rivet between the electrodes, pressurize and energize the rivet with the pair of the electrodes to crush the tip of the shaft portion of the rivet, and cool the rivet to cool the rivet. The rivets hardness of the axial center and the radial center of the shaft portion is set to 130 HV or more and less than 300 HV.
(2) The method for manufacturing a rivet joint according to (1) above further includes joining a plurality of the plate members by one or more welding methods selected from the group consisting of spot welding, laser welding, and arc welding. You may.
(3) In the method for manufacturing a rivet joint according to the above (1) or (2), an adhesive is applied between a plurality of the plate materials at least around the through hole, and then the plurality of the plate materials are laminated. You may have more of that.
(4) In the method for manufacturing a rivet joint according to any one of (1) to (3) above, the difference in diameter of the through holes in the plurality of adjacent plate materials is within the range of 0.3 mm to 3 mm. It may be.
(5) In the method for manufacturing a rivet joint according to any one of (1) to (4) above, the maximum temperature of the shaft portion of the rivet may be set to exceed 900 ° C. by the energization.
(6) In the method for manufacturing a rivet joint according to any one of (1) to (5) above, the carbon equivalent Ceq calculated by the formula 1 of the rivet is 0.025 to 0.215% by mass. May be good.
Ceq = C + Si / 24 + Mn / 6 + Ni / 40 + Cr / 5 + Mo / 4 + V / 14 <Equation 1>
Here, the mass% of the component contained in the rivet is substituted for the element symbol included in the formula 1, and zero is substituted for the element not contained.
(7) The rivet joint according to another aspect of the present invention includes a plurality of stacked plate materials each having a through hole, and a rivet in which a shaft portion penetrates the through hole and crimps the plurality of plate materials. The Vickers hardness of the axial center and the radial center of the shaft portion of the rivet is 130 HV or more and less than 300 HV.
(8) The rivet joint according to (7) above may further have one or more welds selected from the group consisting of spot welds, laser welds, and arc welds.
(9) The rivet joint according to (7) or (8) above may further have an adhesive arranged between the plurality of plate materials, at least around the through hole.
(10) In the rivet joint according to any one of (7) to (9) above, the difference in diameter of the through holes in the plurality of adjacent plate materials is within the range of 0.3 mm to 3 mm. May be good.
(11) In the rivet joint according to any one of (7) to (10) above, even if the carbon equivalent Ceq calculated by the formula 1 of the rivet is 0.025 to 0.215% by mass. good.
Ceq = C + Si / 24 + Mn / 6 + Ni / 40 + Cr / 5 + Mo / 4 + V / 14 <Equation 1>
Here, the mass% of the component contained in the rivet is substituted for the element symbol included in the formula 1, and zero is substituted for the element not contained.
(12) The automobile part according to another aspect of the present invention includes the rivet joint according to any one of (7) to (11) above.
 本発明によれば、十字引張強さ(CTS)及び軸力が高い接合部を製造可能なリベット継手の製造方法、並びに、十字引張強さ及び軸力が高い接合部を有するリベット継手及び自動車部品を提供することができる。 According to the present invention, a method for manufacturing a rivet joint capable of manufacturing a joint having a high cross tensile strength (CTS) and an axial force, and a rivet joint and an automobile part having a joint having a high cross tensile strength and an axial force. Can be provided.
本実施形態に係るリベット継手の製造方法を示す図である。It is a figure which shows the manufacturing method of the rivet joint which concerns on this embodiment. 本実施形態に係るリベット継手の製造方法を示す図である。It is a figure which shows the manufacturing method of the rivet joint which concerns on this embodiment. 本実施形態に係るリベット継手の製造方法を示す図である。It is a figure which shows the manufacturing method of the rivet joint which concerns on this embodiment. 本実施形態に係るリベット継手の製造方法を示す図である。It is a figure which shows the manufacturing method of the rivet joint which concerns on this embodiment. 本実施形態に係るリベット継手の一例を示す断面図である。It is sectional drawing which shows an example of the rivet joint which concerns on this embodiment. 貫通孔の大きさが板材ごとに異なるリベット継手の一例を示す断面図である。It is sectional drawing which shows an example of the rivet joint which the size of a through hole is different for each plate material. 貫通孔の周辺に配された接着剤をさらに有するリベット継手を示す断面図である。It is sectional drawing which shows the rivet joint which further has an adhesive arranged around the through hole. リベット継手と、他の接合手段とを併用したバンパーの斜視図である。It is a perspective view of the bumper which used the rivet joint and other joining means together. リベットと他の部品との干渉を防止するための手段の一例を示す断面図である。It is sectional drawing which shows an example of the means for preventing the interference between a rivet and other parts. リベットと他の部品との干渉を防止するための手段の一例を示す断面図である。It is sectional drawing which shows an example of the means for preventing the interference between a rivet and other parts. リベットと他の部品との干渉を防止するための手段の一例を示す断面図である。It is sectional drawing which shows an example of the means for preventing the interference between a rivet and other parts. 本実施形態に係る自動車部品の一例であるBピラーの断面図である。It is sectional drawing of the B pillar which is an example of the automobile parts which concerns on this embodiment. 本実施形態に係る自動車部品の一例であるバンパーの断面図である。It is sectional drawing of the bumper which is an example of the automobile parts which concerns on this embodiment.
 本発明者らは、十字引張強さ(CTS)及び軸力が高い接合部を製造する方法について、さらなる検討を重ねた。その結果、鋼製リベットの硬さを低くすることにより、軸力が高められることが知見された。 The present inventors have further studied a method for producing a joint having high cross tensile strength (CTS) and axial force. As a result, it was found that the axial force can be increased by lowering the hardness of the steel rivet.
 リベットの硬さを低くすることによって軸力が高められる理由は明らかではないが、本発明者らは、リベットのミクロ組織に生じるマルテンサイトが影響していると推定している。 The reason why the axial force is increased by lowering the hardness of the rivet is not clear, but the present inventors presume that the martensite generated in the microstructure of the rivet has an effect.
 板材のリベット接合は、リベットを加熱し、リベットの先端を変形させ、次いでリベットを冷却することにより行われる。リベットの加熱温度が十分に高く、且つリベットの冷却速度が十分に大きい場合、リベットの冷却の際にリベットが焼入れされて、リベットの硬さが増大する。硬さの増大は、マルテンサイト変態によって生じると考えられる。 The rivet joining of the plate material is performed by heating the rivet, deforming the tip of the rivet, and then cooling the rivet. If the heating temperature of the rivet is sufficiently high and the cooling rate of the rivet is sufficiently high, the rivet is hardened when the rivet is cooled, and the hardness of the rivet is increased. The increase in hardness is thought to be caused by martensitic transformation.
 ここで、鋼のマルテンサイト変態は、鋼の体積を膨張させる働きを有する。リベットの先端を変形させた後でリベットにマルテンサイト変態が生じると、リベットの軸の長さが増大し、リベットの頭部とリベット先端の変形部との間隔が増大し、軸力が損なわれるのではないかと本発明者らは推定している。 Here, the martensitic transformation of steel has the function of expanding the volume of steel. When martensitic transformation occurs in the rivet after deforming the tip of the rivet, the length of the shaft of the rivet increases, the distance between the head of the rivet and the deformed part of the tip of the rivet increases, and the axial force is impaired. The present inventors presume that this is the case.
 以上の知見に基づいて得られた本発明の一態様に係るリベット継手の製造方法(以下、リベット接合方法と略す場合がある)は、図1A~図1Dに示されるように、鋼製のリベット12の軸部121を、重ねられた複数の板材11の貫通孔111に通すこと、リベット12を、リベット12の軸方向に一対の電極Aの間に挟むこと、一対の電極Aで、リベット12を加圧及び通電して、リベット12の軸部121の先端を潰すこと、及び、リベット12を冷却し、冷却後のリベット12の軸部121の軸方向の中心かつ径方向の中心の箇所のビッカース硬さを130HV以上300HV未満とすること、を備える。換言すると、本発明の一態様に係るリベット12継手の製造方法は、鋼製のリベット12を、重ねられた複数の板材11の通し穴111に挿通させる工程と、リベット12を一対の電極Aの間に挟む工程と、一対の電極Aを介して、リベット12に加圧及び通電し、リベット12の軸部121の先端の変形を生じさせる工程と、リベット12を冷却する工程と、を備え、冷却の後のリベット12の軸部121の平均ビッカース硬さを130HV以上300HV未満とする。以下、この製造方法について詳細に説明する。 The method for manufacturing a rivet joint according to one aspect of the present invention (hereinafter, may be abbreviated as a rivet joining method) obtained based on the above findings is a steel rivet as shown in FIGS. 1A to 1D. The shaft portion 121 of the 12 is passed through the through holes 111 of the plurality of stacked plate members 11, the rivet 12 is sandwiched between the pair of electrodes A in the axial direction of the rivet 12, and the rivet 12 is formed by the pair of electrodes A. Pressurize and energize to crush the tip of the shaft portion 121 of the rivet 12, and cool the rivet 12 at the axial center and radial center of the shaft portion 121 of the rivet 12 after cooling. The rivets hardness is set to 130 HV or more and less than 300 HV. In other words, the method for manufacturing the rivet 12 joint according to one aspect of the present invention includes a step of inserting the steel rivet 12 into the through holes 111 of the plurality of stacked plate members 11 and the rivet 12 of the pair of electrodes A. It includes a step of sandwiching the rivet 12, a step of pressurizing and energizing the rivet 12 via a pair of electrodes A to cause deformation of the tip of the shaft portion 121 of the rivet 12, and a step of cooling the rivet 12. The average Vickers hardness of the shaft portion 121 of the rivet 12 after cooling is set to 130 HV or more and less than 300 HV. Hereinafter, this manufacturing method will be described in detail.
 まず、リベット12の軸部121を、重ねられた複数の板材の貫通孔111に通し、リベットの軸方向に一対の電極Aの間に挟む。板材11は、リベット継手1の母材となる。リベット12は、通常、軸部121及び頭部122を有し、この軸部121の先端は、リベッティングによって塑性変形されて変形部123を構成する。頭部122は、変形部123とともに板材11を挟持する(かしめる)働きを有する。なお、頭部122を有しないリベット12を貫通孔111に通し、軸部121の両端を塑性変形させたとしても、板材11をかしめることが可能である。この場合、2つの変形部123のうち一方を頭部122とみなすことができる。 First, the shaft portion 121 of the rivet 12 is passed through the through holes 111 of the plurality of stacked plate materials, and sandwiched between the pair of electrodes A in the axial direction of the rivet. The plate material 11 serves as a base material for the rivet joint 1. The rivet 12 usually has a shaft portion 121 and a head portion 122, and the tip of the shaft portion 121 is plastically deformed by riveting to form a deformed portion 123. The head portion 122 has a function of sandwiching (caulking) the plate member 11 together with the deformed portion 123. Even if the rivet 12 having no head portion 122 is passed through the through hole 111 and both ends of the shaft portion 121 are plastically deformed, the plate material 11 can be crimped. In this case, one of the two deformed portions 123 can be regarded as the head 122.
 板材11の構成は特に限定されない。例えば、板材11を鋼板、特に高強度鋼板(例えば引張強さTSが約590MPa以上の鋼板)とした場合、リベット継手1の強度を向上させることができて好ましい。また、本実施形態に係るリベット接合方法は、CTS低下を招く脆化を高強度鋼板に生じさせないので、高強度鋼板の接合に適用された場合に、高いCTSを有するリベット継手1を提供することができる。高強度鋼板の引張強さが980MPa以上である場合、CTSに関し、本実施形態に係るリベット接合の優位性は、スポット溶接に対して一層顕著となる。より好適には引張強さが1180MPa級以上、さらに最適には1500MPa以上である。引張強さの上限は特に限定されないが、例えば2700MPa以下としてもよい。また、板材11をアルミ板、CFRP板、及びチタン板などとしてもよい。溶接による接合とは異なり、本実施形態に係るリベット接合では、板材11の材質を異ならせてもよい。例えば、鋼板とアルミ板との組み合わせ、又は鋼板とCFRP板との組み合わせでもよい。板材の配置には特に規定はないが、材質の異なる板材の場合、融点の低い板材をリベット12の頭部122側に配置しても良い。板材11に種々の表面処理がなされていてもよい。例えば、板材11がGAめっき、GIめっき、EGめっき、Zn-Mgめっき、Zn-Alめっき、Zn-Niめっき、Zn-Al-Mgめっき、Alめっき、塗装、並びにホットスタンプによって母材金属と合金化されたZn系めっき(Zn-Fe、Zn-Ni-Fe)及びAl系めっき(Al-Fe-Si)等を有してもよい。 The configuration of the plate material 11 is not particularly limited. For example, when the plate material 11 is a steel plate, particularly a high-strength steel plate (for example, a steel plate having a tensile strength TS of about 590 MPa or more), the strength of the rivet joint 1 can be improved, which is preferable. Further, since the rivet joining method according to the present embodiment does not cause embrittlement causing a decrease in CTS in the high-strength steel sheet, the rivet joint 1 having a high CTS when applied to joining the high-strength steel sheet is provided. Can be done. When the tensile strength of the high-strength steel sheet is 980 MPa or more, the superiority of the rivet joint according to the present embodiment becomes more remarkable with respect to CTS over spot welding. More preferably, the tensile strength is 1180 MPa class or more, and more preferably 1500 MPa or more. The upper limit of the tensile strength is not particularly limited, but may be, for example, 2700 MPa or less. Further, the plate material 11 may be an aluminum plate, a CFRP plate, a titanium plate, or the like. Unlike the joining by welding, in the rivet joining according to the present embodiment, the material of the plate material 11 may be different. For example, a combination of a steel plate and an aluminum plate, or a combination of a steel plate and a CFRP plate may be used. The arrangement of the plate materials is not particularly specified, but in the case of plate materials of different materials, a plate material having a low melting point may be arranged on the head 122 side of the rivet 12. Various surface treatments may be applied to the plate material 11. For example, the plate material 11 is alloyed with the base metal by GA plating, GI plating, EG plating, Zn-Mg plating, Zn-Al plating, Zn-Ni plating, Zn-Al-Mg plating, Al plating, painting, and hot stamping. It may have a modified Zn-based plating (Zn—Fe, Zn—Ni—Fe), Al-based plating (Al—Fe—Si), and the like.
 板材11の板厚にも特に限定はなく、例えば0.5mm~3.6mmとしてもよい。板材11の厚さを異ならせてもよい。板材11の枚数も特に限定されない。本実施形態に係るリベット接合の説明においては、板材11の枚数を2枚と仮定するが、枚数を3枚以上とすることも妨げられない。好適な組み合わせとして例えば、板厚が約1.6mmの板材と約2.3mmの板材との2枚重ね、又は板厚が0.75mmの板材と、1.8mmの板材と、1.2mmの板材との3枚重ねが挙げられる。板材の好適な組み合わせの範囲として例えば、板厚が約0.6mm~2.9mmの板材と0.6mm~2.9mmの板材との2枚重ね、又は板厚が0.6mm~1.6mm板材と、0.6mm~2.9mmの板材と、0.6mm~2.9mmの板材との3枚重ねが挙げられる。板材は、冷間もしくは熱間でのプレス成形、冷間でのロール成形、ハイドロフォーム成形、又はホットブロー成形された成形品であっても良い。また、板材はパイプ状に成形されていても良い。 The plate thickness of the plate material 11 is not particularly limited, and may be, for example, 0.5 mm to 3.6 mm. The thickness of the plate material 11 may be different. The number of plate materials 11 is also not particularly limited. In the description of the rivet joining according to the present embodiment, it is assumed that the number of plate members 11 is two, but it is not hindered that the number of plate members is three or more. As a suitable combination, for example, a plate material having a plate thickness of about 1.6 mm and a plate material having a plate thickness of about 2.3 mm are laminated, or a plate material having a plate thickness of 0.75 mm, a plate material having a thickness of 1.8 mm, and a plate material having a thickness of 1.2 mm. Three layers with a plate material can be mentioned. As a range of suitable combinations of plate materials, for example, two plates having a plate thickness of about 0.6 mm to 2.9 mm and a plate material having a plate thickness of 0.6 mm to 2.9 mm are stacked, or a plate thickness is 0.6 mm to 1.6 mm. Examples thereof include three layers of a plate material, a plate material of 0.6 mm to 2.9 mm, and a plate material of 0.6 mm to 2.9 mm. The plate material may be a molded product obtained by cold or hot press molding, cold roll molding, hydrofoam molding, or hot blow molding. Further, the plate material may be formed in a pipe shape.
 貫通孔111の形状は、例えば円形等とすることができる。一方、貫通孔111の形状が4角形、5角形、6角形、8角形など多角形であってもよい。これらの多角形の角部に曲率を持たせても良い。また、貫通孔111の形状が楕円、又は、円の一部に凸部あるいは凹部がある形状であっても良い。貫通孔111を円形状以外の形状とすることにより、リベット接合した板材が、貫通孔のリベットを中心に回転することを防止したり、接合部のガタつきを軽減したりすることができるので、さらに望ましい。 The shape of the through hole 111 can be, for example, a circular shape. On the other hand, the shape of the through hole 111 may be a polygon such as a quadrangle, a pentagon, a hexagon, or an octagon. The corners of these polygons may have curvature. Further, the shape of the through hole 111 may be an ellipse or a shape having a convex portion or a concave portion in a part of the circle. By making the through hole 111 into a shape other than the circular shape, it is possible to prevent the plate material joined by rivets from rotating around the rivet of the through hole and to reduce the rattling of the joint portion. More desirable.
 リベット12を通すための貫通孔111は、レーザ切断、金型を用いた打ち抜き、ドリルを用いた穿孔等の任意の手段で形成することができる。板材11がホットスタンプ鋼板である場合は、熱間での金型打ち抜き、あるいはレーザ切断によって貫通孔111を形成することが望ましい。 The through hole 111 for passing the rivet 12 can be formed by any means such as laser cutting, punching using a die, and drilling using a drill. When the plate material 11 is a hot stamped steel plate, it is desirable to form the through hole 111 by hot stamping of a die or laser cutting.
 貫通孔111の大きさは板材11の深さ方向に一定であってもよい。一方、深さ方向に貫通孔111の大きさが相違する段形状、またはテーパ形状を、貫通孔111に適用してもよい。また、複数の被接合材間の貫通孔111の中心軸は一致していなくても良い。 The size of the through hole 111 may be constant in the depth direction of the plate material 11. On the other hand, a stepped shape or a tapered shape in which the size of the through hole 111 differs in the depth direction may be applied to the through hole 111. Further, the central axes of the through holes 111 between the plurality of materials to be joined do not have to be the same.
 複数の板材11における貫通孔111の直径(貫通孔111が円形でない場合は、円相当径)は、図2に示されるように同一であってもよいし、一方図3に示されるように相違していてもよい。通常のリベット接合においては、接合部の隙間を減少させる観点から、貫通孔111の直径を一定化することが好ましいと考えられる。一方、本実施形態に係るリベット継手の製造方法では、リベット12を加熱して軟化させるので、たとえ貫通孔111の直径が板材11毎に同一でなくとも、隙間を十分に減少させることができる。これにより、接合された状態における軸径を拡大できるため、TSSの向上に寄与する。また、貫通孔111の大きさに差を設けることにより、応力緩和効果や、リベット12を通す作業の効率化が期待できる。貫通孔111の直径の相違の程度は特に限定されないが、例えば、隣接する板材11における貫通孔111の直径の差が0.3mm~3mmの範囲内であることが好ましい。リベット12を通す作業の容易化の観点では、リベット12の入り口となる側(リベットの頭部がある側)とは逆側の板材の貫通孔の直径を大きくする方が好ましい。これにより、リベット12の先端が貫通孔111の中で詰まることを防止できる。 The diameters of the through holes 111 (in the case where the through holes 111 are not circular, the equivalent circle diameters) in the plurality of plate materials 11 may be the same as shown in FIG. 2, while they are different as shown in FIG. You may be doing it. In normal rivet joining, it is considered preferable to make the diameter of the through hole 111 constant from the viewpoint of reducing the gap between the joints. On the other hand, in the method for manufacturing a rivet joint according to the present embodiment, since the rivet 12 is heated and softened, the gap can be sufficiently reduced even if the diameter of the through hole 111 is not the same for each plate material 11. As a result, the shaft diameter in the joined state can be increased, which contributes to the improvement of TSS. Further, by providing a difference in the size of the through hole 111, a stress relaxation effect and an improvement in the efficiency of the work of passing the rivet 12 can be expected. The degree of difference in diameter of the through hole 111 is not particularly limited, but for example, the difference in diameter of the through hole 111 in the adjacent plate member 11 is preferably in the range of 0.3 mm to 3 mm. From the viewpoint of facilitating the work of passing the rivet 12, it is preferable to increase the diameter of the through hole of the plate material on the side opposite to the side that becomes the entrance of the rivet 12 (the side where the rivet head is located). As a result, it is possible to prevent the tip of the rivet 12 from being clogged in the through hole 111.
 また、貫通孔111の直径の最小値は、この貫通孔111に通すリベットの軸部の直径の最大値よりも0.1mm~5mm大きいことが望ましい。両者の差が0.1mmより小さいと、リベットを通しにくくなる。一方、両者の差が5mmより大きいと、貫通孔111の隙間を十分に充填させることが難しくなる。より望ましくは、貫通孔111の直径の最小値と、この貫通孔111に通すリベットの軸部の直径の最大値との差は0.3mm~3mmの範囲であり、最適には0.3mm~1.5mmの範囲である。また、複数の被接合材間の穴111の中心軸のずれは1.5mm以内が望ましく、0.75mm以下がさらに望ましい。 Further, it is desirable that the minimum value of the diameter of the through hole 111 is 0.1 mm to 5 mm larger than the maximum value of the diameter of the shaft portion of the rivet passing through the through hole 111. If the difference between the two is smaller than 0.1 mm, it becomes difficult to pass the rivet. On the other hand, if the difference between the two is larger than 5 mm, it becomes difficult to sufficiently fill the gap of the through hole 111. More preferably, the difference between the minimum value of the diameter of the through hole 111 and the maximum value of the diameter of the shaft portion of the rivet passing through the through hole 111 is in the range of 0.3 mm to 3 mm, and optimally 0.3 mm to 3 mm. The range is 1.5 mm. Further, the deviation of the central axis of the holes 111 between the plurality of materials to be joined is preferably 1.5 mm or less, and more preferably 0.75 mm or less.
 リベット12は、後述するように、その軸部121の軸方向の中心かつ径方向の中心の箇所の硬さが、リベット接合の完了後に130HV以上300HV未満となるように構成される必要がある。しかしながら、この要求が満たされる限り、リベット12の態様は特に限定されない。 As will be described later, the rivet 12 needs to be configured so that the hardness of the axial center and the radial center portion of the shaft portion 121 is 130 HV or more and less than 300 HV after the completion of the rivet joint. However, as long as this requirement is satisfied, the aspect of the rivet 12 is not particularly limited.
 例えば、リベット12の形状は特に限定されず、母材となる板材11の厚さ及び機械特性、並びに貫通孔111の大きさなどに応じて適宜選択することができる。例えば、リベット12の軸部121の径(軸部121の断面が円形ではない場合は、軸部121の円相当径)は、継手強度を確保する観点から3mm以上としてもよい。また、軸部121の径が大きすぎると電流密度が低下し変形部が形成しづらくなる。そのため、軸部121の径の上限は12mm以下としても良い。軸部121の長さ(リベット12の長さから、頭部122の厚さを除いた値)は、板材11の合計板厚より大きくする必要があり、頭部があるリベットの場合、好ましくは、以下の範囲内とする。
  板材の合計板厚+軸部の径×0.3≦軸部の長さ≦板材の合計板厚+軸部の径×2.0
For example, the shape of the rivet 12 is not particularly limited, and can be appropriately selected depending on the thickness and mechanical properties of the plate material 11 as the base material, the size of the through hole 111, and the like. For example, the diameter of the shaft portion 121 of the rivet 12 (when the cross section of the shaft portion 121 is not circular, the diameter corresponding to the circle of the shaft portion 121) may be 3 mm or more from the viewpoint of ensuring the joint strength. Further, if the diameter of the shaft portion 121 is too large, the current density decreases and it becomes difficult to form the deformed portion. Therefore, the upper limit of the diameter of the shaft portion 121 may be 12 mm or less. The length of the shaft portion 121 (the value obtained by subtracting the thickness of the head 122 from the length of the rivet 12) needs to be larger than the total plate thickness of the plate members 11, and in the case of a rivet having a head, it is preferable. , Within the following range.
Total plate thickness + shaft diameter x 0.3 ≤ shaft length ≤ total plate thickness + shaft diameter x 2.0
 リベット12の軸部121の長さを、板材11の合計板厚+軸部121の径×0.3より大きくすることにより、軸部121の先端を変形させた後のかしめ部(変形部123)の大きさを確保し、継手強度を一層高めることができる。軸部121の長さを板材11の合計板厚+軸部121の径×2.0以下とすることにより、製造効率を高めることができる。 By making the length of the shaft portion 121 of the rivet 12 larger than the total plate thickness of the plate material 11 + the diameter of the shaft portion 121 × 0.3, the crimped portion (deformed portion 123) after the tip of the shaft portion 121 is deformed. ) Can be secured and the joint strength can be further increased. By setting the length of the shaft portion 121 to the total plate thickness of the plate material 11 + the diameter of the shaft portion 121 × 2.0 or less, the manufacturing efficiency can be improved.
 また、頭部がないリベットの場合は、軸部121の長さ(即ちリベット12の長さ)は、好ましくは以下の範囲内とする。
  板材の合計板厚+軸部の径×0.6≦軸部の長さ≦板材の合計板厚+軸部の径×4.0
 頭部がないリベットを用いて接合する場合、リベットの両端を変形させる必要がある。そのため、頭部が無いリベットの軸部121の長さは、頭部があるリベットのそれより大きくすることが好ましい。
Further, in the case of a rivet without a head, the length of the shaft portion 121 (that is, the length of the rivet 12) is preferably within the following range.
Total plate thickness + shaft diameter x 0.6 ≤ shaft length ≤ total plate thickness + shaft diameter x 4.0
When joining using rivets without a head, it is necessary to deform both ends of the rivet. Therefore, it is preferable that the length of the shaft portion 121 of the rivet without the head is larger than that of the rivet with the head.
 なお、軸部121の径は一定であってもよい。一方、軸部121の先端に向かって、軸部121の径が減少する形状(いわゆるテーパ形状)をリベット12が有してもよい。テーパ部が、軸部121の全体にわたって形成されていても、軸部121の先端付近にのみ形成されていてもよい。テーパ形状を有するリベット12は、貫通孔111に通しやすいので好ましい。 The diameter of the shaft portion 121 may be constant. On the other hand, the rivet 12 may have a shape (so-called taper shape) in which the diameter of the shaft portion 121 decreases toward the tip of the shaft portion 121. The tapered portion may be formed over the entire shaft portion 121, or may be formed only near the tip of the shaft portion 121. The tapered rivet 12 is preferable because it can easily pass through the through hole 111.
 リベット12の頭部122の形状は、一般的なフランジ形状とすればよい。例えば頭部122の形状を、半球形(いわゆる丸頭)、円盤形(いわゆる平頭)、又は表面側が平らで根本が円錐形となる形状(いわゆる皿頭)とすることができる。頭部122の平面視での形状は、例えば円形、四角形、又は六角形など多角形とすることができる。頭部122の電極側の中心部に、位置決め用の凹部が設けられていてもよい。また、頭部122の座部(被接合材と接触する面)に、軸部121を取り囲む凹部(いわゆる座部アンダーカット)が設けられていてもよい。このような凹部は、頭部122に弾性を付与し、これによりリベット12のかしめ力を一層増大させる。また、頭部122の座部(被接合材と接触する面)に、1つ以上の突起部が設けられていても良い。このような突起部は、リベッティング時に被接合材にめり込むこと、又は被接合材と接合部とを形成することにより、リベット12のかしめ力を一層増大させる。突起部の形状は、円状、多角形状、軸部を囲むリング状が挙げられる。 The shape of the head 122 of the rivet 12 may be a general flange shape. For example, the shape of the head 122 can be hemispherical (so-called round head), disk-shaped (so-called flat head), or a shape with a flat surface side and a conical root (so-called countersunk head). The shape of the head 122 in a plan view can be a polygon such as a circle, a quadrangle, or a hexagon. A recess for positioning may be provided at the center of the head 122 on the electrode side. Further, the seat portion (the surface in contact with the material to be joined) of the head portion 122 may be provided with a recess (so-called seat portion undercut) surrounding the shaft portion 121. Such recesses impart elasticity to the head 122, thereby further increasing the caulking force of the rivet 12. Further, one or more protrusions may be provided on the seat portion (the surface in contact with the material to be joined) of the head 122. Such a protrusion further increases the caulking force of the rivet 12 by sinking into the material to be joined during riveting or forming the material to be joined and the joint. Examples of the shape of the protrusion include a circular shape, a polygonal shape, and a ring shape surrounding the shaft portion.
 リベット12は、その頭部122を用いて板材11をかしめる。そのため、頭部122の直径は、貫通孔111の直径より1.5mm以上大きくすることが好ましい。また、頭部122の厚みは0.8mm~5mmとすることが好ましい。頭部122の厚みが0.8mm未満だと、継手強度が十分に得られない。一方、頭部122の厚みが5mm超であると頭部が大きすぎ、他部品との干渉がおきやすくなる。頭部122のないリベット12の場合、リベット接合後の変形されたリベット端(即ち、変形部123)の直径は、貫通孔111の直径より1.5mm以上大きいことが好ましい。また、変形されたリベット端の厚みは、0.8mm~5mmとすることが好ましい。 The rivet 12 crimps the plate material 11 using its head 122. Therefore, it is preferable that the diameter of the head 122 is 1.5 mm or more larger than the diameter of the through hole 111. The thickness of the head 122 is preferably 0.8 mm to 5 mm. If the thickness of the head 122 is less than 0.8 mm, sufficient joint strength cannot be obtained. On the other hand, if the thickness of the head 122 is more than 5 mm, the head is too large and interference with other parts is likely to occur. In the case of the rivet 12 without the head 122, the diameter of the deformed rivet end (that is, the deformed portion 123) after the rivet joining is preferably 1.5 mm or more larger than the diameter of the through hole 111. The thickness of the deformed rivet end is preferably 0.8 mm to 5 mm.
 リベットは、例えば、コイル線材を切断し、これを切削加工、もしくは冷間鍛造加工することによって製造される。生産性の観点では、リベットの加工方法は、冷間鍛造加工が望ましい。リベットは加工ままで用いてもよいが、加工後に熱処理をしてから接合に供しても良い。 The rivet is manufactured, for example, by cutting a coil wire and cutting it or cold forging it. From the viewpoint of productivity, the rivet processing method is preferably cold forging. The rivet may be used as it is processed, or may be heat-treated after processing and then used for joining.
 リベット12は、表面処理がされていないものでよい。一方、継手構造1に耐食性が必要な場合は、リベット12に表面処理がなされていてもよい。例えばリベット12に、亜鉛系めっき、アルミ系めっき、クロム系めっき、ニッケル系めっき、及びクロメート処理などがされても良い。 The rivet 12 may be one that has not been surface-treated. On the other hand, if the joint structure 1 is required to have corrosion resistance, the rivet 12 may be surface-treated. For example, the rivet 12 may be subjected to zinc-based plating, aluminum-based plating, chrome-based plating, nickel-based plating, chromate treatment, or the like.
 次に、一対の電極Aで、リベット12に加圧及び通電して、リベット12の軸部121の先端を潰す(いわゆるリベッティング)。リベット12への通電は、リベット12に抵抗発熱を生じさせ、リベット12を軟化させ、これにより先端の変形を容易にする働きを有する。 Next, the pair of electrodes A pressurizes and energizes the rivet 12 to crush the tip of the shaft portion 121 of the rivet 12 (so-called riveting). The energization of the rivet 12 causes the rivet 12 to generate heat of resistance and softens the rivet 12, thereby facilitating the deformation of the tip.
 本実施形態に係るリベット接合では、電極Aを用いてリベット12に加圧した後で、リベット12に通電することが好ましい。加圧した状態で通電を開始すると、軸部121の軟化及び軸部121の先端の変形が生じる。この場合、リベット12を電極Aの間に挟み込み、リベット12を加圧し、リベット12に通電し、そしてリベット12を冷却するという手順で、接合が実施されることになる。しかしながら、リベット12への加熱の開始のタイミング、及びリベット12への加圧の開始のタイミングは、上述の好ましい例に限定されない。 In the rivet joining according to the present embodiment, it is preferable to pressurize the rivet 12 using the electrode A and then energize the rivet 12. When energization is started in a pressurized state, the shaft portion 121 is softened and the tip of the shaft portion 121 is deformed. In this case, the joining is performed by sandwiching the rivet 12 between the electrodes A, pressurizing the rivet 12, energizing the rivet 12, and cooling the rivet 12. However, the timing of the start of heating to the rivet 12 and the timing of the start of pressurization of the rivet 12 are not limited to the above-mentioned preferable examples.
 リベット12は、板材11が重ね合わされた後で、例えば、リベット供給装置により貫通孔111に挿入される。そして、例えばスポット溶接機を用いて、リベットを加圧しながらリベットを通電加熱する。リベット12への加圧条件及び通電条件(電流値、電圧値、及び通電時間等)は特に限定されず、リベット12の形状及び材質に応じて適宜選択することができる。従って、当業者であれば、種々の条件でリベット12への加圧及び通電を実施することにより、リベット12の形状及び材質に応じた最適な加圧、通電の条件を検討することができる。 The rivet 12 is inserted into the through hole 111 by, for example, a rivet supply device after the plate members 11 are overlapped with each other. Then, for example, using a spot welder, the rivet is energized and heated while pressurizing the rivet. The pressurizing condition and energizing condition (current value, voltage value, energizing time, etc.) of the rivet 12 are not particularly limited, and can be appropriately selected depending on the shape and material of the rivet 12. Therefore, a person skilled in the art can examine the optimum pressurizing and energizing conditions according to the shape and material of the rivet 12 by performing the pressurizing and energizing the rivet 12 under various conditions.
 リベット12の加圧力及び通電条件として、例えば以下のものを例示することができる。下表において、電圧値の記載は省略されている。電圧値はリベット12及び電流値に応じて決まるからである。リベット12の軸部121の径を増大させた場合、電流値及び通電時間の一方又は両方を増大させて、入熱量を増大させればよい。
・リベット軸径  :4mm~10mm
・リベット軸長さ :5mm~12mm
・電流値     :4kA~16kA
・加圧力     :250kgf~600kgf
・通電時間    :0.2~1.0秒
・保持時間    :0.1~1.0秒
As the pressing force and energizing conditions of the rivet 12, for example, the following can be exemplified. In the table below, the description of the voltage value is omitted. This is because the voltage value is determined according to the rivet 12 and the current value. When the diameter of the shaft portion 121 of the rivet 12 is increased, one or both of the current value and the energization time may be increased to increase the amount of heat input.
-Rivet shaft diameter: 4 mm to 10 mm
-Rivet shaft length: 5 mm to 12 mm
・ Current value: 4kA to 16kA
-Pressure: 250 kgf-600 kgf
・ Energization time: 0.2 to 1.0 seconds ・ Holding time: 0.1 to 1.0 seconds
 リベット12への加圧及び通電は、一対の電極Aを用いて行う。一対の電極Aの構成は特に限定されない。例えば、スポット溶接用の電極は加圧及び通電を実施することが可能であるので、これを用いて本実施形態に係るリベット接合を行ってもよい。電極Aの形状は、リベット12の形状に合わせて適宜選択することができる。例えば電極Aは、フラット型電極、シングルR型、CF型、及びDR型等であっても良い。電極Aの材質の例としては、導電性に優れたクロム銅、アルミナ分散銅、及びクロムジルコニウム銅等が挙げられる。 Pressurization and energization of the rivet 12 is performed using a pair of electrodes A. The configuration of the pair of electrodes A is not particularly limited. For example, since the electrode for spot welding can be pressurized and energized, the rivet joint according to the present embodiment may be performed using this. The shape of the electrode A can be appropriately selected according to the shape of the rivet 12. For example, the electrode A may be a flat type electrode, a single R type, a CF type, a DR type, or the like. Examples of the material of the electrode A include chrome copper, alumina-dispersed copper, and chrome zirconium copper having excellent conductivity.
 溶接機の電源の例としては、単相交流、直流インバータ、及び交流インバータ等が挙げられる。ガンの形式の例としては、定置式もしくはC型、又はX型等が挙げられる。電極Aがリベットに印加する加圧力は、例えば150kgf~1000kgfである。加圧力は、好適には250kgf~600kgfである。加圧力の設定値は一定値で良いが、必要に応じて、加圧力を変化させても良い。電極によるリベットの加圧方向は、リベットの軸が伸びる方向に対して、10°以下の角度とすることが、良好な接合部を得る観点から望ましい。より望ましくは、リベットの加圧方向とリベットの軸線方向とがなす角度は4°以下である。また、通電終了後の保持時間の間に加圧力を変化させてもよい。通電時間は、例えば0.15秒~2秒である。通電時間は好適には0.2秒~1秒である。通電回数は1回でも良い(いわゆる単通電)が、必要に応じて2段通電、3段以上の多段通電や電流を調整して焼き戻しのテンパー通電を行っても良い。また、パルス通電や、電流を徐々に上げるアップスロープ、電流を徐々に下げるダウンスロープの通電でも良い。 Examples of power sources for welding machines include single-phase AC, DC inverters, AC inverters, and the like. Examples of the type of gun include stationary type, C type, X type and the like. The pressing force applied to the rivet by the electrode A is, for example, 150 kgf to 1000 kgf. The pressing force is preferably 250 kgf to 600 kgf. The set value of the pressing force may be a constant value, but the pressing force may be changed as needed. The pressure direction of the rivet by the electrode is preferably an angle of 10 ° or less with respect to the direction in which the axis of the rivet extends, from the viewpoint of obtaining a good joint. More preferably, the angle formed by the pressurizing direction of the rivet and the axial direction of the rivet is 4 ° or less. Further, the pressing force may be changed during the holding time after the end of energization. The energizing time is, for example, 0.15 seconds to 2 seconds. The energizing time is preferably 0.2 seconds to 1 second. The number of times of energization may be one (so-called single energization), but if necessary, two-stage energization, three-stage or more multi-stage energization, or tempering temper energization by adjusting the current may be performed. Further, pulse energization, an upslope that gradually increases the current, and a downslope that gradually decreases the current may be energized.
 通電加熱の際の加熱条件は特に限定されないが、例えば、リベットの軸部の最高到達温度を900℃超としてもよい。リベットの軸部の最高到達温度を900℃超にすることにより、リベットの軟化を促進し、リベット12と板材11の貫通孔111との間の隙間を減少させることができる。これにより、継手強度が一層向上する。リベットの軸部の最高到達温度の上限値は特に規定されない。例えば、リベットの一部に溶融が生じてもよい。 The heating conditions for energization heating are not particularly limited, but for example, the maximum temperature reached at the shaft of the rivet may be over 900 ° C. By setting the maximum temperature of the shaft portion of the rivet to more than 900 ° C., the softening of the rivet can be promoted and the gap between the rivet 12 and the through hole 111 of the plate material 11 can be reduced. As a result, the joint strength is further improved. The upper limit of the maximum temperature reached at the shaft of the rivet is not specified. For example, melting may occur in a part of the rivet.
 軟化されたリベット12を加圧し、その軸部121の先端を変形させた後で、リベット12を冷却する。これにより、複数の板材11がリベット12によってかしめられ、接合される。具体的には、リベット12の頭部122、及びリベット12の軸部121のつぶされた先端(即ち変形部123)によって、複数の板材11がかしめられる。 The softened rivet 12 is pressurized, the tip of the shaft portion 121 thereof is deformed, and then the rivet 12 is cooled. As a result, the plurality of plate members 11 are crimped and joined by the rivets 12. Specifically, the plurality of plate members 11 are crimped by the head 122 of the rivet 12 and the crushed tip (that is, the deformed portion 123) of the shaft portion 121 of the rivet 12.
 本実施形態に係るリベット継手の製造方法では、冷却の後のリベット12の軸部121の、軸方向の中心かつ径方向の中心の箇所のビッカース硬さを130HV以上300HV未満とする必要がある。以下、「軸部121の、軸方向の中心かつ径方向の中心の箇所のビッカース硬さ」を、単に軸部121のビッカース硬さと称する。
 本発明者らの実験によれば、リベット12の軸部121のビッカース硬さを130HV以上とすることにより、継手構造1の十字引張強さ(CTS)を確保することができる。一方、リベット12の軸部121のビッカース硬さを300HV未満とすることにより、リベット12の軸力を確保することができる。リベット12の軸部121の硬さと、リベット12の軸力との間に相関がある理由は現時点で明らかではないが、本発明者らは、リベット12の軸部121の硬さを向上させる働きを有するマルテンサイトが、リベット12の軸部121の長さを増大させ、リベット12の軸力を低下させていると推定している。十字引張強さ、及び軸力の両方を確保するために、リベット12の軸部121のビッカース硬さは130HV以上300HV未満の範囲内とされる必要がある。リベット12の軸部121のビッカース硬さを150HV以上、180HV以上、又は200HV以上としてもよい。リベット12の軸部121のビッカース硬さを280HV以下、250HV以下、又は220HV以下としてもよい。
In the method for manufacturing a rivet joint according to the present embodiment, the Vickers hardness of the shaft portion 121 of the rivet 12 after cooling at the center in the axial direction and the center in the radial direction needs to be 130 HV or more and less than 300 HV. Hereinafter, "the Vickers hardness of the shaft portion 121 at the center in the axial direction and the center in the radial direction" is simply referred to as the Vickers hardness of the shaft portion 121.
According to the experiments by the present inventors, the cross tensile strength (CTS) of the joint structure 1 can be ensured by setting the Vickers hardness of the shaft portion 121 of the rivet 12 to 130 HV or more. On the other hand, by setting the Vickers hardness of the shaft portion 121 of the rivet 12 to less than 300 HV, the axial force of the rivet 12 can be secured. The reason why there is a correlation between the hardness of the shaft portion 121 of the rivet 12 and the axial force of the rivet 12 is not clear at this time, but the present inventors have a function of improving the hardness of the shaft portion 121 of the rivet 12. It is presumed that the martensite having the above increases the length of the shaft portion 121 of the rivet 12 and decreases the axial force of the rivet 12. In order to secure both the cross tensile strength and the axial force, the Vickers hardness of the shaft portion 121 of the rivet 12 needs to be within the range of 130 HV or more and less than 300 HV. The Vickers hardness of the shaft portion 121 of the rivet 12 may be 150 HV or more, 180 HV or more, or 200 HV or more. The Vickers hardness of the shaft portion 121 of the rivet 12 may be 280 HV or less, 250 HV or less, or 220 HV or less.
 リベット12の軸部121の、軸方向の中心かつ径方向の中心の箇所のビッカース硬さは、以下の手順により測定される。リベット12を、リベット12の中心軸に沿って切断し、断面を適宜調製する。次いで、リベット12の軸部121の長手方向中央にあたる箇所(換言すると、リベット12の頭部122(頭部がないリベットを用いた場合は、2つの変形部の中間)と板材11とが接する面、及び、リベット12の変形部123と板材11とが接する面の中間にあたる個所)において、3か所、ビッカース硬さを測定する。なお、リベット12の内部に引け巣が生じている場合は、引け巣が無い箇所(引け巣より0.2mm以上離れた位置)においてビッカース硬さを測定する。硬さ測定における荷重は0.5kgとする。この硬さ測定値の平均値が、リベット12の軸部121の、軸方向の中心かつ径方向の中心の箇所のビッカース硬さである。 The Vickers hardness of the shaft portion 121 of the rivet 12 at the axial center and the radial center is measured by the following procedure. The rivet 12 is cut along the central axis of the rivet 12 and the cross section is appropriately prepared. Next, the surface where the head portion 122 of the rivet 12 (in the middle of the two deformed portions when a rivet without a head is used) and the plate member 11 are in contact with each other at the center of the shaft portion 121 of the rivet 12 in the longitudinal direction. And, the Vickers hardness is measured at three places (a place in the middle of the surface where the deformed part 123 of the rivet 12 and the plate material 11 come into contact with each other). If a shrinkage nest is formed inside the rivet 12, the Vickers hardness is measured at a place where there is no shrinkage nest (a position 0.2 mm or more away from the shrinkage nest). The load in the hardness measurement is 0.5 kg. The average value of the measured hardness values is the Vickers hardness of the shaft portion 121 of the rivet 12 at the center in the axial direction and the center in the radial direction.
 リベット12の軸部121のビッカース硬さを上述の範囲内とするための方法は特に限定されない。鋼製のリベット12の硬さに影響を及ぼす要素は、例えば、炭素当量Ceq、及び熱処理条件等である。これらの要素を適宜組み合わせることによって、リベット12の軸部121のビッカース硬さを制御すればよい。 The method for keeping the Vickers hardness of the shaft portion 121 of the rivet 12 within the above range is not particularly limited. Factors that affect the hardness of the steel rivet 12 are, for example, carbon equivalent Ceq, heat treatment conditions, and the like. The Vickers hardness of the shaft portion 121 of the rivet 12 may be controlled by appropriately combining these elements.
 例えば、リベット12の炭素当量Ceqを、0.025~0.215質量%としてもよい。Ceqは、下記式1によって求められる値である。
  Ceq=C+Si/24+Mn/6+Ni/40+Cr/5+Mo/4+V/14 
 <式1>
 ここで、前記式1に含まれる元素記号には、前記リベットが含有する成分の質量%を代入し、含有されない元素に関しては、ゼロを代入する。Ceqは鋼の焼入れ性指標であり、これが大きいほど、焼入れ後の硬さが大きくなる。Ceqを0.025~0.215質量%の範囲内とすることにより、冷却の後のリベットの軸部の平均ビッカース硬さを130HV以上300HV未満とすることが容易となる。
For example, the carbon equivalent Ceq of the rivet 12 may be 0.025 to 0.215% by mass. Ceq is a value obtained by the following formula 1.
Ceq = C + Si / 24 + Mn / 6 + Ni / 40 + Cr / 5 + Mo / 4 + V / 14
<Equation 1>
Here, the mass% of the component contained in the rivet is substituted for the element symbol included in the formula 1, and zero is substituted for the element not contained. Ceq is a hardenability index of steel, and the larger it is, the greater the hardness after quenching. By setting Ceq in the range of 0.025 to 0.215% by mass, it becomes easy to set the average Vickers hardness of the shaft portion of the rivet after cooling to 130 HV or more and less than 300 HV.
 また、リベット12の冷却速度が高いほど、リベット12の軸部121のビッカース硬さが大きくなる。従って、リベット12のCeqと、冷却速度とを適宜制御すれば、冷却の後のリベット12の軸部121のビッカース硬さを130HV以上300HV未満とすることができる。リベット12の冷却方法は特に限定されない。リベット12のCeqが高い場合は、通電終了後に、リベット継手1を大気中に放置することで、リベット12を自然冷却させてもよい。なお、リベット12への通電を終了してから、リベット12を電極Aから離すまでの間に若干のタイムラグが存在し、この間にリベット12から電極Aへの熱移動が生じることが多い。また、リベット12のCeqが低い場合は、内部に冷媒を流通させた電極Aをリベット12に接触させることなどにより、リベット12を加速冷却してもよい。加速冷却は、リベット12への通電が終了してから、リベット12を電極Aから解放するまでの時間である保持時間を用いて実施すれば良い。生産性向上の観点から、保持時間は3秒以下が望ましい。保持時間は、より望ましくは0.01秒以上1.0秒以下である。保持時間は、最適には0.1秒以上0.8秒以下である。 Further, the higher the cooling rate of the rivet 12, the greater the Vickers hardness of the shaft portion 121 of the rivet 12. Therefore, if the Ceq of the rivet 12 and the cooling rate are appropriately controlled, the Vickers hardness of the shaft portion 121 of the rivet 12 after cooling can be set to 130 HV or more and less than 300 HV. The cooling method of the rivet 12 is not particularly limited. When the Ceq of the rivet 12 is high, the rivet 12 may be naturally cooled by leaving the rivet joint 1 in the atmosphere after the energization is completed. There is a slight time lag between the end of energization of the rivet 12 and the release of the rivet 12 from the electrode A, and heat transfer from the rivet 12 to the electrode A often occurs during this time. Further, when the Ceq of the rivet 12 is low, the rivet 12 may be accelerated and cooled by bringing the electrode A through which the refrigerant is circulated inside into contact with the rivet 12. Accelerated cooling may be performed using a holding time, which is the time from when the energization of the rivet 12 is completed until the rivet 12 is released from the electrode A. From the viewpoint of improving productivity, the holding time is preferably 3 seconds or less. The holding time is more preferably 0.01 seconds or more and 1.0 seconds or less. The holding time is optimally 0.1 seconds or more and 0.8 seconds or less.
 また、上述したように、テンパー通電をリベット12に行ってもよい。これにより、リベット12を軟化させることができる。さらに、リベット12を冷却した後で、追加の熱処理を行ってもよい。例えば、継手構造1を炉内で焼戻してもよい。即ち、リベット12には、リベッティングの際の加熱及びこれに続く冷却が行われるので、これを用いてリベット12の軸部121の硬さを制御することが好ましいが、これ以外の熱処理を行ってもよい。 Further, as described above, the temper energization may be performed on the rivet 12. As a result, the rivet 12 can be softened. Further, after cooling the rivet 12, additional heat treatment may be performed. For example, the joint structure 1 may be tempered in a furnace. That is, since the rivet 12 is heated at the time of riveting and subsequently cooled, it is preferable to control the hardness of the shaft portion 121 of the rivet 12 by using this, but other heat treatment is performed. May be good.
 本実施形態に係るリベット継手の製造方法では、他の接合手段を併用することも妨げられない。異なる2種以上の接合手段を組み合わせることにより、リベット継手の接合強度を一層高めることができる。 In the method for manufacturing a rivet joint according to the present embodiment, it is not hindered to use other joining means together. By combining two or more different types of joining means, the joining strength of the rivet joint can be further increased.
 例えば、本実施形態に係るリベット接合方法が、スポット溶接、レーザ溶接、及びアーク溶接例えばMAG溶接、MIG溶接、CO溶接、及びプラズマ溶接等)からなる群から選択される一種以上の溶接方法によって複数の板材11を接合する工程をさらに有してもよい。溶接は、リベット接合の前に行われても後に行われてもよい。部品の組立て精度確保の観点からは、溶接後にリベット接合をすると、溶接時に複数の板材11が固定されるため、接合する部品の組み付け精度ばらつきが小さくなり、望ましい。スポット溶接の場合、スポット溶接後にリベット接合を行うか、あるいは、スポット溶接で仮止めをしてリベット接合を行い、その後にスポット溶接で増し打ちを実施することがより望ましい。 For example, the rivet welding method according to the present embodiment may be one or more welding methods selected from the group consisting of spot welding, laser welding, and arc welding such as MAG welding, MIG welding, CO 2 welding, and plasma welding. It may further have a step of joining a plurality of plate members 11. Welding may be performed before or after riveting. From the viewpoint of ensuring the assembly accuracy of the parts, it is desirable to perform rivet joining after welding because the plurality of plate members 11 are fixed at the time of welding, so that the variation in the assembly accuracy of the parts to be joined becomes small. In the case of spot welding, it is more desirable to perform rivet welding after spot welding, or to perform temporary fixing by spot welding to perform rivet welding, and then to perform additional striking by spot welding.
 また、本実施形態に係るリベット接合方法が、複数の板材11の間の、少なくとも貫通孔111の周辺に接着剤13を塗布して、次いで複数の板材11を重ねる工程をさらに有してもよい。これにより、図4に示されるように、板材11が接着される。接着剤13の塗布は、複数の板材11を重ね、リベット12を板材11に通す前に行う必要がある。熱硬化型接着剤の場合、接着剤の硬化は、リベット接合後、電着塗装ラインでの焼き付け工程の加熱で行なってもよい。反応硬化型の接着剤の場合は、接着剤の硬化は、リベット接合後、時間が経過することにより行われる。なお、板材11のスポット溶接においては、爆飛を防止するために、接着剤13の塗布箇所とスポット溶接箇所とを離隔させる必要が生じることがある。しかし本実施形態に係るリベット接合方法では、爆飛が生じないので、接着剤13の塗布箇所が限定されないという利点がある。リベット12と接着剤13とを併用することで接合継手の剛性を一層向上できる利点が得られる。また、リベット12と接着剤13とを併用することで、異種金属の接合や金属とCFRPとの接合において、重ね面の接触腐食を防止することができる。接着剤13の他に、シーラーを板材11の間に塗布してもよい。シーラーはリベット継手1の耐水性及び耐食性を高める。また、接着層として、アイオノマーなどの樹脂接着テープを用いても良い。また、リベット頭部を覆うようにシーラーを塗布しても良い。これによりリベット頭部と鋼板との隙間から水の侵入を防ぐことができる。さらに、異種金属の接合の場合や、金属とCFRPとの接合の場合は、少なくとも片側の金属板に、リベット接合前に化成処理及び塗装を施してもよい。これにより、異種材料間の接触腐食についてもさらに強く抑制し、耐食性を高めることができる。 Further, the rivet joining method according to the present embodiment may further include a step of applying the adhesive 13 between the plurality of plate materials 11 at least around the through holes 111, and then stacking the plurality of plate materials 11. .. As a result, as shown in FIG. 4, the plate material 11 is adhered. The adhesive 13 needs to be applied before the plurality of plate materials 11 are stacked and the rivet 12 is passed through the plate material 11. In the case of a thermosetting adhesive, the adhesive may be cured by heating in a baking step on an electrodeposition coating line after riveting. In the case of a reaction-curing adhesive, the adhesive is cured by a lapse of time after the rivet bonding. In spot welding of the plate material 11, it may be necessary to separate the application portion of the adhesive 13 from the spot welded portion in order to prevent explosion. However, the rivet joining method according to the present embodiment has an advantage that the application location of the adhesive 13 is not limited because the explosion does not occur. By using the rivet 12 and the adhesive 13 together, there is an advantage that the rigidity of the joint can be further improved. Further, by using the rivet 12 and the adhesive 13 in combination, it is possible to prevent contact corrosion of the overlapping surfaces in joining dissimilar metals or joining a metal and CFRP. In addition to the adhesive 13, a sealer may be applied between the plate materials 11. The sealer enhances the water resistance and corrosion resistance of the rivet joint 1. Further, as the adhesive layer, a resin adhesive tape such as ionomer may be used. Further, the sealer may be applied so as to cover the rivet head. This makes it possible to prevent water from entering through the gap between the rivet head and the steel plate. Further, in the case of joining dissimilar metals or joining a metal and CFRP, at least one metal plate may be subjected to chemical conversion treatment and coating before rivet joining. As a result, contact corrosion between dissimilar materials can be further suppressed and corrosion resistance can be improved.
 リベット12と、その他の接合手段とを併用したリベット継手1の例(バンパー)を図5に示す。図5に示されるように、衝突時に負荷される応力が高くなると予想される部位に、本実施形態に係るリベット継手1(図5における黒丸部分)を適用し、その他の箇所では別の接合手段(例えば安価なスポット溶接によって形成されるスポット溶接部2)(図5における白丸部分)を採用してもよい。 FIG. 5 shows an example (bumper) of the rivet joint 1 in which the rivet 12 and other joining means are used in combination. As shown in FIG. 5, the rivet joint 1 (black circle portion in FIG. 5) according to the present embodiment is applied to a portion where the stress applied at the time of collision is expected to be high, and another joining means is applied at other portions. (For example, a spot welded portion 2 formed by inexpensive spot welding) (white circle portion in FIG. 5) may be adopted.
 本実施形態に係る継手構造1では、図6に示されるように、リベット12の軸部121の軸線に平行な断面視において、頭部122及び/又は変形部123の頂面が、軸部121の軸線に沿った方向において、リベット12の近傍の板材11の面112から、軸部121から離れる側に向けて0.6mm離れた位置よりも、軸部121側にあってもよい。ここで、板材11の面112(外面)とは、板材11において、他の板材と接していない面を意味する。これにより、頭部122及び/又は変形部123が板材11から突出することを抑制し(または、突出部の高さを0.6mm以内に抑制し)、頭部122及び/又は変形部123と、その他の部品との干渉を抑制することができる。
 図6および図8の例では、リベット12の変形部123の頂面が、リベット12の近傍の板材11の面112(外面)よりも、軸部121側にある。図7の例では、リベット12の頭部122および変形部123の双方の頂面が、リベット12の近傍の板材11それぞれに対して、これらの板材11の面112(外面)よりも軸部121側にある。なお、図6~図8では頭部122および/又は変形部123の頂面が、リベット12の近傍の板材の面112(外面)よりも軸部121側にあるが、頭部122および/又は変形部123の頂面が最大で0.6mmだけ外面からはみ出していてもよい。即ち、図6~図8において、頭部122および/又は変形部123の頂面が、破線から0.6mm突出したとしても、他の部品との干渉を抑制する効果が得られる。なお、図6~図8に記載の破線は、板材の面112に一致する面を示す。
In the joint structure 1 according to the present embodiment, as shown in FIG. 6, in a cross-sectional view parallel to the axis of the shaft portion 121 of the rivet 12, the top surface of the head portion 122 and / or the deformed portion 123 is the shaft portion 121. The shaft portion 121 may be located closer to the shaft portion 121 than a position 0.6 mm away from the surface 112 of the plate member 11 in the vicinity of the rivet 12 in the direction along the axis of the shaft portion 121 toward the side away from the shaft portion 121. Here, the surface 112 (outer surface) of the plate material 11 means a surface of the plate material 11 that is not in contact with other plate materials. As a result, the head 122 and / or the deformed portion 123 is suppressed from protruding from the plate material 11 (or the height of the protruding portion is suppressed within 0.6 mm), and the head 122 and / or the deformed portion 123 and , Interference with other parts can be suppressed.
In the examples of FIGS. 6 and 8, the top surface of the deformed portion 123 of the rivet 12 is closer to the shaft portion 121 than the surface 112 (outer surface) of the plate member 11 in the vicinity of the rivet 12. In the example of FIG. 7, the top surfaces of both the head portion 122 and the deformed portion 123 of the rivet 12 have a shaft portion 121 rather than the surface 112 (outer surface) of the plate material 11 for each of the plate materials 11 in the vicinity of the rivet 12. On the side. In FIGS. 6 to 8, the top surface of the head 122 and / or the deformed portion 123 is closer to the shaft portion 121 than the surface 112 (outer surface) of the plate material in the vicinity of the rivet 12, but the head 122 and / or The top surface of the deformed portion 123 may protrude from the outer surface by a maximum of 0.6 mm. That is, in FIGS. 6 to 8, even if the top surface of the head portion 122 and / or the deformed portion 123 protrudes by 0.6 mm from the broken line, the effect of suppressing interference with other parts can be obtained. The broken line shown in FIGS. 6 to 8 indicates a surface corresponding to the surface 112 of the plate material.
 上述した手法により板材11を接合する前、あるいは、接合してから、板材11をプレス成形することで、頭部122及び/又は変形部123の頂面が、軸部121の軸線に沿った方向において、リベット12の近傍の板材11の面112から0.6mm離れた位置よりも、軸部121側にあるようにしてもよい。図6の例では、2つの板材のうち変形部123側にあるものが、リベット12の近傍において、変形部123側へ変形されている。図7の例では、2つの板材のうち頭部122側にあるものが、リベット12の近傍において頭部122側へ変形され、かつ、2つの板材のうち変形部123側にあるものが、リベット12の近傍において、変形部123側へ変形されている。図8の例では、2つの板材のうち変形部123側にあるものが、リベット12の近傍において変形部123側へ変形され、かつ、2つの板材のうち頭部122側にあるものが、リベット12の近傍において、もう一方の板材に対応して変形されている。 By press-molding the plate material 11 before or after joining the plate material 11 by the method described above, the head surface 122 and / or the top surface of the deformed portion 123 is oriented along the axis of the shaft portion 121. The shaft portion 121 may be located closer to the shaft portion 121 than the position 0.6 mm away from the surface 112 of the plate member 11 in the vicinity of the rivet 12. In the example of FIG. 6, of the two plate materials, the one on the deformed portion 123 side is deformed to the deformed portion 123 side in the vicinity of the rivet 12. In the example of FIG. 7, the two plate materials on the head 122 side are deformed to the head 122 side in the vicinity of the rivet 12, and the two plate materials on the deformed portion 123 side are rivets. In the vicinity of 12, it is deformed toward the deformed portion 123. In the example of FIG. 8, the two plate materials on the deformed portion 123 side are deformed to the deformed portion 123 side in the vicinity of the rivet 12, and the two plate materials on the head 122 side are rivets. In the vicinity of 12, it is deformed corresponding to the other plate material.
 次に、本発明の別の実施形態に係るリベット継手について説明する。本実施形態に係るリベット継手1は、図2に示されるように、それぞれに貫通孔111を備える、重ねられた複数の板材11と、軸部121が貫通孔111を貫通し、複数の板材11をかしめるリベット12と、を備え、リベット12の軸部121の軸方向の中心かつ径方向の中心の箇所のビッカース硬さが130HV以上300HV未満である。換言すると、本実施形態に係るリベット継手1は、通し穴111を有する、重ねられた複数の板材11と、複数の板材11の通し穴111に挿通された軸部121と、軸部121の両端に配された頭部122及び変形部123とを有する鋼製のリベット12と、を備え、複数の板材11は、頭部122及び変形部123によってかしめられ、リベット12の軸部121の平均ビッカース硬さが130HV以上300HV未満である。 Next, the rivet joint according to another embodiment of the present invention will be described. As shown in FIG. 2, the rivet joint 1 according to the present embodiment has a plurality of stacked plate members 11 each having a through hole 111, and a shaft portion 121 penetrating the through hole 111, and the plurality of plate members 11 The Vickers hardness of the axial center and the radial center of the shaft portion 121 of the rivet 12 is 130 HV or more and less than 300 HV. In other words, the rivet joint 1 according to the present embodiment has a plurality of stacked plate members 11 having through holes 111, a shaft portion 121 inserted through the through holes 111 of the plurality of plate materials 11, and both ends of the shaft portion 121. A steel rivet 12 having a head portion 122 and a deformed portion 123 arranged on the rivet 12, and a plurality of plate members 11 are crimped by the head portion 122 and the deformed portion 123, and the average Vickers of the shaft portion 121 of the rivet 12 is provided. The hardness is 130 HV or more and less than 300 HV.
 複数の板材11の構成は特に限定されない。また、板材11に形成され、リベット12が挿通される貫通孔111の構成も特に限定されない。これらの具体例は、本実施形態に係るリベット継手の製造方法の説明において詳述された通りである。 The configuration of the plurality of plate materials 11 is not particularly limited. Further, the configuration of the through hole 111 formed in the plate material 11 through which the rivet 12 is inserted is not particularly limited. These specific examples are as described in detail in the description of the method for manufacturing the rivet joint according to the present embodiment.
 複数の板材11における貫通孔111の直径(貫通孔111が円形でない場合は、円相当径)は、同一であってもよいし、相違してしてもよい。通常のリベット接合継手においては、接合部の隙間を減少させる観点から、貫通孔111の直径を一定化することが好ましいと考えられる。一方、本実施形態に係るリベット継手1では、リベット12を加熱して軟化させるので、たとえ貫通孔111の直径が板材11毎に同一でなくとも、隙間を十分に減少させることができる。従って、本実施形態に係るリベット継手1では、貫通孔111の直径が相違していたとしても、リベット12の軸部121の外壁は貫通孔111の内壁に沿った形状を有することとなる。また、貫通孔111の大きさに差を設けることにより、応力緩和効果や、リベット12を通す作業の効率化が期待できる。貫通孔111の直径の相違の程度は特に限定されないが、例えば、隣接する板材11における貫通孔111の直径の差が0.3mm~3mmの範囲内であることが好ましい。 The diameters of the through holes 111 in the plurality of plate materials 11 (if the through holes 111 are not circular, the diameter equivalent to a circle) may be the same or different. In a normal rivet joint, it is considered preferable to make the diameter of the through hole 111 constant from the viewpoint of reducing the gap between the joints. On the other hand, in the rivet joint 1 according to the present embodiment, since the rivet 12 is heated and softened, the gap can be sufficiently reduced even if the diameter of the through hole 111 is not the same for each plate material 11. Therefore, in the rivet joint 1 according to the present embodiment, even if the diameters of the through holes 111 are different, the outer wall of the shaft portion 121 of the rivet 12 has a shape along the inner wall of the through holes 111. Further, by providing a difference in the size of the through hole 111, a stress relaxation effect and an improvement in the efficiency of the work of passing the rivet 12 can be expected. The degree of difference in diameter of the through hole 111 is not particularly limited, but for example, the difference in diameter of the through hole 111 in the adjacent plate member 11 is preferably in the range of 0.3 mm to 3 mm.
 リベット12は、軸部121と、軸部121の両端に設けられた頭部122及び変形部123とを備える。軸部121は、複数の板材11の貫通孔111を貫通し、頭部122及び変形部123は複数の板材11を挟持し、これにより軸部121は複数の板材11をかしめ接合している。変形部123は、軸部121の先端が潰されることによって形成されている。リベット12の構成(形状、材質及び表面処理など)の具体例は、本実施形態に係るリベット継手の製造方法の説明において詳述された通りである。 The rivet 12 includes a shaft portion 121, a head portion 122 provided at both ends of the shaft portion 121, and a deformed portion 123. The shaft portion 121 penetrates through holes 111 of the plurality of plate members 11, and the head portion 122 and the deformed portion 123 sandwich the plurality of plate members 11, whereby the shaft portion 121 crimps and joins the plurality of plate members 11. The deformed portion 123 is formed by crushing the tip of the shaft portion 121. Specific examples of the configuration (shape, material, surface treatment, etc.) of the rivet 12 are as described in detail in the description of the method for manufacturing the rivet joint according to the present embodiment.
 リベット12の軸部121の軸方向の中心かつ径方向の中心の箇所のビッカース硬さ(以下、「軸部121の軸方向の中心かつ径方向の中心の箇所のビッカース硬さ」を、軸部121のビッカース硬さと称する)は、130HV以上300HV未満とされる。これにより、継手構造1の軸力が高められる。その原因は不明であるが、リベット12の軸部121の長さを増大させるマルテンサイト変態が抑制されたからであると推定される。リベット12の軸部121のビッカース硬さを150HV以上、180HV以上、又は200HV以上としてもよい。リベット12の軸部121のビッカース硬さを280HV以下、250HV以下、又は220HV以下としてもよい。 The Vickers hardness of the axial center and the radial center of the shaft portion 121 of the rivet 12 (hereinafter, "the Vickers hardness of the axial center and the radial center portion of the shaft portion 121" is referred to as the shaft portion. The Vickers hardness of 121) is 130 HV or more and less than 300 HV. As a result, the axial force of the joint structure 1 is increased. The cause is unknown, but it is presumed that the martensitic transformation that increases the length of the shaft portion 121 of the rivet 12 is suppressed. The Vickers hardness of the shaft portion 121 of the rivet 12 may be 150 HV or more, 180 HV or more, or 200 HV or more. The Vickers hardness of the shaft portion 121 of the rivet 12 may be 280 HV or less, 250 HV or less, or 220 HV or less.
 リベット12の化学成分は特に限定されない。例えば、リベット12が、式1によって算出される炭素当量Ceqが0.025~0.215質量%となるような化学成分を有してもよい。
  Ceq=C+Si/24+Mn/6+Ni/40+Cr/5+Mo/4+V/14 
 <式1>
 ここで、式1に含まれる元素記号には、リベット12が含有する成分の質量%を代入し、含有されない元素に関しては、ゼロを代入する。Ceqは鋼の焼入れ性指標であり、これが大きいほど、焼入れ後の硬さが大きくなる。Ceqを0.025~0.215質量%の範囲内とすることにより、冷却の後のリベットの軸部のビッカース硬さを130HV以上300HV未満とすることが容易となる。ただし、Ceqが上述の範囲外であるリベット12であっても、熱処理条件を好適に選択することにより、その軸部のビッカース硬さを130HV以上300HV未満とすることが可能である。
The chemical composition of the rivet 12 is not particularly limited. For example, the rivet 12 may have a chemical component such that the carbon equivalent Ceq calculated by the formula 1 is 0.025 to 0.215% by mass.
Ceq = C + Si / 24 + Mn / 6 + Ni / 40 + Cr / 5 + Mo / 4 + V / 14
<Equation 1>
Here, the mass% of the component contained in the rivet 12 is substituted for the element symbol included in the formula 1, and zero is substituted for the element not contained. Ceq is a hardenability index of steel, and the larger it is, the greater the hardness after quenching. By setting Ceq in the range of 0.025 to 0.215% by mass, it becomes easy to set the Vickers hardness of the shaft portion of the rivet after cooling to 130 HV or more and less than 300 HV. However, even if the rivet 12 has a Ceq outside the above range, the Vickers hardness of the shaft portion can be set to 130 HV or more and less than 300 HV by appropriately selecting the heat treatment conditions.
 また、リベット継手1が、スポット溶接部、レーザ溶接部、及びアーク溶接部からなる群から選択される一種以上の溶接部をさらに有してもよい。上述したように、複数の接合手段を組み合わせることにより、リベット継手1の継手強度を一層高めることができる。リベット継手1が、少なくとも複数の板材11の間の貫通孔111の周辺に配された接着剤をさらに有してもよい。また、リベット継手1が、複数の板材11の間に配されたシーラーをさらに有してもよい。これによりリベット継手1の耐水性及び耐食性が高められる。 Further, the rivet joint 1 may further have one or more welded portions selected from the group consisting of a spot welded portion, a laser welded portion, and an arc welded portion. As described above, the joint strength of the rivet joint 1 can be further increased by combining a plurality of joining means. The rivet joint 1 may further have an adhesive arranged around a through hole 111 between at least a plurality of plate members 11. Further, the rivet joint 1 may further have a sealer arranged between the plurality of plate members 11. As a result, the water resistance and corrosion resistance of the rivet joint 1 are enhanced.
 本発明の別の態様に係る自動車部品は、本実施形態に係るリベット継手を有する。これにより、本実施形態に係る自動車部品は、高い接合強度を有する。本実施形態に係る自動車部品とは、例えば、衝突安全性を確保するために重要な部材であるバンパー、及びBピラーである。図9に、本実施形態に係る自動車部品の一例であるBピラーの断面図を示す。図10に、本実施形態に係る自動車部品の一例であるバンパーの断面図を示す。また、Aピラー、サイドシル、フロアメンバー、フロントサイドメンバー、リアサイドメンバー、フロントサスタワー、トンネルリンフォース、ダッシュパネル、トルクボックス、シート骨格、シートレール、バッテリーケースのフレーム、およびそれらのピラー同士の結合部(Bピラーとサイドシルの結合部、Bピラーとルーフレールの結合部、ルーフクロスメンバーとルーフレールの結合部)を、本実施形態に係る自動車部品としてもよい。 An automobile part according to another aspect of the present invention has a rivet joint according to the present embodiment. As a result, the automobile parts according to the present embodiment have high joint strength. The automobile parts according to the present embodiment are, for example, bumpers and B-pillars, which are important members for ensuring collision safety. FIG. 9 shows a cross-sectional view of a B-pillar which is an example of an automobile part according to the present embodiment. FIG. 10 shows a cross-sectional view of a bumper which is an example of an automobile part according to the present embodiment. In addition, A pillars, side sills, floor members, front side members, rear side members, front suspension towers, tunnel reinforcements, dash panels, torque boxes, seat frames, seat rails, battery case frames, and joints between these pillars ( The joint portion between the B-pillar and the side sill, the joint portion between the B-pillar and the roof rail, and the joint portion between the roof cross member and the roof rail) may be used as the automobile parts according to the present embodiment.
 種々の構成を有する鋼製のリベットを、重ねられた2枚の鋼板の貫通孔に通し、一対の電極の間に挟み、これらを用いて加圧及び通電し、リベットの軸部の先端の変形を生じさせ、さらにリベットを冷却することにより、種々のリベット継手を作成した。ここで、接合は1箇所のみで実施した。従って、軸力が不足する場合、板材同士が、接合部を回転軸として回転することとなる。なお、2枚の鋼板は、引張強さが2000MPa級のホットスタンプ鋼板とした。2枚の鋼板の板厚は1.4mmとし、2枚の鋼板の化学成分は0.34%C-0.2%Si-1.2%Mn-0.2%Cr-0.02%Ti-0.0015%B(単位:mass%、残部鉄及び不純物)とした。 Steel rivets having various configurations are passed through through holes of two stacked steel plates, sandwiched between a pair of electrodes, and pressurized and energized using these to deform the tip of the shaft of the rivet. And further cooling the rivets to create various rivet joints. Here, the joining was carried out at only one place. Therefore, when the axial force is insufficient, the plate members rotate with the joint as the rotation axis. The two steel sheets were hot stamped steel sheets having a tensile strength of 2000 MPa class. The thickness of the two steel plates is 1.4 mm, and the chemical composition of the two steel plates is 0.34% C-0.2% Si-1.2% Mn-0.2% Cr-0.02% Ti. -0.0015% B (unit: mass%, balance iron and impurities).
 リベットの形状は表1に示される通りとした。なお、表1には、板材の穴径をあわせて示した。また、リベットの加圧及び通電は、スポット溶接機を用いて行った。加圧及び通電の条件は表2に示される通りとした。なお、リベットの軸部の最高到達温度が900℃以上にされたことを確認した。 The shape of the rivet was as shown in Table 1. Table 1 also shows the hole diameters of the plate materials. The rivet was pressurized and energized using a spot welder. The conditions for pressurization and energization were as shown in Table 2. It was confirmed that the maximum temperature reached at the shaft of the rivet was 900 ° C. or higher.
Figure JPOXMLDOC01-appb-T000001
Figure JPOXMLDOC01-appb-T000001
Figure JPOXMLDOC01-appb-T000002
Figure JPOXMLDOC01-appb-T000002
 そして、継手構造の軸力及び十字引張強さ(CTS)、並びにリベットの軸部のビッカース硬さを以下の方法で評価した。評価結果を、表3に示す。発明範囲外の値、及び合否判定基準に満たない値には下線を付した。 Then, the axial force and cross tensile strength (CTS) of the joint structure and the Vickers hardness of the rivet shaft were evaluated by the following methods. The evaluation results are shown in Table 3. Values outside the scope of the invention and values that do not meet the pass / fail criteria are underlined.
(軸力)
 板材に、5N・mのトルクを付加した。この際に板材が回転した試料を、軸力が不足した試料と判定した。
(Axial force)
A torque of 5 Nm was applied to the plate material. At this time, the sample in which the plate material was rotated was determined to be the sample in which the axial force was insufficient.
(十字引張強さ(CTS))
 JIS Z 3137:1999に準じて測定した。CTSが10.0kN未満となった試料を、CTSが不足した試料と判定した。
(Cross tensile strength (CTS))
Measured according to JIS Z 3137: 1999. A sample having a CTS of less than 10.0 kN was determined to be a sample lacking CTS.
(リベットの軸部のビッカース硬さ(軸硬さ))
 リベットを、リベットの中心軸に沿って切断し、断面を適宜調製した。次いで、リベットの軸部の長手方向中央にあたる箇所において、3か所、ビッカース硬さを測定した。リベットの内部に引け巣が生じている場合は、引け巣が無い箇所においてビッカース硬さを測定した。硬さ測定における荷重は0.5kgfとした。硬さ測定値の平均値を、リベットの軸部のビッカース硬さとみなした。
(Vickers hardness of rivet shaft (shaft hardness))
The rivet was cut along the central axis of the rivet and the cross section was appropriately prepared. Next, the Vickers hardness was measured at three locations corresponding to the center of the shaft portion of the rivet in the longitudinal direction. If there was a shrinkage inside the rivet, the Vickers hardness was measured at the place where there was no shrinkage. The load in the hardness measurement was 0.5 kgf. The average value of the measured hardness was regarded as the Vickers hardness of the shaft of the rivet.
Figure JPOXMLDOC01-appb-T000003
Figure JPOXMLDOC01-appb-T000003
 試料B~Jは、冷却の後のリベットの軸部のビッカース硬さを130HV以上300HV未満とする製造方法によって得られた継手構造である。これら試料では、軸力が確保され、さらに10.0kN以上のCTSが確保された。従って、これら試料B~Jは、十字引張強さ及び軸力が高い接合部を有するリベット継手であったといえる。 Samples B to J are joint structures obtained by a manufacturing method in which the Vickers hardness of the shaft portion of the rivet after cooling is 130 HV or more and less than 300 HV. In these samples, the axial force was secured, and the CTS of 10.0 kN or more was secured. Therefore, it can be said that these samples B to J were rivet joints having joints having high cross tensile strength and axial force.
 一方、試料Aでは、CTSが不足した。これは、リベットの軸部のビッカース硬さが不足していたからであると推定される。
 試料K及びLでは、軸力が不足した。これは、リベットの軸部のビッカース硬さが過剰であり、リベット長さが増大したからであると推定される。また、試料LではCTSも不足した。これは、軸硬さが高すぎたために脆化が生じたからであると推定される。
On the other hand, in sample A, CTS was insufficient. It is presumed that this is because the Vickers hardness of the shaft of the rivet was insufficient.
Axial force was insufficient in samples K and L. It is presumed that this is because the Vickers hardness of the shaft portion of the rivet is excessive and the rivet length is increased. In addition, CTS was also insufficient in sample L. It is presumed that this is because the shaft hardness was too high and embrittlement occurred.
 本発明によれば、十字引張強さ(CTS)及び軸力が高い接合部を製造可能なリベット継手の製造方法、並びに、十字引張強さ及び軸力が高い接合部を有するリベット継手を提供することができる。本発明による自動車部品は、高い十字引張強さ及び軸力を有するので、自動車の衝突安全性を向上させる等の種々の貢献が期待できる。従って、本発明は高い産業上の利用可能性を有する。 According to the present invention, there is provided a method for manufacturing a rivet joint capable of manufacturing a joint having a high cross tensile strength (CTS) and an axial force, and a rivet joint having a joint having a high cross tensile strength and an axial force. be able to. Since the automobile parts according to the present invention have high cross tensile strength and axial force, various contributions such as improvement of collision safety of automobiles can be expected. Therefore, the present invention has high industrial applicability.
1   リベット継手
11  板材
111 貫通孔
112 板材の面
12  リベット
121 軸部
122 頭部
123 変形部
13  接着剤
2   スポット溶接部
A   電極
1 Rivet joint 11 Plate material 111 Through hole 112 Plate material surface 12 Rivet 121 Shaft portion 122 Head 123 Deformation portion 13 Adhesive 2 Spot welded portion A Electrode

Claims (12)

  1.  鋼製のリベットの軸部を、重ねられた複数の板材の貫通孔に通すこと、
     前記リベットを、前記リベットの軸方向に一対の電極の間に挟むこと、
     一対の前記電極で、前記リベットを加圧及び通電して、前記リベットの軸部の先端を潰すこと、及び、
     前記リベットを冷却し、冷却後の前記リベットの前記軸部の軸方向の中心かつ径方向の中心の箇所のビッカース硬さを130HV以上300HV未満とすること、
    を備えるリベット継手の製造方法。
    Passing the shaft of a steel rivet through the through holes of multiple stacked plates,
    The rivet is sandwiched between a pair of electrodes in the axial direction of the rivet.
    The pair of electrodes pressurizes and energizes the rivet to crush the tip of the shaft portion of the rivet, and
    The Vickers hardness of the axial center and the radial center of the shaft portion of the rivet after cooling is set to 130 HV or more and less than 300 HV.
    A method of manufacturing a rivet joint comprising.
  2.  スポット溶接、レーザ溶接、及びアーク溶接からなる群から選択される一種以上の溶接方法によって複数の前記板材を接合することをさらに有することを特徴とする請求項1に記載のリベット継手の製造方法。 The method for manufacturing a rivet joint according to claim 1, further comprising joining a plurality of the plate members by one or more welding methods selected from the group consisting of spot welding, laser welding, and arc welding.
  3.  複数の前記板材の間の、少なくとも前記貫通孔の周辺に接着剤を塗布して、次いで複数の前記板材を重ねることをさらに有することを特徴とする請求項1又は2に記載のリベット継手の製造方法。 The production of the rivet joint according to claim 1 or 2, further comprising applying an adhesive between the plurality of plate materials, at least around the through holes, and then superimposing the plurality of the plate materials. Method.
  4.  隣接する複数の前記板材における、前記貫通孔の直径の差が0.3mm~3mmの範囲内であることを特徴とする請求項1~3のいずれか一項に記載のリベット継手の製造方法。 The method for manufacturing a rivet joint according to any one of claims 1 to 3, wherein the difference in diameter of the through holes between the plurality of adjacent plate materials is within the range of 0.3 mm to 3 mm.
  5.  前記通電によって、前記リベットの前記軸部の最高到達温度を900℃超にすることを特徴とする請求項1~4のいずれか一項に記載のリベット継手の製造方法。 The method for manufacturing a rivet joint according to any one of claims 1 to 4, wherein the maximum temperature of the shaft portion of the rivet is raised to more than 900 ° C. by the energization.
  6.  前記リベットの、式1によって算出される炭素当量Ceqを0.025~0.215質量%とすることを特徴とする請求項1~5のいずれか一項に記載のリベット継手の製造方法。
      Ceq=C+Si/24+Mn/6+Ni/40+Cr/5+Mo/4+V/14 
     <式1>
     ここで、前記式1に含まれる元素記号には、前記リベットが含有する成分の質量%を代入し、含有されない元素に関しては、ゼロを代入する。
    The method for manufacturing a rivet joint according to any one of claims 1 to 5, wherein the carbon equivalent Ceq calculated by the formula 1 of the rivet is 0.025 to 0.215% by mass.
    Ceq = C + Si / 24 + Mn / 6 + Ni / 40 + Cr / 5 + Mo / 4 + V / 14
    <Equation 1>
    Here, the mass% of the component contained in the rivet is substituted for the element symbol included in the formula 1, and zero is substituted for the element not contained.
  7.  それぞれに貫通孔を備える、重ねられた複数の板材と、
     軸部が前記貫通孔を貫通し、前記複数の板材をかしめるリベットと、を備え、
     前記リベットの前記軸部の軸方向の中心かつ径方向の中心の箇所のビッカース硬さが130HV以上300HV未満であるリベット継手。
    Multiple stacked boards, each with a through hole,
    A rivet in which a shaft portion penetrates the through hole and crimps the plurality of plate materials is provided.
    A rivet joint having a Vickers hardness of 130 HV or more and less than 300 HV at the axial center and the radial center of the shaft portion of the rivet.
  8.  スポット溶接部、レーザ溶接部、及びアーク溶接部からなる群から選択される一種以上の溶接部をさらに有することを特徴とする請求項7に記載のリベット継手。 The rivet joint according to claim 7, further comprising one or more welds selected from the group consisting of a spot weld, a laser weld, and an arc weld.
  9.  複数の前記板材の間の、少なくとも前記貫通孔の周辺に配された接着剤をさらに有することを特徴とする請求項7又は8に記載のリベット継手。 The rivet joint according to claim 7 or 8, further comprising an adhesive arranged at least around the through hole between the plurality of the plate materials.
  10.  隣接する複数の前記板材における、前記貫通孔の直径の差が0.3mm~3mmの範囲内であることを特徴とする請求項7~9のいずれか一項に記載のリベット継手。 The rivet joint according to any one of claims 7 to 9, wherein the difference in diameter of the through holes in the plurality of adjacent plate materials is within the range of 0.3 mm to 3 mm.
  11.  前記リベットの、式1によって算出される炭素当量Ceqが0.025~0.215質量%であることを特徴とする請求項7~10のいずれか一項に記載のリベット継手。
      Ceq=C+Si/24+Mn/6+Ni/40+Cr/5+Mo/4+V/14 
     <式1>
     ここで、前記式1に含まれる元素記号には、前記リベットが含有する成分の質量%を代入し、含有されない元素に関しては、ゼロを代入する。
    The rivet joint according to any one of claims 7 to 10, wherein the carbon equivalent Ceq calculated by the formula 1 of the rivet is 0.025 to 0.215% by mass.
    Ceq = C + Si / 24 + Mn / 6 + Ni / 40 + Cr / 5 + Mo / 4 + V / 14
    <Equation 1>
    Here, the mass% of the component contained in the rivet is substituted for the element symbol included in the formula 1, and zero is substituted for the element not contained.
  12.  請求項7~11のいずれか一項に記載のリベット継手を備える自動車部品。 An automobile part provided with the rivet joint according to any one of claims 7 to 11.
PCT/JP2021/012994 2020-03-30 2021-03-26 Method for manufacturing rivet joint, rivet joint, and automotive part WO2021200695A1 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03216282A (en) * 1990-01-19 1991-09-24 Hitachi Ltd Distortionless combined joining method
JP2007254775A (en) * 2006-03-20 2007-10-04 Nissan Motor Co Ltd Self-piercing rivet and manufacturing method therefor
JP2015042417A (en) * 2013-07-22 2015-03-05 株式会社神戸製鋼所 Dissimilar material bonding rivet, dissimilar material bonding member, dissimilar material bonding element manufacturing method, and dissimilar material bonding element
WO2017002975A1 (en) * 2015-07-01 2017-01-05 新日鐵住金株式会社 Mechanical bonding device and mechanical bonding method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03216282A (en) * 1990-01-19 1991-09-24 Hitachi Ltd Distortionless combined joining method
JP2007254775A (en) * 2006-03-20 2007-10-04 Nissan Motor Co Ltd Self-piercing rivet and manufacturing method therefor
JP2015042417A (en) * 2013-07-22 2015-03-05 株式会社神戸製鋼所 Dissimilar material bonding rivet, dissimilar material bonding member, dissimilar material bonding element manufacturing method, and dissimilar material bonding element
WO2017002975A1 (en) * 2015-07-01 2017-01-05 新日鐵住金株式会社 Mechanical bonding device and mechanical bonding method

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