Granted Patent B2

US 12,233,950 · App. 17/275,863 · Granted Feb 25, 2025

Inventors: Sho Matsui (Tokyo, JP); Chisato Yoshinaga (Tokyo, JP)

Assignee: NIPPON STEEL CORPORATION

B62D27/023B23K20/1265B23K20/127B23K20/129B62D29/00B23K2101/006B23K2103/20

Abstract

Claims (42)

1. A joint structure which joins a plurality of overlapped steel members using a connecting element having a shaft portion, the joint structure comprising:

a first steel member; and

one or more of second steel members overlapping the first steel member,

wherein the shaft portion of the connecting element is penetrated through the second steel member, and the shaft portion of the connecting element and the second steel member are joined by friction welding,

the shaft portion and the first steel member are joined by friction welding,

a diameter of a part of the shaft portion of the connecting element is the same in a direction along an axis of the shaft portion, and

in a case where a maximum diameter of a boundary between the shaft portion and the second steel member is denoted by Dmax2, and a minimum diameter of the shaft portion at a portion more distant from the second steel member than a measurement position of the Dmax2 is denoted by Dmin, the Dmax2 is 1.20 times the Dmin or more,

wherein the part of the shaft portion of the connecting element that is contiguous to the boundary between the shaft portion and the second steel member has the minimum diameter of Dmin.

2. The joint structure according to claim 1 ,

wherein in a case where a maximum diameter of a boundary between the shaft portion and the first steel member is denoted by Dmax1, and

the Dmax1 is 0.65 times the Dmin or more.

3. The joint structure according to claim 2 ,

wherein the Dmax1 is 0.92 times the Dmin or more.

4. The joint structure according to claim 2 ,

wherein the Dmin is 3.0 to 10.0 mm.

5. The joint structure according to claim 1 ,

wherein a total thickness of the second steel member is 1.0 to 5.0 mm.

6. The joint structure according to claim 1 ,

wherein the first steel member and the second steel member have a tensile strength of 590 MPa or more.

7. The joint structure according to claim 1 ,

wherein the connecting element contains, as a chemical composition, by mass %:

C: 0.10% or more; and

Fe: 90% or more.

8. The joint structure according to claim 1 ,

wherein, in the connecting element, an end portion of the shaft portion which is not friction-welded to the first steel member is provided with a head portion having a diameter larger than a diameter of the shaft portion.

9. A joining method for obtaining the joint structure according to claim 1 , the joining method comprising:

preparing the first steel member and one or more of the second steel members in which a through-hole having a diameter of more than 0.60 times and not more than 1.15 times a diameter of the shaft portion is formed;

overlapping the first steel member and the second steel member so that the through-hole overlaps a point to be joined of the first steel member;

inserting the shaft portion into the through-hole, and pressing the shaft portion against the first steel member while rotating the connecting element to generate frictional heat between the shaft portion and the through-hole, and between the shaft portion and the first steel member; and

pressing the shaft portion against the first steel member in a state where the rotation of the connecting element is stopped to join the shaft portion and the through-hole, and the shaft portion and the first steel member by friction welding.

10. The joining method according to claim 9 ,

wherein the diameter of the through-hole is more than 1.00 times and not more than 1.15 times the diameter of the shaft portion.

11. The joining method according to claim 9 ,

wherein, in the pressing of the connecting element against the first steel member while rotating the connecting element to generate frictional heat between the shaft portion and the first steel member, and between the shaft portion and the second steel member, a press-in length of the connecting element against the first steel member is 2.0 mm or more.

12. A joining method for obtaining the joint structure according to claim 1 , the joining method comprising:

overlapping the first steel member and one or more of the second steel members so that a point to be joined of the first steel member overlaps a point to be joined of the second steel member;

heating at least the point to be joined of the second steel member and a vicinity thereof to a preheating temperature of 400° C. or higher;

pressing the shaft portion against the second steel member while rotating the connecting element so that the shaft portion penetrates the second steel member;

pressing the shaft portion against the first steel member while rotating the connecting element to generate frictional heat between the shaft portion and the first steel member, and between the shaft portion and the second steel member; and

pressing the shaft portion against the first steel member in a state where the rotation of the connecting element is stopped to join the shaft portion and the first steel member, and the shaft portion and the second steel member by friction welding.

13. The joining method according to claim 12 ,

wherein the preheating temperature is 550° C. or higher.

Assignments (1)

Priority Claims (2)

Continuity (1)

References Cited (15)