FRICTION JOINING ELEMENT
20240167492 ยท 2024-05-23
Assignee
Inventors
Cpc classification
F16B5/08
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
F16B35/06
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
B23K20/12
PERFORMING OPERATIONS; TRANSPORTING
F16B33/06
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
B23K20/127
PERFORMING OPERATIONS; TRANSPORTING
International classification
F16B5/08
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
F16B33/06
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
F16B35/06
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
Abstract
A friction joining element for mechanically joining a sheet set prepared by stacking two or more metal sheets including a high strength steel sheet as an upper sheet. The friction joining element includes a mandrel having an overall length adjusted to be equal to or less than the total thickness of the sheet set, and a collar disposed at an upper portion of the mandrel. The friction joining element has a screw thread on a side surface of a head-side portion of the mandrel.
Claims
1. A friction joining element for mechanically joining a sheet set prepared by stacking two or more metal sheets including a high strength steel sheet as an upper sheet, the friction joining element comprising: a mandrel having an overall length adjusted to be equal to or less than a total thickness of the sheet set; a collar disposed at an upper portion of the mandrel; and a screw thread disposed on a side surface of a head-side portion of the mandrel.
2. The friction joining element according to claim 1, wherein a coating layer is provided on a surface of the screw thread.
3. The friction joining element according to claim 1, wherein a number of ridges of the screw thread in a side surface region of the mandrel is in a range of 2 to 20, and a distance between adjacent ridges of the screw thread is in a range of 100 to 1000 ?m.
4. The friction joining element according to claim 2, wherein a number of ridges of the screw thread in a side surface region of the mandrel is in a range of 2 to 20, and a distance between adjacent ridges of the screw thread is in a range of 100 to 1000 ?m.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
[0018]
[0019]
[0020]
DETAILED DESCRIPTION
[0021] The disclosed embodiments will next be described in detail.
[0022] First, the technological idea of the disclosed embodiments will be described.
[0023]
[0024]
[0025] As shown in
[0026] In the case of the conventional element 1 shown in
[0027] However, in the case of the element 1 of the disclosed embodiments shown in
[0028] Moreover, the mandrel 2 pierces through the upper sheet 7 that is one of the sheet-shaped members and enters the lower sheet 8, and the forward end of the mandrel 2 is connected to the lower sheet 8 by friction joining. In this case, the material of the upper sheet 7 is plastically deformed and extruded in the joining process, and the extruded material is held by the collar 3 disposed at the upper portion of the mandrel 2. Therefore, the mechanical joint between the upper sheet 7 that is one of the sheet-shaped members and the lower sheet 8 that is the other one of the sheet-shaped members can be achieved by the element 1. When a cross section of the joint portion obtained by the element of the disclosed embodiments is observed, the upper sheet 7 and the screw thread 5 engage each other as shown in
[0029] Next, referring to
[0030] The element of the disclosed embodiments is used to mechanically join a sheet set prepared by stacking two or more metal sheets including a high strength steel sheet as an upper sheet.
[0031]
[0032] The mandrel 2 is disposed at the axial center of the element 1 and formed into a cylindrical shape. The forward end of the mandrel 2 is formed into a flat shape, a tapered shape inclined such that its forward end portion protrudes forward, a drill shape having cutting edges, etc.
[0033] The overall length L of the mandrel 2 is adjusted to be equal to or less than the total thickness of the sheet set (the total thickness of the sheets in the sheet set 6). Specifically, the upper limit of the overall length of the mandrel 2 is the same as the total thickness of the sheet set 6 or is a value obtained by subtracting the thickness of the lowermost metal sheet (lowermost layer) in the sheet set (for example, the lower sheet 8 in the example shown in
[0034] The overall length L (mm) of the mandrel 2 is preferably 10 mm or less and more preferably 8 mm or less. The overall length L of the mandrel 2 is preferably 1 mm or more.
[0035] The screw thread 5 is provided on the side surface of the mandrel 2. The screw thread 5 is provided on the side surface of a head-side portion (upper-side portion) of the mandrel 2 (i.e., a head-side portion of the element 1). In the example shown in
[0036] The surface of the screw thread 5 may be subjected to coating treatment to form a coating layer. In this case, wear of the screw thread 5 that occurs when the screw thread 5 enters the upper sheet 7 that is one of the sheet-shaped members can be reduced. Therefore, the element 1 and the upper sheet 7 that is one of the sheet-shaped members can more firmly engage each other.
[0037] No particular constraint is imposed on the coating layer so long as it has the desired performance as a wear resistance material. Examples of the coating layer include coating layers formed of WC, TiN, and other ceramics, heat-resistant coating layers, and coating layers formed by hardening treatment such as nitriding. The thickness of the coating layer may be appropriately adjusted according to the desired performance.
[0038] The collar 3 is disposed at a portion on top of the mandrel 2, i.e., a head portion of the element 1. In this manner, the material of the upper sheet 7 extruded due to the plastic flow during the joining process can be held by the collar 3. Specifically, the collar 3 may be formed into, for example, a wafer shape, a truss shape, etc.
[0039] The element 1 of the disclosed embodiments having the structure described above is rotated and pressed into the sheet set 6 as shown in, for example,
[0040] In the example shown in
[0041] The embodiment of the element 1 of the disclosed embodiments will next be described in detail.
[Screw Thread]
[0042] As described above, in the disclosed embodiments, it is important to provide the screw thread 5 on the side surface of the mandrel 2. Preferably, the screw thread 5 has the following shape.
[0043] Preferably, the screw thread 5 is disposed in a side surface region of the mandrel 2 in the length direction of the mandrel 2. In this case, the metal sheet used as the upper sheet 7 and the screw thread 5 can form an engagement portion. The number of ridges of the screw thread 5 in the side surface region is preferably in the range of 2 to 20. This allows the formation of the engagement portion. The number of ridges of the screw thread 5 is preferably 3 or more and is preferably 10 or less.
[0044] The distance (pitch) between adjacent ridges of the screw thread 5 is preferably in the range of 100 to 1000 ?m. The distance between adjacent ridges of the screw thread is the distance between ridges adjacent in the length direction of the mandrel 2. If this distance is less than 100 ?m, the sheet material is not easily engaged between ridges of the screw thread, and therefore the engagement portion with the metal sheet (the upper sheet 7) cannot be obtained. If the distance exceeds 1000 ?m, the area of contact between the element and the metal sheet (the upper sheet 7) in the engagement portion is small, and therefore the above effect cannot be obtained. The distance between adjacent ridges of the screw thread 5 is preferably in the range of 100 to 500 ?m.
[0045] The inclination angle ?.sub.1 of the screw thread 5 is preferably 10 to 180?. The inclination angle ?.sub.1 of the screw thread is the angle of the crest of the screw thread. If the inclination angle ?.sub.1 is less than 10?, the width of the screw thread is small, and the object of the disclosed embodiments is not obtained. If the inclination angle ?.sub.1 exceeds 180?, no screw thread is present, or the ridges and valleys are inverted. The inclination angle ?.sub.1 is preferably 30? or more and is preferably 90? or less.
[Mandrel]
[0046] The forward end of the mandrel 2 is formed into the shape described above. In the example shown in
[Collar]
[0047] As described above, the collar 3 has the function of holding the material of the upper sheet 7 extruded by the plastic flow during the joining process. To obtain this effect, it is necessary that the collar 3 form a space for storing the metal extruded by the plastic flow and press the upper sheet 7. Therefore, as shown in
[Coating Layer]
[0048] The thickness of the coating layer is preferably 1 to 100 ?m. If the thickness is less than 1 ?m, the coating layer may disappear due to wear, so that the effect of the coating may not be obtained. A thickness of more than 100 ?m is not practical from the viewpoint of cost.
[0049] The thickness of the coating layer is more preferably 2 ?m or more and is more preferably 10 ?m or less.
Examples
[0050] To further facilitate understanding, the disclosed embodiments will be described by way of the following Examples. However, the following Examples are not intended to limit the technical scope of the disclosed embodiments.
[0051] In samples used, 590 MPa-grade high-strength steel, 980 MPa-grade high-strength steel, 1470 MPa-grade high-strength steel, or an A5052 aluminum alloy was used for the upper sheet, and 1180 MPa-grade high-strength steel or 1470 MPa-grade high-strength steel was used for the lower sheet. For sheet sets including three sheets, 980 MPa-grade high-strength steel, 1470 MPa-grade high-strength steel, or an A5052 aluminum alloy was used for the middle sheet.
[0052] The 590 MPa-grade means that the lower limit of the tensile strength is 590 MPa, and the 980 MPa-grade means that the lower limit of the tensile strength is 980 MPa. The 1180 MPa-grade means that the lower limit of the tensile strength is 1180 MPa, and the 1470 MPa-grade means that the lower limit of the tensile strength is 1470 MPa. The thicknesses h (mm) of the samples are shown in Tables 1-1 and 1-2. In the Examples, the sheet sets shown in Tables 1-1 and 1-2 were used.
[0053] Two types of elements shown in Table 2 were prepared as elements for joining the above sheet sets. One of them is the element shown in
[0054] Each of the sheet sets was joined using a joining method known as the friction element welding (FEW) method (see, for example, U.S. Pat. No. 3,477,115). The joining conditions used are shown in Table 2.
[0055] The joints obtained by the joining (mechanically joined joints) were used for joint appearance observation and a tensile strength test using the following methods. The results obtained were used to evaluate the joint state according to criteria described below.
<Appearance Observation>
[0056] The appearance observation was performed by visually observing each of the joints obtained. Moreover, the joint was cut at the center of its joint portion to obtain a cross section, and the cross section was observed. The appearance of the joint was evaluated as follows. When the element pierced through the upper sheet and was frictionally joined to the lower sheet, the appearance of the joint was rated good, and the symbol 0 was assigned. In other cases, the appearance of the joint was rated poor, and the symbol x was assigned. The results obtained are shown in Table 2.
<Tensile Strength Test>
[0057] In the tensile strength test, each of the joints obtained was used to perform a cross tensile test (JIS Z 3137). The cross tensile test was performed on the joints whose appearance had been rated good in the appearance observation. The joint strength (kN) obtained is shown in Table 2.
<Evaluation of Joint State>
[0058] The joint state was evaluated using the above results according to the following criteria.
[0059] When the rating of the appearance of the joint was mom and the joint strength was 6 kN or more, the joint state was rated A. When the rating of the appearance of the joint was ? and the joint strength was 3 kN or more and less than 6 kN, the joint state was rated B. When the rating of the appearance of the joint was ? and the joint strength was less than 3 kN, the joint state was rated C. When the rating of the appearance of the joint was x, the joint state was rated D. The results of the evaluation of the joint state are shown in Table 2.
TABLE-US-00001 TABLE 1-1 Lower sheet Upper sheet Sheet Thickness Thickness set Material h (mm) Material h (mm) a 1470 MPa grade 1.6 980 MPa grade 1.0 b 1470 MPa grade 1.6 980 MPa grade 1.6 c 1470 MPa grade 1.6 1470 MPa grade 1.0 d 1180 MPa grade 1.6 980 MPa grade 1.0 e 1470 MPa grade 1.0 980 MPa grade 1.0 f 1470 MPa grade 1.6 A5052 2.0
TABLE-US-00002 TABLE 1-2 Lower sheet Middle sheet Upper sheet Sheet Thickness Thickness Thickness set Material h (mm) Material h (mm) Material h (mm) g 1470 MPa grade 1.6 A5052 1.0 A5052 0.5 h 1470 MPa grade 1.6 980 MPa grade 0.5 590 MPa grade 0.5 i 1470 MPa grade 1.0 1470 MPa grade 0.5 980 MPa grade 0.5
TABLE-US-00003 TABLE 2 Element shape Overall Number Inclination length of ridges angle of Coating L of of screw screw Presence Sheet mandrel thread Pitch thread of Thickness No. set Element (mm) () (?m) ?.sub.1 (?) coating Type (?m) 1 a FIG. 1 4 6 400 60 Yes Heat resistant film 5 2 a FIG. 1 4 6 400 60 No 3 a FIG. 3 4 6 400 60 No 4 b FIG. 1 5 8 400 60 Yes Heat resistant film 5 5 b FIG. 3 5 8 400 60 No 6 c FIG. 1 4 6 400 60 Yes Heat resistant film 5 7 c FIG. 3 4 6 400 60 No 8 d FIG. 1 4 6 400 60 Yes Heat resistant film 5 9 d FIG. 3 4 6 400 60 No 10 e FIG. 1 4 6 400 60 Yes Heat resistant film 5 11 e FIG. 3 4 6 400 60 No 12 f FIG. 1 5 8 400 60 Yes Heat resistant film 5 13 a FIG. 1 4 6 400 60 Yes Heat resistant film 3 14 a FIG. 1 4 6 400 60 Yes Heat resistant film 1 15 a FIG. 1 4 6 400 60 Yes Heat resistant film 11 16 g FIG. 1 4 6 400 60 Yes Heat resistant film 5 17 h FIG. 1 4 6 400 60 Yes Heat resistant film 5 18 i FIG. 1 4 6 400 60 Yes Heat resistant film 5 Joining conditions Evaluation Rotation Pressing Joint speed force Appearance strength Joint No. (rpm) (kN) of joint*.sup.1 (kN) state*.sup.2 Remarks 1 6500 7 ? 7.4 A Example 2 6500 7 ? 5.3 B Example 3 6500 7 x D Comparative Example 4 6500 7 ? 2.6 C Example 5 6500 7 x D Comparative Example 6 6500 7 ? 5.6 B Example 7 6500 7 x D Comparative Example 8 6500 7 ? 7.2 A Example 9 6500 7 x D Comparative Example 10 6500 7 ? 6.7 A Example 11 6500 7 x D Comparative Example 12 6500 7 ? 1.5 C Comparative Example 13 6500 7 ? 7.4 A Example 14 6500 7 ? 5.3 B Example 15 6500 7 ? 7.4 A Example 16 6500 7 ? 1.5 C Comparative Example 17 6500 7 ? 7.4 A Example 18 6500 7 ? 6.7 A Example *.sup.1?: The appearance of the joint was good. x: The appearance of the joint was poor. *.sup.2A: The appearance of the joint was ?, and the joint strength was 6 kN or more. B: The appearance of the joint was ?, and the joint strength was 3 kN or more and less than 6 kN. C: The appearance of the joint was ?, and the joint strength was less than 3 kN. D: The appearance of the joint was x.
[0060] When the joining was performed using the element of the disclosed embodiments, the evaluation of the joint state was one of A to C, and thus, the joint could be formed using mechanical joining. The joints obtained (except for Nos. 12 and 16 in Table 2) were found to have good joint performance. However, when the conventional element was used for joining, the evaluation of the joint state was D in all the cases, and thus, the joint could not be formed by mechanical joining.
[0061] As shown in Table 2, in all the Examples, the joint state was good, and the joint strength was 2.6 kN or more. However, in joints Nos. 12 and 16 (Comparative Examples), although the appearance evaluation of the joint was good ?, since the upper sheet was the aluminum alloy sheet, the wear of the element during insertion into the upper sheet was significant, and the joint diameter was not sufficient. Therefore, the joint strength was as low as 1.5 kN. In the Comparative Examples outside the ranges of the disclosed embodiments, the joint state was poor (the joint appearance in Table 2 was represented by the symbol x).