JPH0518770U - Welding structure of damping steel plate - Google Patents
Welding structure of damping steel plateInfo
- Publication number
- JPH0518770U JPH0518770U JP6646491U JP6646491U JPH0518770U JP H0518770 U JPH0518770 U JP H0518770U JP 6646491 U JP6646491 U JP 6646491U JP 6646491 U JP6646491 U JP 6646491U JP H0518770 U JPH0518770 U JP H0518770U
- Authority
- JP
- Japan
- Prior art keywords
- steel plate
- damping steel
- welding
- vibration damping
- connection end
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
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- Vibration Prevention Devices (AREA)
- Arc Welding In General (AREA)
- Butt Welding And Welding Of Specific Article (AREA)
Abstract
(57)【要約】
〔目的〕 溶接時に於ける接続端部の口開きを防止し、
作業性及び溶接性能の向上を図ることができる制振鋼板
の溶接構造を提供することを目的とする。
〔構成〕 制振鋼板10の接続端部13を、これと接続
する制振鋼板10の接続端部14で巻装して挟持すると
ゝもに、前記両制振鋼板10,10の接続部分を溶接し
たことを特徴とする制振鋼板の溶接構造。
(57) [Summary] [Purpose] Prevents opening of the connection end during welding,
An object of the present invention is to provide a welded structure of a vibration damping steel plate capable of improving workability and welding performance. [Structure] The connection end portion 13 of the vibration damping steel plate 10 is wound and sandwiched by the connection end portion 14 of the vibration damping steel plate 10 connected to the vibration damping steel plate 10. Welded structure of damping steel plates characterized by being welded.
Description
【0001】[0001]
本願考案は、自動車等の防音用として使用する制振鋼板の溶接構造に関する。 The present invention relates to a welded structure of a vibration damping steel plate used for soundproofing an automobile or the like.
【0002】[0002]
自動車等におけるパネルの振動によるノイズの発生を防ぐ手段の一つとして、 パネル間に制振材を介在せしめた制振鋼板、例えば薄板鋼板の中間に樹脂材を挟 んだものを使用し、振動の減衰能を高めて振動を小さくする方法がある。 As one of the means to prevent the generation of noise due to panel vibration in automobiles, etc., use a vibration-damping steel plate with a vibration-damping material interposed between the panels, such as a thin steel plate with a resin material sandwiched in between There is a method to increase the damping capacity of and reduce the vibration.
【0003】 そして、このような制振鋼板同士の溶接構造として、従来は、図5に示すよう に、制振鋼板1(薄板鋼板2の中間に樹脂材3を介在させたもの)の接続端部4 を夫々直角に折曲げてL字状に形成せしめ、該接続端部4,4を面接せしめると ゝもに、両制振鋼板1,1の接続端部端面5,5の部分を溶接6して接続した構 造のもの(へり溶接)と、図6に示すように、一方の接続端部4Aをこれと接続 する他方の接続端部4Bより長く突出せしめて両接続端部4A,4Bを重ね合わ せ、短い他方の前記接続端部4Bの接続端部端面5Bの部分において、長い一方 の接続端部4Aと溶接7して接続した構造のもの(重ね溶接)とがある。As a welding structure for such damping steel plates, conventionally, as shown in FIG. 5, a connection end of a damping steel plate 1 (a thin steel plate 2 with a resin material 3 interposed in the middle) is connected. Each part 4 is bent at a right angle to form an L-shape, and the connecting ends 4 and 4 are brought into face-to-face contact with each other. Also, the connecting end parts 5 and 5 of both damping steel plates 1 and 1 are welded. As shown in FIG. 6, one connecting end portion 4A is made to project longer than the other connecting end portion 4B connected thereto, and both connecting end portions 4A, 4A, There is a structure (lap welding) in which 4B is overlapped and connected by welding 7 to one of the long connecting ends 4A at the connecting end 4B of the other short connecting end 4B.
【0004】[0004]
しかしながら、図5に示すような従来の溶接構造のものは、普通鋼板の場合は 容易に溶接できるが、制振鋼板1では中間に樹脂材3を挟んだ構成であるため、 溶接の際の熱により接続端部4,4の部分の樹脂材3が溶融するとゝもに、該接 続端部4,4における最外側の薄板鋼板2A,2Aには熱伸長によって互いに離 反する方向の力が発生する。その結果、最外側の薄板鋼板2A,2Aが接続端部 端面5,5の部分から反り返り、口開きが生じて溶接不良となるといった欠点が ある。また、図6に示すような従来の溶接構造のものは、前記と同様な原因によ り、長い方の最外側の薄板鋼板2Aがその接続部端面5A部分から反り返り、前 記と同様な口開きが生じて、溶接不良となるといった欠点がある。 However, the conventional welding structure as shown in FIG. 5 can be easily welded in the case of the ordinary steel plate, but since the vibration-damping steel plate 1 has the resin material 3 sandwiched in the middle, the heat of welding As a result, when the resin material 3 at the connection end portions 4 and 4 is melted, a force is generated in the outermost thin steel plates 2A and 2A at the connection end portions 4 and 4 in a direction in which they separate from each other due to thermal expansion. To do. As a result, there is a drawback that the outermost thin steel plates 2A, 2A are warped from the end faces 5, 5 of the connection end portions, resulting in open mouth and poor welding. Further, in the case of the conventional welded structure as shown in FIG. 6, due to the same reason as above, the longer outermost thin steel plate 2A is warped from the end face 5A of the connecting portion, and the same mouth as described above is produced. There is a drawback that a gap is generated and a welding failure occurs.
【0005】[0005]
本願考案は、上記のような従来の問題点を解決するためになされたもので、溶 接時の口開きを防止した溶接構造を提供することを目的としたものであり、その 要旨は、制振鋼板の接続端部を、これと接続する制振鋼板の接続端部で巻装して 挟持するとゝもに、前記両制振鋼板の接続部分を溶接したことを特徴とする制振 鋼板の溶接構造にある。 The present invention has been made in order to solve the above-mentioned conventional problems, and an object thereof is to provide a welded structure in which opening of the opening at the time of welding is prevented, and the gist thereof is the control. When the connection end of the vibration-damping steel plate is wrapped around and sandwiched by the connection end of the vibration-damping steel plate to be connected to the vibration-damping steel plate, the connection part of both the vibration-damping steel plates is welded. It is in a welded structure.
【0006】[0006]
以下、本考案を図1乃至図4に示す実施例に基き詳細に説明する。なお、図1 は考案に係る溶接構造の断面図で、図2は同溶接構造の加工工程を示す説明図、 図3及び図4は本考案の他の実施例の断面図である。 Hereinafter, the present invention will be described in detail with reference to the embodiments shown in FIGS. 1 is a sectional view of a welding structure according to the present invention, FIG. 2 is an explanatory view showing a processing step of the welding structure, and FIGS. 3 and 4 are sectional views of another embodiment of the present invention.
【0007】 図1乃至図3において、10は制振鋼板で、表裏2枚の薄板鋼板11・11の 間に樹脂材12を挟み一体構造としたものであり、該両制振鋼板10の接続端部 13,14をそれぞれ外方に直角に折曲するとゝもに、その接続端部13,14 を互いに面接せしめてある。In FIGS. 1 to 3, reference numeral 10 denotes a vibration damping steel plate, which has a structure in which a resin material 12 is sandwiched between two front and back thin steel plates 11 and 11 and the vibration damping steel plates 10 are connected to each other. When the ends 13 and 14 are bent outward at a right angle, the connecting ends 13 and 14 are in contact with each other.
【0008】 13Aは上位に位置する接続端部13の端面で、図2の(イ)に示すように、 下位に位置する接続端部14の途中まで延びており、該接続端部14の延出部分 を、同図(ロ)に示すように、前記接続端部13の端面13Aの部分で上方に折 り返し、同図(ハ)に示すように、接続端部13を内部に抱持した状態に形成す るとゝもに、両接続端部13,14部分をかしめて連結している。Reference numeral 13 A denotes an end face of the upper connecting end 13, which extends to a midpoint of the lower connecting end 14 as shown in FIG. The projecting portion is folded back upward at the end surface 13A of the connecting end portion 13 as shown in FIG. 2B, and the connecting end portion 13 is held inside as shown in FIG. When it is formed in such a state, both connecting end portions 13 and 14 are caulked and connected to each other.
【0009】 15は溶接金属で、図1に示す実施例では、前記接続端部14の端面14Aの 部分で溶接したものであり、また図3に示す実施例では、前記両接続端部13, 14の合わせ部分16を溶接金属15で溶接したものである。Reference numeral 15 is a weld metal, which is welded at the end face 14 A of the connecting end portion 14 in the embodiment shown in FIG. 1, and in the embodiment shown in FIG. The mating portion 16 of 14 is welded with the weld metal 15.
【0010】 而して、図1に示す実施例のものでは、接続端部14の端面14Aの部分で溶 接するため溶接金属15の乗りもよく、該端面14Aの全部が溶接金属15で被 覆されることになり、口開きが生じることなく溶接できる。また、図3に示す実 施例においては、接続端部14の端面14Aから離れ、且つ制振鋼板10の裏側 における両接続端部13,14の合わせ部分16で溶接するため、溶接時におけ る接続端部14の端面14A近傍への熱の伝導もなく、前記実施例の場合と同様 に、口開きが生じることなく溶接できる。Therefore, in the embodiment shown in FIG. 1, the weld metal 15 can be mounted on the connection end portion 14 because the welding is performed at the end surface 14 A of the connection end portion 14, and the entire end surface 14 A is covered with the weld metal 15. As a result, welding can be performed without opening the mouth. Further, in the embodiment shown in FIG. 3, the welding is performed at the joining portion 16 of the connecting end portions 13 and 14 on the back side of the damping steel plate 10 apart from the end surface 14A of the connecting end portion 14, and therefore, it can be performed at the time of welding. There is no conduction of heat to the vicinity of the end face 14A of the connecting end portion 14, and welding can be performed without opening the mouth, as in the case of the above-described embodiment.
【0011】 図4に示すものは、本考案の更に別の実施例で、接続する両制振鋼板10の接 続端部13,14を互いに反対方向に折り返してU字状に屈曲せしめ、該U字状 の接続端部13,14を互いに係合せしめる。そして、接続端部13,14の部 分を両制振鋼板10の外側からかしめて接続するとゝもに、接続端部14の屈曲 部と他方の制振鋼板10との合わせ部分16Aを溶接金属15で溶接したもので ある。FIG. 4 shows another embodiment of the present invention in which the connecting end portions 13 and 14 of both damping steel plates 10 to be connected are folded back in opposite directions and bent in a U shape. The U-shaped connecting ends 13, 14 are engaged with each other. Then, when the connecting end portions 13 and 14 are caulked from the outside of both damping steel plates 10 to connect, the joint portion 16A between the bent portion of the connecting end portion 14 and the other damping steel plate 10 is welded to the weld metal. It was welded at 15.
【0012】 而して、接続端部13,14の端面13A,14Aは、夫々互いに接続端部1 3,14で抱持された状態で連結されているため、溶接時における熱の影響を受 けることがなく、口開きが生じることなく溶接できる。Since the end faces 13A and 14A of the connection end portions 13 and 14 are connected to each other while being held by the connection end portions 13 and 14, they are affected by heat during welding. It can be welded without cracking and opening.
【0013】[0013]
本考案に係る制振鋼板の溶接構造は、前記のように、制振鋼板の接続端部を、 これと接続する制振鋼板の接続端部で巻装して挟持するとゝもに、前記両制振鋼 板の接続部分を溶接した構成であるから、接続部端面が溶接時における加熱によ って口開きすることがない。従って、溶接作業が容易であり、作業性が向上する とゝもに、確実に溶接することが出来るといった諸効果がある。 As described above, the welded structure of the vibration damping steel plate according to the present invention is such that when the connection end portion of the vibration damping steel plate is wound and sandwiched by the connection end portion of the vibration damping steel plate connected to this, both Since the connection part of the vibration damping steel plate is welded, the end surface of the connection part does not open due to heating during welding. Therefore, there are various effects that the welding work is easy and the workability is improved, and the welding can be surely performed.
【図1】考案に係る溶接構造の断面図である。FIG. 1 is a sectional view of a welding structure according to the invention.
【図2】同溶接の加工工程を示す説明図である。FIG. 2 is an explanatory view showing a processing step of the welding.
【図3】他の実施例の断面図である。FIG. 3 is a sectional view of another embodiment.
【図4】更に他の実施例の断面図である。FIG. 4 is a sectional view of still another embodiment.
【図5】従来の溶接構造の断面図である。FIG. 5 is a sectional view of a conventional welding structure.
【図6】更に他の従来例の同断面図である。FIG. 6 is a cross-sectional view of still another conventional example.
10 制振鋼板 11 薄板鋼板 12 樹脂材 13 接続端部 13A 同端面 14 接続端部 14A 同端面 15 溶接金属 16 合わせ部分 16A 合わせ部分 10 Damping Steel Plate 11 Thin Steel Plate 12 Resin Material 13 Connection End 13A Same End Face 14 Connection End 14A Same End Face 15 Weld Metal 16 Fitting Part 16A Fitting Part
Claims (1)
制振鋼板の接続端部で巻装して挟持するとゝもに、前記
両制振鋼板の接続部分を溶接したことを特徴とする制振
鋼板の溶接構造。1. A connection end portion of a vibration damping steel plate is wound by a connection end portion of a vibration damping steel plate connected to the vibration damping steel plate and is sandwiched between them, and the connection portions of the both vibration damping steel plates are welded together. Welding structure of damping steel plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1991066464U JPH0753812Y2 (en) | 1991-07-26 | 1991-07-26 | Welding structure of damping steel plate |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1991066464U JPH0753812Y2 (en) | 1991-07-26 | 1991-07-26 | Welding structure of damping steel plate |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0518770U true JPH0518770U (en) | 1993-03-09 |
JPH0753812Y2 JPH0753812Y2 (en) | 1995-12-13 |
Family
ID=13316531
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1991066464U Expired - Lifetime JPH0753812Y2 (en) | 1991-07-26 | 1991-07-26 | Welding structure of damping steel plate |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0753812Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011121076A (en) * | 2009-12-09 | 2011-06-23 | Mitsubishi Electric Corp | Welding method of sheet member, and manufacturing method of can body using the welding method |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS596068U (en) * | 1982-06-30 | 1984-01-14 | いすゞ自動車株式会社 | Welding equipment for vibration damping steel plates |
JPS62123376U (en) * | 1986-01-29 | 1987-08-05 |
-
1991
- 1991-07-26 JP JP1991066464U patent/JPH0753812Y2/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS596068U (en) * | 1982-06-30 | 1984-01-14 | いすゞ自動車株式会社 | Welding equipment for vibration damping steel plates |
JPS62123376U (en) * | 1986-01-29 | 1987-08-05 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011121076A (en) * | 2009-12-09 | 2011-06-23 | Mitsubishi Electric Corp | Welding method of sheet member, and manufacturing method of can body using the welding method |
Also Published As
Publication number | Publication date |
---|---|
JPH0753812Y2 (en) | 1995-12-13 |
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