JPS5992167A - One-side welding method - Google Patents
One-side welding methodInfo
- Publication number
- JPS5992167A JPS5992167A JP19972282A JP19972282A JPS5992167A JP S5992167 A JPS5992167 A JP S5992167A JP 19972282 A JP19972282 A JP 19972282A JP 19972282 A JP19972282 A JP 19972282A JP S5992167 A JPS5992167 A JP S5992167A
- Authority
- JP
- Japan
- Prior art keywords
- welding method
- welded
- members
- space
- opposed ends
- 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.)
- Pending
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K33/00—Specially-profiled edge portions of workpieces for making soldering or welding connections; Filling the seams formed thereby
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Butt Welding And Welding Of Specific Article (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は、ブルドーザ、パワーショベル等の苛酷な負荷
条件の下で使われる建設機械の箱型構造物等を製作する
ために、2部材を突き合せて片面よシ溶接する方法に関
するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention is designed to butt two members together and weld them together on one side in order to manufacture box-shaped structures for construction machines used under severe load conditions such as bulldozers and power shovels. It's about how to do it.
従来、この種の突き合せ片面溶接方法としては、第1図
に示すように、第1.第2部材1゜2を間隔を置いて突
き合せ対向させ、第1.第2部材1.2の裏面に亘って
裏板3を当接し、前記の対向端面間の空間部4を表側よ
シ溶接する方法、
第2図に示すように、第1部材lK裏板となる折曲部1
αを一体形成して溶接する方法、第3図に示すように、
第1部材1の一端部を斜めとして第2部材2と同一厚さ
どし、第1部材1の裏面に裏板3を仮付は溶接して溶接
する方法、
第4図に示すように、第1部材1を縦長とし、第2部材
2の端面2αを斜めとして空間部を形成し、この空間部
を溶接する方法、
第5図に示すように、第1部材1に裏板3を仮付は溶接
し、裏板3に第2部材2を当接して空間部を形成し、こ
の空間部を溶接するようにした方法、
等が知られている。Conventionally, as this type of butt single-sided welding method, as shown in FIG. The second members 1.degree. A method of abutting the back plate 3 across the back surface of the second member 1.2 and welding the space 4 between the opposing end faces from the front side, as shown in FIG. bending part 1
The method of integrally forming α and welding, as shown in Figure 3,
A method in which one end of the first member 1 is made oblique and has the same thickness as the second member 2, and a back plate 3 is temporarily attached and welded to the back surface of the first member 1, as shown in FIG. A method in which the first member 1 is made vertically long and the end surface 2α of the second member 2 is made oblique to form a space, and this space is welded.As shown in FIG. A method is known in which the attachment is welded, the second member 2 is brought into contact with the back plate 3 to form a space, and this space is welded.
しかし、いずれの溶接方法であっても、繰り返し荷重が
作用しに場合に、溶接部分に大きな応力集中が生じて、
亀裂起点Aより溶接部に亀裂が生じてしまうので疲労強
fか弱いものとなってしまう。However, with any welding method, when repeated loads are applied, large stress concentrations occur in the welded part.
Since a crack occurs in the welded part from the crack starting point A, the fatigue strength f becomes weak.
このために、従来は板厚tを大きくして発生応力を低く
しているが、このようにすると溶接により作製した構造
物全体の重量が増加し、コスト筒となると共に、車体に
装着した際に車体バランスがくずれて車体安定性が悪く
なってしまう等の不具合を有する。For this reason, conventionally the plate thickness t has been increased to reduce the generated stress, but this increases the weight of the entire structure fabricated by welding, which increases costs, and when installed on the car body. This causes problems such as the vehicle body being unbalanced and the vehicle stability becoming worse.
本発明は上記の事情に鑑みなされたものであり、その目
的は、重量を増加することなく疲労強度を強くできるよ
うにした片面溶接方法を提供することである。The present invention has been made in view of the above circumstances, and its purpose is to provide a single-sided welding method that can increase fatigue strength without increasing weight.
以下第6図以降を参照して本発明の実施例をH1l明す
る。Embodiments of the present invention will be explained below with reference to FIG. 6 and subsequent figures.
第6図は第1図に示した従来の溶接方法に対応する溶接
方法を示し、第1.第2部材1,2の対向端部1′、2
′を、先細となるように滑らかに下向に彎曲させ、先端
面1′α、2′αを裏板3に当接して空間部4を形成し
、空間部4よシ裏板3を第2部材2に仮付は溶接(イ)
シ、空間部4を溶接(ロ)する。FIG. 6 shows a welding method corresponding to the conventional welding method shown in FIG. Opposite ends 1', 2 of second members 1, 2
' is smoothly curved downward so as to be tapered, and the tip surfaces 1'α and 2'α are brought into contact with the back plate 3 to form a space 4, and the back plate 3 is moved through the space 4 to form a space 4. Temporary attachment to 2 parts 2 is welded (a)
B. Weld the space 4 (B).
これにより、第1.第2部材1,2の対向端部(溶接部
分ン+/、2Fが、彎曲面1b、2bがあるので、繰り
返し荷重が作用した際に、溶接部分の応力集中が小さく
なるから、溶接部に亀裂αが発生し難くなり、板厚tを
大きくせずに疲労強度を向上できる。As a result, the first. Since the opposite ends of the second members 1 and 2 (welded parts N+/, 2F) have curved surfaces 1b and 2b, stress concentration in the welded parts is reduced when repeated loads are applied. Cracks α are less likely to occur, and fatigue strength can be improved without increasing the plate thickness t.
第7図、第8図、第9図、第10図は、それぞれ第2図
、第3図、第4図、第5図に示した従来の溶接方法に対
応した溶接方法を示すものであり、それぞれ第2部材2
の対向端部2′を先細となるように下向に彎曲させであ
る。なお、他の部分は従来と同一であるから説明を省略
する。Figures 7, 8, 9, and 10 show welding methods corresponding to the conventional welding methods shown in Figures 2, 3, 4, and 5, respectively. , respectively second member 2
The opposite end 2' of the tube is curved downward so as to be tapered. Note that the other parts are the same as the conventional one, so the explanation will be omitted.
そして、各溶接方法とも板厚tを大きくすることなく、
疲労強度を強くできる。In each welding method, without increasing the plate thickness t,
Can increase fatigue strength.
例えば、第7図に示す溶接方法によれば第11図に示す
ように、第1部材1の厚さ1.および第2部材2の厚さ
t2よシも、のど厚りが大きくなっているため、疲労亀
裂の発生点にの応力が低くおさえられる。また部材2は
その先端が先細となるように彎曲しているため大きな几
がとれるので、部材2のR止まり部(B点ンで疲労破壊
することも防止出来る。したがって本体に繰り返し荷重
が作用した際の疲労強度力!強くなる。For example, according to the welding method shown in FIG. 7, as shown in FIG. 11, the thickness of the first member 1 is 1. Also, since the throat thickness is larger than the thickness t2 of the second member 2, the stress at the point where fatigue cracks occur can be kept low. In addition, since the tip of member 2 is curved so that it is tapered, a large volume can be removed, and fatigue failure at the R stop part (point B) of member 2 can be prevented. Therefore, if repeated loads are applied to the main body. Increased fatigue strength! Become stronger.
なお、部材1,2の対向端部t! 、 2Fを先細とな
るように彎曲させるには、薄板の場合には第12図に示
すように、ダイ10と〕々フチ11とによって切断する
ことで同時に彎曲させれば良く、普通の板厚の場合には
、第13図に示すように固定刃12と可動刃13とで切
断し、第13図に示すように、切断端部をダイ14とノ
くンチ15とで彎曲させれば良く、厚板の場合には、第
14図に示すように、端部をガス切断等で斜めに切断し
、第14図に示すように、切断部分をダイ16とパンチ
17とで彎曲させれば良い。Note that the opposing ends t! of members 1 and 2! In order to curve 2F so that it becomes tapered, in the case of a thin plate, as shown in Fig. 12, it is sufficient to cut it with a die 10 and edges 11 and curve it at the same time. In this case, it is sufficient to cut with a fixed blade 12 and a movable blade 13 as shown in FIG. 13, and then curve the cut end with a die 14 and a punch 15 as shown in FIG. In the case of a thick plate, as shown in FIG. 14, the end part is cut diagonally by gas cutting, etc., and the cut part is bent with a die 16 and a punch 17, as shown in FIG. good.
また、第3図に示す従来の溶接方法で溶接したものと、
第8図に示す本発明に係る溶接方法で溶接したものとを
、両振υ平面曲げ疲労試験したところ、第15図に示す
結果を得た。In addition, welded by the conventional welding method shown in Fig. 3,
When a specimen welded by the welding method according to the present invention shown in FIG. 8 was subjected to a bioscillatory υ plane bending fatigue test, the results shown in FIG. 15 were obtained.
この結果、本発明に係る溶接方法で溶接したものが、疲
労強度が強いことが判る。As a result, it can be seen that those welded by the welding method according to the present invention have high fatigue strength.
なお、第15図において、白丸が本発明に係る溶接方法
による場合、黒丸が従来の溶接方法による場合である。In addition, in FIG. 15, white circles are cases where the welding method according to the present invention is used, and black circles are cases where the conventional welding method is used.
本発明に係る溶接方法によれば、溶接する部材の板厚を
厚くせずに、亀裂起点の応力集中を小さくでき、重量を
増加することなく疲労強朋を強くできる。According to the welding method of the present invention, the stress concentration at the crack starting point can be reduced without increasing the plate thickness of the member to be welded, and the fatigue strength can be increased without increasing the weight.
第1図、第2図、第3図、第4図、第5図は従来例の説
明図、第6図、第7図、第8図、8189図、第10図
はそれぞれ異なる本発明の実施例を示す説明図、第11
図は第7図に示す溶接方法で溶接した場合の詳細説明図
、第12図。
第13図、第14図は部材の端部+!ひ開方法の説明図
、第15図は従来の溶接方法で溶接したものと本発明に
係る溶接方法で溶接したものとの両振り平面曲げ疲労試
験結果を示す図である。
1.2は第1.第2部材、4は空間部。
第 1 図
第 2 図
第3図
第6図
第8図
第9図Figures 1, 2, 3, 4 and 5 are explanatory diagrams of conventional examples, and Figures 6, 7, 8, 8189, and 10 are illustrations of different examples of the present invention. Explanatory diagram showing an example, No. 11
The figure is a detailed explanatory diagram of welding by the welding method shown in FIG. 7, and FIG. 12. Figures 13 and 14 show the ends of the members +! FIG. 15, which is an explanatory diagram of the cleavage method, is a diagram showing the results of a bidirectional plane bending fatigue test for welding by the conventional welding method and welding by the welding method according to the present invention. 1.2 is the first. The second member 4 is a space. Figure 1 Figure 2 Figure 3 Figure 6 Figure 8 Figure 9
Claims (1)
間部を形成し、この空間部を一側面より溶接するように
した片面溶接方法において、前記第1.第2部材の少な
くともどちらか一方の対向端部を先細となるように他側
面に向けて彎曲させたことを特徴とする片面溶接方法。In the single-sided welding method, the first member and the second member are opposed to each other, a space is formed between the opposing ends, and this space is welded from one side. A single-sided welding method characterized in that at least one opposing end of the second member is curved toward the other side so as to be tapered.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19972282A JPS5992167A (en) | 1982-11-16 | 1982-11-16 | One-side welding method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19972282A JPS5992167A (en) | 1982-11-16 | 1982-11-16 | One-side welding method |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5992167A true JPS5992167A (en) | 1984-05-28 |
Family
ID=16412519
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP19972282A Pending JPS5992167A (en) | 1982-11-16 | 1982-11-16 | One-side welding method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5992167A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4959258A (en) * | 1987-12-28 | 1990-09-25 | Ngk Insulators, Ltd. | Joined metal-ceramic assembly method of preparing the same |
JP2009034696A (en) * | 2007-07-31 | 2009-02-19 | Nippon Steel Corp | Butt welded joint excellent in fatigue characteristics, and its manufacturing method |
JP2009208651A (en) * | 2008-03-05 | 2009-09-17 | Kawasaki Heavy Ind Ltd | Railway vehicle panel and railway vehicle underframe, side-body structure, end-body frame structure, and roof-body structure |
JP2017115729A (en) * | 2015-12-25 | 2017-06-29 | 三菱重工コンプレッサ株式会社 | Turbine rotor disc repairing method and welding method |
JP2019104056A (en) * | 2017-12-12 | 2019-06-27 | 日本車輌製造株式会社 | Weld joint |
JP2020513324A (en) * | 2016-12-13 | 2020-05-14 | キャタピラー インコーポレイテッドCaterpillar Incorporated | STRUCTURE HAVING STRESS-PROTECTED GROOVE WELDING AND STRUCTURAL MEMBER FORMING THE SAME |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4869738A (en) * | 1971-12-23 | 1973-09-21 | ||
JPS4981244A (en) * | 1972-12-13 | 1974-08-06 | ||
JPS49135842A (en) * | 1973-05-04 | 1974-12-27 |
-
1982
- 1982-11-16 JP JP19972282A patent/JPS5992167A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4869738A (en) * | 1971-12-23 | 1973-09-21 | ||
JPS4981244A (en) * | 1972-12-13 | 1974-08-06 | ||
JPS49135842A (en) * | 1973-05-04 | 1974-12-27 |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4959258A (en) * | 1987-12-28 | 1990-09-25 | Ngk Insulators, Ltd. | Joined metal-ceramic assembly method of preparing the same |
JP2009034696A (en) * | 2007-07-31 | 2009-02-19 | Nippon Steel Corp | Butt welded joint excellent in fatigue characteristics, and its manufacturing method |
JP2009208651A (en) * | 2008-03-05 | 2009-09-17 | Kawasaki Heavy Ind Ltd | Railway vehicle panel and railway vehicle underframe, side-body structure, end-body frame structure, and roof-body structure |
JP2017115729A (en) * | 2015-12-25 | 2017-06-29 | 三菱重工コンプレッサ株式会社 | Turbine rotor disc repairing method and welding method |
US10722989B2 (en) | 2015-12-25 | 2020-07-28 | Mitsubishi Heavy Industries Compressor Corporation | Turbine rotor disc repairing method |
JP2020513324A (en) * | 2016-12-13 | 2020-05-14 | キャタピラー インコーポレイテッドCaterpillar Incorporated | STRUCTURE HAVING STRESS-PROTECTED GROOVE WELDING AND STRUCTURAL MEMBER FORMING THE SAME |
JP2019104056A (en) * | 2017-12-12 | 2019-06-27 | 日本車輌製造株式会社 | Weld joint |
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