JPH11254178A - Structure for providing welding strength - Google Patents

Structure for providing welding strength

Info

Publication number
JPH11254178A
JPH11254178A JP7653798A JP7653798A JPH11254178A JP H11254178 A JPH11254178 A JP H11254178A JP 7653798 A JP7653798 A JP 7653798A JP 7653798 A JP7653798 A JP 7653798A JP H11254178 A JPH11254178 A JP H11254178A
Authority
JP
Japan
Prior art keywords
welded
plane
plate
connecting member
boom
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
Application number
JP7653798A
Other languages
Japanese (ja)
Inventor
Hirokazu Imashige
博和 今重
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kobelco Construction Machinery Co Ltd
Kobe Steel Ltd
Original Assignee
Kobe Steel Ltd
Yutani Heavy Industries Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Kobe Steel Ltd, Yutani Heavy Industries Ltd filed Critical Kobe Steel Ltd
Priority to JP7653798A priority Critical patent/JPH11254178A/en
Publication of JPH11254178A publication Critical patent/JPH11254178A/en
Pending legal-status Critical Current

Links

Landscapes

  • Bending Of Plates, Rods, And Pipes (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a structure for avoiding generation of stress concentration and also for increasing absolute welding strength. SOLUTION: In a structure provided with a first member 3 having a plane and with a second member 21 which is welded to the first member, the second member 21 has at least two faces orthogonally crossing the plane of the first member 3, each of these two faces is bent in the direction not in contact with each other at the end welded to the first member 3 to form contact surfaces with the first member 3, at least one side or more of each contact surface are welded to the plane of the first member 3, and a notched part 24 is formed near the intersection of the two faces of the second member 21 and the joined area to the plane of the first member 3.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、溶接接続部分に強
度を要求される、溶接構造物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a welded structure in which strength is required for a welded joint.

【0002】[0002]

【従来の技術】例えば、図3及び図4に示す油圧ショベ
ル1の上部フレーム2では、互いに平行に対面する一対
の板材3,3が垂直に立設されて形成されるブームブラ
ケット4を有し、このブームブラケット4に設けたピン
穴5とブーム7の下端部分に設けたピン穴(図示しな
い)にピン6を挿通することにより、ブーム7を上部フ
レーム2に対して上下方向に揺動自在としている。また
前記ブームブラケット4の左右両側方にはサイドデッキ
8と呼ばれる各種機器類(図示しない)の搭載スペース
が接続される。ブーム7には通常の上下(前後)方向の
力だけでなく、作業状態によっては左右方向の力が作用
することがあり、この力はブームブラケット4に対して
ねじれ方向の力として作用する。また左右のサイドデッ
キ8には重量物が搭載されるとともに油圧ショベル1自
体が激しい振動・衝撃にさらされているため、サイドデ
ッキ8を片持ち梁状態で支持しているブームブラケット
4の左右の板材3,3は、それぞれ押し開かれる方向に
力が作用する。ブームブラケット4はこれらの力に抗す
る必要がある。
2. Description of the Related Art For example, an upper frame 2 of a hydraulic excavator 1 shown in FIGS. 3 and 4 has a boom bracket 4 formed by a pair of plate members 3 facing each other in parallel and standing upright. By inserting a pin 6 into a pin hole 5 provided in the boom bracket 4 and a pin hole (not shown) provided in a lower end portion of the boom 7, the boom 7 can swing up and down with respect to the upper frame 2. And On the left and right sides of the boom bracket 4, mounting spaces for various devices (not shown) called side decks 8 are connected. In addition to the normal vertical (front-rear) force on the boom 7, a left-right force may be applied depending on the working condition, and this force acts on the boom bracket 4 as a torsional force. In addition, since a heavy object is mounted on the left and right side decks 8 and the hydraulic excavator 1 itself is exposed to severe vibrations and shocks, the left and right sides of the boom brackets 4 supporting the side decks 8 in a cantilever state. A force acts on each of the plate members 3 and 3 in a direction in which the plate members are pushed and opened. The boom bracket 4 needs to resist these forces.

【0003】この為、ブームブラケット4を構成する2
枚の板材間は通常複数の連結部材9,10,11により
連結されることにより、強度を維持している。しかしな
がら、この連結部材には前述の力が作用するため高応力
が発生し、特に連結部材は平板をL字型或いはコ字型断
面(図中において、連結部材10が該当する)としたも
のが多く、このL字型或いはコ字型を形成する2面と板
材3とが交わる部分(図5に模式的に示す)において連
結部材10には応力集中が起こる。
[0003] For this reason, 2 which constitutes the boom bracket 4
The plate members are usually connected by a plurality of connecting members 9, 10, 11 to maintain strength. However, a high stress is generated due to the above-mentioned force acting on the connecting member. In particular, the connecting member has an L-shaped or U-shaped cross section (corresponding to the connecting member 10 in the figure). In many cases, stress concentration occurs in the connecting member 10 at a portion where the two surfaces forming the L-shape or the U-shape intersect with the plate material 3 (schematically shown in FIG. 5).

【0004】この応力集中を避けるために、例えば実用
新案登録第2544741号公報に示されるような手段
が勘案されている。図6に示すこの考案によれば、連結
部材10’(第2部材)の応力集中が発生する部分に小
幅の第1切り欠き11を設け、該第1切り欠き11に隣
り合って凹形の第2切り欠き12を設けて、板材3(第
1部材)との接触部を突片13に形成すると共に、溶接
ビード14の止端部の位置を該突片13の端部より5m
m以上離れて、かつ該第2切り欠き12深さ内としたも
のである。これによれば、応力集中の発生が抑えられる
とともに、溶接の脚を長くしたり、板圧を厚くしたりす
ることがなく、また、補強板を設けることがなくてす
み、製造原価の上昇もないという作用効果を生じる。
In order to avoid the stress concentration, for example, means as disclosed in Japanese Utility Model Registration No. 2544441 is considered. According to the present invention shown in FIG. 6, a small width first notch 11 is provided in a portion of the connecting member 10 '(second member) where stress concentration occurs, and a concave notch is provided adjacent to the first notch 11. The second notch 12 is provided to form a contact portion with the plate 3 (first member) on the protruding piece 13, and the position of the toe of the welding bead 14 is 5 m from the end of the protruding piece 13.
m or more and within the depth of the second notch 12. According to this, the occurrence of stress concentration is suppressed, and the welding legs are not lengthened, the plate pressure is not increased, and the reinforcing plate is not required. No effect is produced.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、実用新
案登録第2544741号公報のこの構成によれば、板
材3(ブームブラケット4)と連結部材10’との接触
部分が必然的に小さくなり、また溶接ビード14も短く
なるため、絶対的な接続強度が小さくなるという不具合
があった。本発明は、応力集中の発生を避けるととも
に、絶対的な接続強度をも高くできる溶接強度構造物を
提供しようとするものである。
However, according to the configuration of Japanese Utility Model Registration No. 2544441, the contact portion between the plate member 3 (boom bracket 4) and the connecting member 10 'is inevitably reduced, and welding is not performed. Since the bead 14 is also shortened, there is a problem that the absolute connection strength is reduced. An object of the present invention is to provide a welded structure capable of preventing stress concentration and increasing the absolute connection strength.

【0006】[0006]

【課題を解決するための手段】本発明によれば、平面を
有する第1の部材と、前記第1の部材に溶接接続される
第2の部材とを有する構造物において、前記第2の部材
は、前記第1の部材の平面に直交する少なくとも2面を
有し、前記それぞれの面は、前記第1の部材に溶接接続
される端部において互いが接触しない方向へ折り曲げら
れて前記第1の部材に対する接触面が形成され、前記そ
れぞれの接触面の端辺のうち少なくとも1辺ずつ以上と
前記第1の部材の平面とが溶接されるとともに、前記第
2の部材のそれぞれの面同士と前記第1の部材の平面と
が交わる部分付近に切欠き部を形成した。
According to the present invention, there is provided a structure having a first member having a flat surface and a second member welded to the first member. Has at least two surfaces orthogonal to the plane of the first member, and each of the surfaces is bent in a direction in which they do not come into contact with each other at an end that is welded to the first member. A contact surface for the member is formed, and at least one or more of the end sides of the contact surface is welded to the plane of the first member, and the surfaces of the second member are connected to each other. A notch was formed near the intersection of the first member with the plane.

【0007】これにより、応力集中の発生を抑えられる
とともに、高応力に対抗できる強固な溶接接続状態を得
ることができる。
As a result, it is possible to suppress the occurrence of stress concentration and to obtain a strong welding connection state capable of withstanding high stress.

【0008】[0008]

【発明の実施の形態】図1に、例えば図3及び図4に示
される油圧ショベル1の上部フレーム2に本発明を適用
した場合の、従来の技術である図5に相当する部分を示
す。図1に示される以外の部分は従来の技術と略同じで
あるので、従来の技術と同じ符号を用いる。図におい
て、3は上述したブームブラケット4を構成する板材で
あり請求項1の第1の部材に該当する。21は第2の部
材である連結部材であり断面L字形に形成されている。
22,23は裏面が板材3との接触面となる折り曲げ
部、24は切欠き部、25は連結部材21の上面、26
は連結部材21の後面、また14’は溶接ビードであ
る。
FIG. 1 shows a portion corresponding to FIG. 5, which is a conventional technique, when the present invention is applied to an upper frame 2 of a hydraulic excavator 1 shown in FIGS. 3 and 4, for example. 1 are substantially the same as those in the conventional technology, and therefore, the same reference numerals as those in the conventional technology are used. In the drawing, reference numeral 3 denotes a plate member constituting the boom bracket 4 described above, and corresponds to the first member of the first aspect. Reference numeral 21 denotes a connecting member as a second member, which is formed in an L-shaped cross section.
Reference numerals 22 and 23 denote bent portions whose back surfaces serve as contact surfaces with the plate material 3, 24 denotes notched portions, 25 denotes an upper surface of the connecting member 21,
Is a rear surface of the connecting member 21, and 14 'is a welding bead.

【0009】次に図1により本発明の構成及び作用を説
明する。連結部材21はブームブラケット4を形成する
一対の板材3,3それぞれに両側端がほぼ同様に溶接接
続されているが、ここでは片側のみについて説明する。
連結部材21は板部材を折り曲げ加工して上面25、後
面26を形成している。この上面25上には図示しない
が油圧ショベルに搭載された各種油圧アクチュエータへ
の圧油の供給を切換制御する油圧切換弁等が搭載される
ことがある。上面25及び後面26は板材3に接続され
る端部でそれぞれ上方及び後方へそれぞれの面に対して
垂直方向へ折り曲げられて、接触面を裏面に持つ折り曲
げ部22及び23が形成されている。すなわち、折り曲
げ加工により折り曲げ部22及び23を形成したのち、
板材3の所定の部位に連結部材21を配置し、前記折り
曲げ部22及び23の外周辺を溶接することにより連結
部材21を板材3に対して固定する。図1では、溶接ビ
ード14’は各折り曲げ部それぞれの2辺ずつについて
溶接され、溶接ビード14’が付いているが、溶接され
る辺はこれに限られるものではなく、この部分に発生す
る応力の大きさにより、それぞれの一辺のみ、或いは3
辺全て(上面25或いは後面26に連続する部分を除く
3辺)を溶接しても良いが、それぞれ2辺以上ずつ溶接
するのが望ましい。
Next, the structure and operation of the present invention will be described with reference to FIG. Although both ends of the connecting member 21 are welded to the pair of plate members 3 forming the boom bracket 4 in substantially the same manner, only one side will be described here.
The connecting member 21 is formed by bending a plate member to form an upper surface 25 and a rear surface 26. Although not shown, a hydraulic switching valve for switching the supply of pressure oil to various hydraulic actuators mounted on a hydraulic excavator may be mounted on the upper surface 25 in some cases. The upper surface 25 and the rear surface 26 are bent upward and rearward at ends connected to the plate member 3 in a direction perpendicular to the respective surfaces to form bent portions 22 and 23 having a contact surface on the back surface. That is, after forming the bent parts 22 and 23 by bending,
The connecting member 21 is arranged at a predetermined portion of the plate 3, and the connecting member 21 is fixed to the plate 3 by welding the outer periphery of the bent portions 22 and 23. In FIG. 1, the weld bead 14 ′ is welded on two sides of each bent portion, and the weld bead 14 ′ is provided. However, the welded side is not limited to this, and the stress generated in this portion is not limited to this. Depending on the size of each one side only, or 3
All sides (three sides excluding a part continuous with the upper surface 25 or the rear surface 26) may be welded, but it is preferable to weld two or more sides each.

【0010】従来の技術と同様にブームブラケット4を
構成する板材3にサイドデッキ8,8が溶接等の手段に
より固定され、板材3は、サイドデッキ8及びこのサイ
ドデッキ上に搭載される運転室、油圧機器等の各種機器
類等を片持ち梁状態で支持する。この為、板材3,3は
常にそれぞれ外側に向けて荷重が作用した状態にある。
また油圧ショベル自体の振動や、走行、作業時の衝撃等
が作用するため、板材3,3が外側へ開かれる方向への
負荷は衝撃荷重となりより増大する。またブーム7の先
端に連接されるアーム、バケットにより掘削作業を行う
際に,バケットの側面を掘削した溝の壁に押しつけなが
ら掘削する場合や、アームの先端に解体機等を連接して
ビルの解体作業を行ったりする際もアームやブームには
横方向への荷重が作用し、これによりブームブラケット
4はねじれ方向の力が作用する。
As in the prior art, the side decks 8, 8 are fixed to the plate 3 constituting the boom bracket 4 by welding or the like, and the plate 3 is attached to the side deck 8 and a driver's cab mounted on the side deck. And various devices such as hydraulic devices are supported in a cantilever state. For this reason, the plate members 3 are always in a state where a load is applied outward.
Further, since the vibration of the hydraulic excavator itself, the impact during traveling and work, and the like act, the load in the direction in which the plate members 3 and 3 are opened outward becomes an impact load, which further increases. Also, when excavating with an arm and a bucket connected to the end of the boom 7, excavation is performed while pressing the side surface of the bucket against the wall of the excavated groove. Also when performing dismantling work, a load in the lateral direction acts on the arm and the boom, so that a force in the torsion direction acts on the boom bracket 4.

【0011】しかしながら、本発明によれば、図5に示
される従来の技術のような突き合わせ溶接に比して、第
1の部材(板材3)と第2の部材(連結部材21)との
接触面が大きくなり、また溶接ビード14’の全長を長
くすることができ、強固に溶接接続することが可能であ
り、このため上述したような荷重状態においてもブーム
ブラケットは変形することがない。また、連結部材21
の上面25,後面26と板材3とが交わる部分に切欠き
部24が形成されるが、最も応力集中が起き易いこの部
分に応力を分散させるための切欠き部24が形成される
ことにより、連結部材21が応力集中により亀裂の発生
等を起こすことを抑制できる。
However, according to the present invention, the contact between the first member (the plate member 3) and the second member (the connecting member 21) is smaller than the butt welding as in the conventional technique shown in FIG. The surface becomes large, and the entire length of the weld bead 14 'can be lengthened, so that a strong weld connection can be made. Therefore, the boom bracket does not deform even under the above-mentioned load condition. Also, the connecting member 21
A notch 24 is formed at a portion where the upper surface 25, the rear surface 26 and the plate material 3 intersect with each other, and the notch 24 for dispersing stress is formed at this portion where stress concentration is most likely to occur. The occurrence of cracks or the like due to stress concentration in the connecting member 21 can be suppressed.

【0012】図2は折り曲げ部22及び23を折り曲げ
加工する前の状態を示した連結部材21を示す図であ
る。連結部材21は一枚の鋼板に切欠き部24を加工し
て設け、更に長手方向と平行に折り曲げ加工される。こ
のとき切欠き部24は折り曲げ加工によりできた角部X
−X上にある。この後、破線で示す27及び28でそれ
ぞれ折り曲げ加工され、折り曲げ部22及び23が形成
される。すなわち、単一の部材の加工のみで、上述の本
発明の作用を生じることができるので、補強部材を追加
する必要がなく、部品点数の増加を防ぐことができる。
FIG. 2 is a view showing the connecting member 21 in a state before the bending portions 22 and 23 are bent. The connecting member 21 is provided by processing a notch 24 in a single steel plate, and is further bent in parallel with the longitudinal direction. At this time, the notch 24 is a corner X formed by bending.
On -X. Thereafter, bending is performed at 27 and 28 indicated by broken lines, respectively, to form bent portions 22 and 23. That is, the above-described effects of the present invention can be produced only by processing a single member, so that it is not necessary to add a reinforcing member, and an increase in the number of parts can be prevented.

【0013】尚、ここでは油圧ショベルのブームブラケ
ット部分についてのみ述べたが、本発明の適用箇所はこ
れに限定されるものではなく、特に従来平板に対して断
面L字形或いは凹形の部材を付き合わせ溶接していた部
分に適用すれば、より強固な溶接構造物を得ることが可
能となることは言うまでもない。
Although only the boom bracket portion of the hydraulic excavator has been described here, the application of the present invention is not limited to this. In particular, a member having an L-shaped cross section or a concave shape is attached to a conventional flat plate. It is needless to say that a stronger welded structure can be obtained by applying the method to the part that has been welded together.

【0014】[0014]

【発明の効果】本発明によれば、特に平面を有する鋼板
に断面L字形や凹字形等の部材を溶接接続して溶接構造
物を形成する際、補強部材等を追加することなく応力集
中の発生を抑えられるとともに、高応力に対抗できる強
固な溶接接続状態を得ることができる。
According to the present invention, particularly when a welded structure is formed by welding a member having an L-shaped cross section or a concave shape to a steel plate having a flat surface to form a welded structure, stress concentration can be reduced without adding a reinforcing member or the like. Generation can be suppressed, and a strong welding connection state that can withstand high stress can be obtained.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の一実施形態を示す模式的要部拡大図で
ある。
FIG. 1 is a schematic enlarged view of an essential part showing an embodiment of the present invention.

【図2】折り曲げ部を折り曲げ加工する前の連結部材を
示す図である。
FIG. 2 is a view showing a connecting member before bending a bending portion.

【図3】本発明が適用可能な油圧ショベルを示す図であ
る。
FIG. 3 is a diagram showing a hydraulic excavator to which the present invention can be applied.

【図4】図3に示す油圧ショベルの従来の上部フレーム
を示す図である。
FIG. 4 is a view showing a conventional upper frame of the hydraulic excavator shown in FIG.

【図5】図3のA部を示す模式的要部拡大図である。FIG. 5 is a schematic enlarged view of a main part showing a part A of FIG. 3;

【図6】従来技術の構成を示す模式的要部拡大図であ
る。
FIG. 6 is a schematic enlarged view of a main part showing a configuration of a conventional technique.

【符号の説明】[Explanation of symbols]

1 油圧ショベル 2 上部フレーム 3 板材 4 ブームブラケット 7 ブーム 8 サイドデッキ 9,10,10’,11,21 連結部材 22,23 折り曲げ部 24 切欠き部 DESCRIPTION OF SYMBOLS 1 Hydraulic excavator 2 Upper frame 3 Plate material 4 Boom bracket 7 Boom 8 Side deck 9, 10, 10 ', 11, 21 Connection member 22, 23 Bending part 24 Notch part

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 平面を有する第1の部材と、前記第1の
部材に溶接接続される第2の部材とを有する構造物にお
いて、前記第2の部材は、前記第1の部材の平面に直交
する少なくとも2面を有し、前記それぞれの面は、前記
第1の部材に溶接接続される端部において互いが接触し
ない方向へ折り曲げられて前記第1の部材に対する接触
面が形成され、前記それぞれの接触面の端辺のうち少な
くとも2辺以上と前記第1の部材の平面とが溶接される
とともに、前記第2の部材のそれぞれの面同士と前記第
1の部材の平面とが交わる部分付近に切欠き部を形成し
たことを特徴とする溶接強度構造物。
1. A structure having a first member having a plane and a second member welded to the first member, wherein the second member is formed on a plane of the first member. At least two surfaces orthogonal to each other, wherein each of the surfaces is bent in a direction in which they do not come into contact with each other at an end portion that is welded to the first member to form a contact surface with the first member; A portion where at least two sides or more of the end sides of each contact surface are welded to the plane of the first member, and where the respective surfaces of the second member intersect with the plane of the first member. A weld strength structure having a notch formed in the vicinity.
JP7653798A 1998-03-09 1998-03-09 Structure for providing welding strength Pending JPH11254178A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7653798A JPH11254178A (en) 1998-03-09 1998-03-09 Structure for providing welding strength

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7653798A JPH11254178A (en) 1998-03-09 1998-03-09 Structure for providing welding strength

Publications (1)

Publication Number Publication Date
JPH11254178A true JPH11254178A (en) 1999-09-21

Family

ID=13608031

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7653798A Pending JPH11254178A (en) 1998-03-09 1998-03-09 Structure for providing welding strength

Country Status (1)

Country Link
JP (1) JPH11254178A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004169864A (en) * 2002-11-21 2004-06-17 Nippon Steel Corp Bracket
JP2005527421A (en) * 2002-04-09 2005-09-15 ティッセンクルップ シュタール アクチェンゲゼルシャフト Three-dimensional connection structure
JP2019122977A (en) * 2018-01-16 2019-07-25 Jfeスチール株式会社 Welded joint structure and welding joining method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005527421A (en) * 2002-04-09 2005-09-15 ティッセンクルップ シュタール アクチェンゲゼルシャフト Three-dimensional connection structure
JP2004169864A (en) * 2002-11-21 2004-06-17 Nippon Steel Corp Bracket
JP2019122977A (en) * 2018-01-16 2019-07-25 Jfeスチール株式会社 Welded joint structure and welding joining method

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