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JPS6335356B2 - - Google Patents
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JPS6335356B2 - - Google Patents

Info

Publication number
JPS6335356B2
JPS6335356B2 JP15903481A JP15903481A JPS6335356B2 JP S6335356 B2 JPS6335356 B2 JP S6335356B2 JP 15903481 A JP15903481 A JP 15903481A JP 15903481 A JP15903481 A JP 15903481A JP S6335356 B2 JPS6335356 B2 JP S6335356B2
Authority
JP
Japan
Prior art keywords
welding
members
flange
boom
webs
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.)
Expired
Application number
JP15903481A
Other languages
Japanese (ja)
Other versions
JPS5862226A (en
Inventor
Susumu Shimizu
Yoichi Ishikawa
Masahide Hirata
Tooru Shimizu
Tatsuo Kawamoto
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.)
Kobe Steel Ltd
Original Assignee
Kobe Steel 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 filed Critical Kobe Steel Ltd
Priority to JP15903481A priority Critical patent/JPS5862226A/en
Publication of JPS5862226A publication Critical patent/JPS5862226A/en
Publication of JPS6335356B2 publication Critical patent/JPS6335356B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/28Dredgers; Soil-shifting machines mechanically-driven with digging tools mounted on a dipper- or bucket-arm, i.e. there is either one arm or a pair of arms, e.g. dippers, buckets
    • E02F3/36Component parts
    • E02F3/38Cantilever beams, i.e. booms;, e.g. manufacturing processes, forms, geometry or materials used for booms; Dipper-arms, e.g. manufacturing processes, forms, geometry or materials used for dipper-arms; Bucket-arms

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

Description

【発明の詳細な説明】 この発明は、下部走行体上に上部旋回体を塔載
し、該上部旋回体上にブームを仰俯可能に設け、
該ブームの先端にアームを仰俯可能に設け、該ア
ームの先端にバケツトを揺転可能に枢着して成る
油圧シヨベルにおいて、殊に前記ブームを製造す
る新規方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides an upper revolving body mounted on a lower traveling body, a boom mounted on the upper revolving body so as to be able to be lifted up,
The present invention particularly relates to a new method for manufacturing the boom in a hydraulic excavator, in which an arm is provided at the tip of the boom so that it can be lifted up and down, and a bucket belt is pivotably attached to the tip of the arm.

当該ブームはよく知られるように全体が側面視
にてくの字状を呈しており、上および下フランジ
と左および右ウエブとの四つの部材(鋼板)を箱
形断面形に組立てかつ溶接して構成するととも
に、該ブームの使用態様にて作用する強大な曲げ
荷重および捩り荷動に抗すべくその内部にその長
手方向に沿つて複数枚の隔壁を配置して成る構成
が一般的に採用されている。
As is well known, the entire boom has a dogleg shape when viewed from the side, and is made by assembling and welding four members (steel plates) into a box-shaped cross section: upper and lower flanges, and left and right webs. In order to resist the strong bending load and torsional load movement that are applied when the boom is used, a configuration is generally adopted in which a plurality of bulkheads are arranged inside the boom along its longitudinal direction. ing.

上記構成は軽量にもかかわらず高荷重に耐える
べく採用されるわけであるが、殊に隔壁は応力の
均一化を達するために重要な機能を常有している
のであり、その設計、製造には慎重な工夫を要す
るところである。殊にブームのフツト側に設けら
れる隔壁はその部位が苛酷な応力下にされるため
特に重要である。従つてこれら隔壁、殊にブーム
フツト側の隔壁は前記四つの部材の内面に全て溶
接を合されていることが望ましい。ところで前記
四つの部材を閉塞断面形に形成した後に隔壁を挿
入することも、また全周を溶接することも作業が
困難であるので、それら不都合を解消すべく種々
の提案がなされており、その代表的なものは特開
昭53−31539号公報中第2〜7図々示の方式、同
第8〜10図々示の方式が挙げられる。
The above structure is adopted to withstand high loads despite its light weight, but the partition wall in particular always has an important function to achieve uniformity of stress, and its design and manufacturing are important. This is an area that requires careful consideration. Particularly important is the bulkhead provided on the foot side of the boom, since that part is under severe stress. Therefore, it is desirable that these bulkheads, especially the bulkhead on the boom foot side, are all welded to the inner surfaces of the four members. However, it is difficult to insert a partition wall after forming the four members into a closed cross-sectional shape, or to weld the entire circumference, so various proposals have been made to solve these inconveniences. Typical examples include the systems shown in Figures 2 to 7 and the systems shown in Figures 8 to 10 of JP-A-53-31539.

然し乍ら上記前者方式(第2〜7図々示)にあ
つては、確かにその製造作業は容易であるが、そ
の完成品を応力解折をしたところ、栓溶接を採用
しているが故に隔壁と下フランジとの充分な溶接
線長が確保されていないこと、下フランジに栓溶
接のための孔が穿設されるので下フランジに急激
な断面変化があることを原因とすると想倒される
が、下フランジの当該部位の応力が他の部位より
も大きくなり、実用上なお改良の必要がある。他
方上記後者方式(第8〜10図々示)にあつて
は、前者方式に対比して隔壁と下フランジとの溶
接が充分であり、応力均一化のためには好ましい
方式であると覗知されるが、ウエブの穴を通して
隔壁の溶接を四つの部材の内部で溶接する作業は
相当に困難であり、殊に小型のブームにあつては
現実上不可能に近いばかりか、前記穴の補強のた
めに別の補強部材を要しかつ溶接作業を増加する
のでコスト上もなお改良の必要がある。
However, in the case of the above-mentioned former method (shown in Figures 2 to 7), although the manufacturing work is certainly easy, stress analysis of the finished product revealed that because plug welding was used, the bulkhead It is thought that the cause is that sufficient welding line length is not secured between the lower flange and the lower flange, and that there is a sudden cross-sectional change in the lower flange due to the hole being drilled in the lower flange for plug welding. , the stress in this part of the lower flange is larger than in other parts, and there is still a need for practical improvement. On the other hand, in the latter method (shown in Figures 8 to 10), the welding between the bulkhead and the lower flange is more sufficient than in the former method, and it is considered to be a preferable method for equalizing stress. However, it is quite difficult to weld the bulkhead inside the four members through the holes in the web, and it is practically impossible, especially for small booms. Since this requires a separate reinforcing member and increases welding work, there is still a need for improvement in terms of cost.

この発明は以上の背景において隔壁少なくとも
殊にブームフツト側の隔壁を四つの部材に対して
確実にかつ作業を簡単に溶接し得るブームの製造
方法を提供する目的をもつてなされたものであ
り、当該方法は、上および下フランジと左および
右ウエブとにより箱形断面形の主体を形成すると
ともに主体の長手方向に沿つて分散配置状に複数
枚の隔壁を主体内に設けて成るブームを製造する
にあたり、前記上下フランジおよび左右ウエブの
内の三つの部材を組立て、溶接して樋状物を形成
する工程、ウエブとフランジとをT字状に配置し
かつ溶接して隔壁を準備する工程、前記樋状物の
少なくともブームフツト相当部位に前記隔壁をそ
のウエブの三つの側縁が前記樋状物の三つの部材
の内面に接するように嵌め入れるとともに両接触
縁にて隅肉溶接する工程、前記隔壁のフランジに
相当する部位にて切断された前記上下フランジ、
左右ウエブの内の残りの一つの部材を準備する工
程、該一つの部材を前記三つの部材に対して箱形
断面形にかつ切断縁を前記隔壁のフランジに重ね
合せて配置し、前記一つの部材を前記三つの部材
の内の二つの部材に溶接するとともに前記一つの
部材の前記切断縁に沿つて前記隔壁のフランジを
含み三部材を同時に溶接する工程を含むことを特
徴とするものである。
In view of the above background, the present invention has been made with the object of providing a method for manufacturing a boom, which allows the bulkhead, especially the bulkhead on the boom foot side, to be welded to four members reliably and easily. The method includes manufacturing a boom in which a main body having a box-shaped cross section is formed by upper and lower flanges and left and right webs, and a plurality of partition walls are provided in the main body in a distributed arrangement along the longitudinal direction of the main body. a step of assembling and welding three members of the upper and lower flanges and left and right webs to form a gutter-like object; a step of arranging the webs and flanges in a T-shape and welding to prepare a partition; a step of fitting the partition wall into at least a portion corresponding to the boom foot of the gutter-like object so that the three side edges of its web are in contact with the inner surfaces of the three members of the gutter-like object, and fillet welding at both contact edges, the partition wall; The upper and lower flanges are cut at locations corresponding to the flanges of
preparing the remaining one member of the left and right webs, arranging the one member in a box-shaped cross-section with respect to the three members with the cut edge overlapping the flange of the partition; The method is characterized in that it includes the step of welding a member to two of the three members and simultaneously welding the three members including the flange of the partition wall along the cut edge of the one member. .

以下図面を用いて本発明方法を詳細に説明す
る。
The method of the present invention will be explained in detail below using the drawings.

くの字状に切抜かれた左および右ウエブ1,
2、くの字状に曲成された上フランジ3が準備さ
れ、該上フランジ3、左右ウエブ1,2は第2
図々示のように樋状に組合され、左右ウエブ1,
2の上方の衝合縁に沿い両側隅部にて溶接されて
樋状物が形成される。
left and right webs 1 cut out in a dogleg shape;
2. An upper flange 3 bent into a dogleg shape is prepared, and the upper flange 3 and the left and right webs 1 and 2 are connected to the second
As shown in the figure, the left and right webs 1,
2 along the upper abutting edge and welded at both corners to form a gutter.

一方本発明の方法が採用される隔壁の部分すな
わち図示例ではブームフツト側に存する隔壁Aの
部位における左右ウエブ1,2間の間隔に相当す
る巾Wと左右ウエブ1,2の高さに概ね相当する
高さHとを有するウエブ4と同巾Wと一致する巾
Wを有するフランジ5とをTの字状に配置しかつ
両隅部にて溶接された隔壁6が別途準備される
(第3図参照)。
On the other hand, the width W corresponding to the distance between the left and right webs 1 and 2 and the height of the left and right webs 1 and 2 approximately correspond to the width W and the height of the left and right webs 1 and 2 in the part of the bulkhead where the method of the present invention is applied, that is, in the illustrated example, the part of the bulkhead A that exists on the boom foot side. A partition wall 6 is separately prepared in which a web 4 having a height H and a flange 5 having a width W corresponding to the same width W are arranged in a T-shape and welded at both corners. (see figure).

第2図々示のように上記隔壁6は既に組立てら
れている上フランジ3、左右ウエブ1,2の中に
ウエブ4の上、左右の側縁が上フランジ、左右ウ
エブの内面に接するようかつフランジ5が開放側
に位置するように嵌め入れられ、ウエブ4の上お
よび左右の側縁において上フランジ3左右ウエブ
1,2に対して両側の隅部にて隅肉溶接され、ま
た必要があればフランジ5の左右上縁と左右ウエ
ブ1,2との隅部にて隅肉溶接される。ここで他
の隔壁7,8,9,10の部分においても本発明
方法を採用する場合は以上と同様の工程を用い
る。而して図示例では隔壁6の部分程他の隔壁部
分は応力条件が苛酷ではないので他の構造が採ら
れている。すなわち隔壁7,8,10の部分は特
開昭53−31539号公報第2〜7図々示方式が採用
され、隔壁9の部分ではその上および左右の三側
縁のみが上フランジ3、左右ウエブ1,2に隅肉
溶接する方式が採用されている。下フランジは前
記隔壁6の相当部位にて切断された二つの部材1
1,12から構成されており、該両部材11,1
2は切断縁を衝合しかつその衝合部をフランジ5
上に位置して左右ウエブ1,2の下縁に下から当
てがつて配置し、左右ウエブ1,2の外下縁と部
材11,12の上面との隅部にて隅肉溶接され
る。また部材11と部材12との衝合縁において
はフランジ5を裏当金状に使用して開放作業位置
にて両部材11,12フランジ5を三者一体に全
巾にわたり溶接される。
As shown in Figure 2, the partition wall 6 is installed inside the already assembled upper flange 3 and left and right webs 1 and 2 so that the top and left and right side edges of the web 4 are in contact with the inner surfaces of the upper flange and left and right webs. It is fitted so that the flange 5 is located on the open side, and is fillet welded to the upper flange 3 and the left and right webs 1 and 2 at the corners of both sides on the top and left and right side edges of the web 4, and as necessary. Fillet welding is performed at the corners of the left and right upper edges of the flange 5 and the left and right webs 1 and 2. Here, when the method of the present invention is applied to the other partition walls 7, 8, 9, and 10, the same steps as above are used. In the illustrated example, the other partition wall parts have a different structure because the stress conditions are not as severe as the partition wall 6 part. That is, the partition walls 7, 8, and 10 adopt the method shown in Figures 2 to 7 of Japanese Patent Application Laid-open No. 53-31539, and in the partition wall 9, only the upper and left and right three side edges are connected to the upper flange 3 and the left and right edges. A method of fillet welding the webs 1 and 2 is adopted. The lower flange is made up of two members 1 cut at corresponding parts of the partition wall 6.
1 and 12, both members 11 and 1
2 abuts the cut edges and connects the abutting portion to the flange 5
It is located above and placed against the lower edges of the left and right webs 1, 2 from below, and fillet welded at the corners of the outer lower edges of the left and right webs 1, 2 and the upper surfaces of the members 11, 12. Further, at the abutting edge of the member 11 and the member 12, the flange 5 is used as a backing metal, and the flanges 5 of both the members 11 and 12 are welded together over the entire width in the open working position.

本発明は以上の通りであるので、隔壁6と下フ
ランジ11,12との溶接は開放状態にて実施可
能でありその作業が容易であるばかりか、確実に
欠陥のない溶接部が得られることとあいまつて、
隔壁6と下フランジ11,12とは下フランジ1
1,12の全巾にわたる長い溶接線にて溶接され
ており、従つて断面変化等による応力集中がなく
強度の高い溶接部が得られるのであり、ブーム全
体として均一な応力状態のものを安価に得られる
効果がある。
Since the present invention is as described above, welding between the partition wall 6 and the lower flanges 11 and 12 can be carried out in an open state, which not only makes the work easy but also ensures that a defect-free welded part can be obtained. Together with,
The partition wall 6 and the lower flanges 11 and 12 are the lower flange 1
1 and 12 are welded with a long welding line that spans the entire width of the boom. Therefore, there is no stress concentration due to cross-sectional changes, etc., resulting in a highly strong welded part, and the boom can be made with uniform stress as a whole at a low cost. There are benefits to be gained.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明方法を説明するためのものであ
り、第1図は完成したブームの側面図、第2図は
製造途中におけるブームの第1図A示部分の斜視
図、第3図は隔壁の斜視図である。 3:上フランジ、11,12:下フランジ、
1:左ウエブ、2:右ウエブ、6:隔壁、4:隔
壁のウエブ、5:同フランジ。
The drawings are for explaining the method of the present invention, and Fig. 1 is a side view of the completed boom, Fig. 2 is a perspective view of the portion of the boom shown in Fig. 1 A during manufacture, and Fig. 3 is a view of the bulkhead. FIG. 3: Upper flange, 11, 12: Lower flange,
1: left web, 2: right web, 6: bulkhead, 4: web of bulkhead, 5: same flange.

Claims (1)

【特許請求の範囲】[Claims] 1 上および下フランジと左および右ウエブとに
より箱形断面形の主体を形成するとともに主体の
長手方向に沿つて分散配置状に複数枚の隔壁を主
体内に設けて成るブームを製造するにあたり、前
記上下フランジおよび左右ウエブの内の三つの部
材を組立て、溶接して樋状物を形成する工程、ウ
エブとフランジとをT字状に配置しかつ溶接して
隔壁を準備する工程、前記樋状物の少なくともブ
ームフツト相当部位に前記隔壁をそのウエブの三
つの側縁が前記樋状物の三つの部材の内面に接す
るように嵌め入れるとともに両接触縁にて隅肉溶
接する工程、前記隔壁のフランジに相当する部位
にて切断された前記上下フランジ、左右ウエブの
内の残りの一つの部材を準備する工程、該一つの
部材を前記三つの部材に対して箱形断面形にかつ
切断縁を前記隔壁のフランジに重ね合せて配置
し、前記一つの部材を前記三つの部材の内の二つ
の部材に溶接するとともに前記一つの部材の前記
切断縁に沿つて前記隔壁のフランジを含み三部材
を同時に溶接する工程を含むことを特徴とする油
圧シヨベル用ブームの製造方法。
1. When manufacturing a boom that has a main body with a box-shaped cross section formed by upper and lower flanges and left and right webs, and a plurality of partition walls are provided in the main body in a distributed manner along the longitudinal direction of the main body, a step of assembling and welding three members of the upper and lower flanges and left and right webs to form a gutter-like object; a step of arranging the webs and flanges in a T-shape and welding to prepare a partition; a step of fitting the partition wall into at least a portion corresponding to the boom foot of the object such that the three side edges of the web are in contact with the inner surfaces of the three members of the gutter-like object, and fillet welding at both contact edges, the flange of the partition wall; a step of preparing the remaining one of the upper and lower flanges and the left and right webs that have been cut at the portions corresponding to the above, the one member is shaped into a box-shaped cross-section with respect to the three members, and the cut edge is disposed overlapping the flange of the bulkhead, welding the one member to two of the three members, and simultaneously welding the three members including the flange of the bulkhead along the cut edge of the one member; A method for manufacturing a boom for a hydraulic excavator, the method comprising a welding step.
JP15903481A 1981-10-05 1981-10-05 Manufacture of boom for hydraulic pressure shovel Granted JPS5862226A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15903481A JPS5862226A (en) 1981-10-05 1981-10-05 Manufacture of boom for hydraulic pressure shovel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15903481A JPS5862226A (en) 1981-10-05 1981-10-05 Manufacture of boom for hydraulic pressure shovel

Publications (2)

Publication Number Publication Date
JPS5862226A JPS5862226A (en) 1983-04-13
JPS6335356B2 true JPS6335356B2 (en) 1988-07-14

Family

ID=15684801

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15903481A Granted JPS5862226A (en) 1981-10-05 1981-10-05 Manufacture of boom for hydraulic pressure shovel

Country Status (1)

Country Link
JP (1) JPS5862226A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60115956U (en) * 1984-01-10 1985-08-06 油谷重工株式会社 Boom for hydraulic excavator
JPS6132244U (en) * 1984-07-25 1986-02-26 油谷重工株式会社 Boom structure of hydraulic excavators, etc.
US5993139A (en) * 1997-06-30 1999-11-30 Caterpillar Inc. Box boom lift arm assembly
JP2016089375A (en) * 2014-10-30 2016-05-23 日立建機株式会社 Construction machine boom
DE102017128174A1 (en) * 2017-11-28 2019-05-29 Schwing Gmbh Camber with folded partition

Also Published As

Publication number Publication date
JPS5862226A (en) 1983-04-13

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