JPH0593660U - Welding structure of oil tank in construction machinery - Google Patents

Welding structure of oil tank in construction machinery

Info

Publication number
JPH0593660U
JPH0593660U JP3953892U JP3953892U JPH0593660U JP H0593660 U JPH0593660 U JP H0593660U JP 3953892 U JP3953892 U JP 3953892U JP 3953892 U JP3953892 U JP 3953892U JP H0593660 U JPH0593660 U JP H0593660U
Authority
JP
Japan
Prior art keywords
side wall
wall plate
welded
tank
slit
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
JP3953892U
Other languages
Japanese (ja)
Inventor
桂二 正木
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.)
Sumitomo SHI Construction Machinery Co Ltd
Original Assignee
Sumitomo SHI Construction Machinery Co 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 Sumitomo SHI Construction Machinery Co Ltd filed Critical Sumitomo SHI Construction Machinery Co Ltd
Priority to JP3953892U priority Critical patent/JPH0593660U/en
Publication of JPH0593660U publication Critical patent/JPH0593660U/en
Pending legal-status Critical Current

Links

Landscapes

  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

(57)【要約】 【目的】 建設機械の使用環境は過酷で、特に振動を受
ける事が多い。その振動数とタンクの固有振動数が近く
なり共振することによって溶接溶け込み部aに亀裂が短
時間で発生していた。本考案はこの亀裂の発生を防止す
る溶接構造を提供することを課題とする。 【構成】 タンクの側壁板1aに対し側壁板1bを突当てて
すみ肉溶接によって接合する溶接結合部において、高い
集中応力の発生する部位の側壁板1aにスリットを設け、
すみ肉溶接の外にスリット部にも溶接を施すようにし
た。
(57) [Summary] [Purpose] The environment in which construction machinery is used is harsh, and it is often subject to vibration. The vibration frequency and the natural frequency of the tank became close to each other and resonated, and a crack was generated in the weld penetration part a in a short time. An object of the present invention is to provide a welded structure that prevents the occurrence of this crack. [Structure] A slit is formed in the side wall plate 1a of a tank where a high concentrated stress is generated in a welded joint where the side wall plate 1b is abutted against the side wall plate 1a and joined by fillet welding.
In addition to fillet welding, slits are also welded.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は建設機械における油タンクの溶接構造に関するものである。 The present invention relates to a welding structure for an oil tank in a construction machine.

【0002】[0002]

【従来の技術】[Prior Art]

従来、図1に示す様に、タンク1の側壁板1aと1bの溶接は片側すみ肉溶接2に て施工されていた。この構造であると、溶接溶け込み部aに応力が集中する為、 この部分で側壁板1a側に亀裂3が発生し問題となっていた。 Conventionally, as shown in FIG. 1, the side wall plates 1a and 1b of the tank 1 are welded by the fillet weld 2 on one side. With this structure, stress concentrates on the weld penetration portion a, and thus cracks 3 occur on the side wall plate 1a side at this portion, which is a problem.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

建設機械の使用環境は過酷で、特に振動を受ける事が多い。その振動数とタン クの固有振動数が近くなり共振することによって溶接溶け込み部aに亀裂3が短 時間で発生していた。本考案は溶接構造を改善して、短時間での亀裂の発生を防 止する溶接構造を提供することを課題とする。 The environment in which construction machinery is used is harsh, and it is often subject to vibration. A crack 3 was generated in the weld penetration part a in a short time because the frequency and the natural frequency of the tank became close to each other and resonated. An object of the present invention is to provide a welded structure that improves the welded structure and prevents the occurrence of cracks in a short time.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

タンクの側壁板1aに対し側壁板1bを突当ててすみ肉溶接によって接合する溶接 結合部において、高い集中応力の発生する部位の側壁板1aにスリットを設け、す み肉溶接の外にスリット部にも溶接を施すようにした。 In the welded joint where the side wall plate 1b is abutted against the side wall plate 1a of the tank and joined by fillet welding, a slit is provided on the side wall plate 1a where high concentrated stress occurs, and a slit part is formed outside the fillet weld. We also made welding.

【0005】[0005]

【実施例】【Example】

図2に基いて説明する。1aと1bはタンク1を構成する互に直交する側壁板であ る。側壁板1aとこれと直交する側壁板1bは溶接によって結合される。 図2(b)で、符号Sは側壁板1aに設けたスリットである。このスリットSは図 2(a)で符号4で示す範囲即ち高い集中応力が発生する部位に設けられる。 A description will be given based on FIG. 1a and 1b are side wall plates that constitute the tank 1 and are orthogonal to each other. The side wall plate 1a and the side wall plate 1b orthogonal thereto are joined by welding. In FIG. 2B, the symbol S is a slit provided in the side wall plate 1a. The slit S is provided in a range indicated by reference numeral 4 in FIG. 2A, that is, in a portion where a high concentrated stress is generated.

【0006】 側壁板1aと1bを溶接結合するには、まず、側壁板1aに側壁板1bを突き当ててす み肉溶接2aする。しかるのちスリットSを設けた範囲4の部分を溶接2bする。こ のようにスリットSの部分に溶接2bがなされることにより、寸法d即ち非溶接部 の寸法が縮少するので、溶接部の応力集中度を緩和することができ、亀裂発生を 防止できる。To weld and join the side wall plates 1a and 1b, first, the side wall plate 1b is abutted against the side wall plate 1a to perform fillet welding 2a. Then, the area 4 where the slit S is provided is welded 2b. Since the dimension d, that is, the dimension of the non-welded portion is reduced by performing the welding 2b on the slit S as described above, the stress concentration degree of the welded portion can be relaxed and the occurrence of cracks can be prevented.

【0007】 図3にて改善の前と後による応力集中率を図3(c)のグラフより求める。 改善前入力デ−タ 改善後入力デ−タ B(側壁部材の厚さ) 3.2mm 3.2mm d(ノッチの深さ) 1.6mm 0.5mm 2θ(ノッチの角度) 0 0 ρ(ノッチのr) ≒0 ≒0 d/B(ノッチの深さ) 0.5 0.16 ρ/B 0.015 0.015 α(応力集中率) 6.3 4.25 応力緩和率 100% 67.5% となり、30%近くの応力緩和が可能であることがわかる。In FIG. 3, the stress concentration rates before and after the improvement are obtained from the graph of FIG. Input data before improvement Input data after improvement B (thickness of sidewall member) 3.2mm 3.2mm d (depth of notch) 1.6mm 0.5mm 2θ (angle of notch) 0 0 ρ (notch R) ≈ 0 ≈ 0 d / B (depth of notch) 0.5 0.16 ρ / B 0.015 0.015 α (stress concentration rate) 6.3 4.25 Stress relaxation rate 100% 67. It is 5%, which means that stress relaxation of nearly 30% is possible.

【0008】[0008]

【効果】【effect】

タンクの側壁板に対し他の側壁板を突当ててすみ肉溶接によって接合する溶接 結合部において、高い集中応力の発生する部位の側壁板にスリットを設け、すみ 肉溶接の外にスリット部にも溶接を施すようにした。 このようにしたので、非溶接部の寸法が縮少され、応力集中度が緩和されるの で、過酷な振動を受けても溶接溶け込み部aに亀裂3が短時間で発生するような 不具合がなくなり、タンクの寿命を大巾に延ばすことが可能となった。 At the welded joint where the other side wall plate is abutted against the side wall plate of the tank and joined by fillet welding, a slit is provided in the side wall plate where high concentrated stress occurs, and also in the slit part outside the fillet weld. I tried to weld it. Since this is done, the size of the non-welded part is reduced and the stress concentration is relaxed, so that even if it is subjected to severe vibration, cracks 3 may occur in the weld penetration part a in a short time. It has become possible to extend the life of the tank significantly.

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

【図1】公知建設機械の油タンクを示し、図1(a)は正
面図、図1(b)は図1(a)のA矢視断面図、図1(c)は
溶接部に於る応力集中を示すグラフ。
1 shows an oil tank of a known construction machine, FIG. 1 (a) is a front view, FIG. 1 (b) is a sectional view taken along the arrow A in FIG. 1 (a), and FIG. 1 (c) is a welded portion. A graph showing the stress concentration.

【図2】本考案に係る油タンクを示し、図2(a)は正面
図、図2(b)は図2(a)のB矢視断面図、図2(c)は溶
接部の応力集中を示すグラフ。
2 shows an oil tank according to the present invention, FIG. 2 (a) is a front view, FIG. 2 (b) is a sectional view taken along the arrow B in FIG. 2 (a), and FIG. Graph showing concentration.

【図3】ノッチの深さと応力集中率の関係グラフ。FIG. 3 is a graph showing the relationship between notch depth and stress concentration rate.

【符号の説明】[Explanation of symbols]

S スリット 1 タンク 1a,1b 側壁板 2 すみ肉溶接 2a すみ肉溶接 2b 溶接 3 亀裂 4 スリットを設ける範囲 S Slit 1 Tank 1a, 1b Side wall plate 2 Fillet weld 2a Fillet weld 2b Weld 3 Crack 4 Slit area

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 タンクの側壁板(1a)に対し側壁板(1b)を
突当ててすみ肉によって接合する溶接結合部において、
高い集中応力発生する部位の側壁板(1a)にスリット(S)
を設け、すみ肉溶接の外にスリット部に溶接を施して結
合して構成したことを特徴とする建設機械における油タ
ンクの溶接構造。
1. A welded joint portion in which a side wall plate (1b) is abutted against a side wall plate (1a) of a tank and joined by fillet,
Slit (S) on side wall plate (1a) where high concentrated stress occurs
A welding structure for an oil tank in a construction machine, characterized in that the slit portion is welded to the outside of the fillet weld and is joined.
JP3953892U 1992-05-19 1992-05-19 Welding structure of oil tank in construction machinery Pending JPH0593660U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3953892U JPH0593660U (en) 1992-05-19 1992-05-19 Welding structure of oil tank in construction machinery

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3953892U JPH0593660U (en) 1992-05-19 1992-05-19 Welding structure of oil tank in construction machinery

Publications (1)

Publication Number Publication Date
JPH0593660U true JPH0593660U (en) 1993-12-21

Family

ID=12555832

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3953892U Pending JPH0593660U (en) 1992-05-19 1992-05-19 Welding structure of oil tank in construction machinery

Country Status (1)

Country Link
JP (1) JPH0593660U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021215208A1 (en) * 2020-04-21 2021-10-28 株式会社日立製作所 Weld structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021215208A1 (en) * 2020-04-21 2021-10-28 株式会社日立製作所 Weld structure

Similar Documents

Publication Publication Date Title
JP2021004475A (en) Welding method and fulcrum reinforcement method for truss bridge
JP2020002634A (en) Metal bracket
JP2008055448A (en) Weld joint structure, and lap fillet welding method
US9855808B2 (en) Suspension arm and method of producing the same
JPH0593660U (en) Welding structure of oil tank in construction machinery
JP2020002635A (en) Metal bracket
JP6519174B2 (en) Joining method and joint structure
JPH08243770A (en) Joining method for metal plate
JP4043307B2 (en) Method for forming joints in concrete piles
JPH09217420A (en) Connection structure of square steel pipe column and wide flange-shaped steel beam
JPS585757B2 (en) Yousetsu no Kaisaki Keijiyou
JP2016124003A (en) Point friction agitation joining structure
JPH07178585A (en) Welding structure of pipe stock and welding method therefor
JP6974241B2 (en) Stopper member
JPH1034328A (en) Low cycle fatigue resistant fillet welding method
JP3816051B2 (en) Welded structure
JPH0415854Y2 (en)
JP2017155511A (en) Column-beam joint part and column-beam joining method
JPH01303288A (en) Elevator enterance frame
JP2002242222A (en) Work arm structure for work machine
JPS6056593B2 (en) Single side welding method
JP5988108B2 (en) Square tubular steel end joint fitting and its joint structure
JP2700754B2 (en) Joint structure of steel pipe column and beam
JP3023423U (en) Column backing metal for welding
JP4157026B2 (en) Fixture