WO2014077094A1 - 溶接構造および作業機械 - Google Patents
溶接構造および作業機械 Download PDFInfo
- Publication number
- WO2014077094A1 WO2014077094A1 PCT/JP2013/078677 JP2013078677W WO2014077094A1 WO 2014077094 A1 WO2014077094 A1 WO 2014077094A1 JP 2013078677 W JP2013078677 W JP 2013078677W WO 2014077094 A1 WO2014077094 A1 WO 2014077094A1
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- WIPO (PCT)
- Prior art keywords
- intermittent
- weld
- welded
- welding
- long
- Prior art date
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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
- B23K31/00—Processes relevant to this subclass, specially adapted for particular articles or purposes, but not covered by only one of the preceding main groups
- B23K31/02—Processes relevant to this subclass, specially adapted for particular articles or purposes, but not covered by only one of the preceding main groups relating to soldering or welding
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F9/00—Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
- E02F9/08—Superstructures; Supports for superstructures
- E02F9/0808—Improving mounting or assembling, e.g. frame elements, disposition of all the components on the superstructures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F9/00—Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
- E02F9/08—Superstructures; Supports for superstructures
- E02F9/0808—Improving mounting or assembling, e.g. frame elements, disposition of all the components on the superstructures
- E02F9/0816—Welded frame structure
Definitions
- the present invention relates to a welded structure characterized by the structure of intermittent welding, and a work machine using the welded structure.
- the present invention has been made in view of the above points.
- the relationship between one intermittent welding in which a long member is fixed to a base material and the other intermittent welding in which a plate-like member is fixed to a long member is long. It is an object of the present invention to provide a welded structure capable of appropriately responding to the type of dominant load acting on the scale member, and a work machine using the welded structure.
- the invention described in claim 1 includes a base material, a long member having two long side edges and one long side edge fixed to the base material by one intermittent welding, and the other of the long members.
- a welded structure having a plate-like member fixed to the long edge by the other intermittent welding, one intermittent welding and the other intermittent in a region where a load for twisting the plate-like member acts on the long member predominantly Welded and welded in the form of parallel welding, and one intermittent welding and the other intermittent welding in the region where the bending load acts on the long member from the plate-like member to the staggered welding type
- a welded structure including a welded staggered weld.
- the invention described in claim 2 is such that the parallel welded portion and the staggered welded portion in the welded structure according to claim 1 are mixed in one long member.
- a working machine including a machine body, a work device and a mounted device mounted on the machine body, wherein the machine body has the welded structure according to claim 1 or 2 as a base material.
- one long side edge of the long member is fixed to the base material by one intermittent welding
- a plate-like member is fixed to the other long side edge of the long member by the other intermittent welding.
- the stress generated on the long member should be less than in the staggered welded part
- the stress generated in the long member can be reduced by selecting a staggered weld compared to the case of the parallel weld.
- Control that acts on long members Suitably it can be made to correspond to the form of intermittent welding according to the type of a load, can provide a welding structure attained an increase in the relative structural strength.
- the load that twists the plate-like member with respect to the long member acts predominantly.
- the stress generated in the long member can be reduced compared to the case of the parallel weld, and depending on the type of dominant load that varies depending on the location of the long member, one of the intermittent
- one long side edge of the beam member is fixed to the machine frame by one intermittent welding
- the staggered weld that welds one intermittent weld and the other intermittent weld in the form of staggered welding is selected by selecting the staggered weld that welds one intermittent weld and the other intermittent weld in the form of staggered welding.
- the stress generated in the beam member can be reduced compared to the case of the staggered weld, and the staggered weld should be selected in the area where the bending load acts on the beam member from the top plate.
- the stress generated in the member can be less than in the case of the parallel weld, and the type of intermittent welding can be appropriately adapted according to the type of dominant load acting on the beam member, and the relative structural strength Can be provided.
- FIG. 1 It is a perspective view showing one embodiment of the welding structure concerning the present invention. It is a front view of a welding structure same as the above.
- (A) is an intermittent welding structure model diagram for explaining parallel welding in the above-described welded structure
- (b) is an intermittent welding structure model diagram for explaining staggered welding in the above-described welded structure.
- the stress comparison example under the same load when the load which twists a plate-shaped member acts with respect to a long member of a weld structure same as the above is shown, (a) is for demonstrating the case where the load torsion acts same as the above It is a perspective model figure, (b) is explanatory drawing which shows stress distribution when the same torsion load acts on the long member of parallel welding, (c) is the elongate load to the long member of zigzag welding. It is explanatory drawing which shows the stress distribution at the time of acting.
- a stress comparison example under the same load when a vertical bending load is applied from a plate-like member to a long member of the same welded structure is shown, and (a) illustrates a case where the bending load acts dominantly.
- (B) is an explanatory view showing the stress distribution when the same bending load acts on the long member of the parallel welding, and (c) is the long bending of the staggered welding. It is explanatory drawing which shows stress distribution at the time of acting on a member.
- 1 is a side view showing an embodiment of a work machine according to the present invention. It is a perspective view which shows an example of the body structure of a working machine same as the above. It is a top view which shows arrangement
- FIG. 6 shows a hydraulic excavator 11 as a work machine according to the present invention, and includes a machine body 12 and a work device 13 mounted on the machine body 12.
- the airframe 12 includes a lower traveling body 14 and an upper revolving body 15 that is turnable with respect to the lower traveling body 14.
- the upper revolving body 15 includes an operator's cab in addition to the work device 13.
- a cab 16, a power unit 17, a counterweight 18 and the like to be formed are mounted.
- the work device 13 has a base end of a boom 13bm pivotally supported on the upper swing body 15, and a base end of a stick 13st is pivotally supported on the tip of the boom 13bm.
- Bucket 13bk is pivotally supported, and these are rotated by boom cylinder 13bmc, stick cylinder 13stc and bucket cylinder 13bkc, respectively.
- FIG. 7 shows a main airframe structure of the upper revolving body 15, a pair of main rails 22 having an I-shaped cross-sectional structure arranged and welded on the center portion of the airframe frame 21 as a base material, and extensions thereof.
- the work device mounting bracket 23 located above, the tank mounting portion 24 having a box-shaped cross-sectional structure disposed on one side thereof, the control valve mounting portion 25 having a box-shaped cross-sectional structure disposed in front thereof, and the working device
- a plurality of cab mounting portions 26 having a box-shaped cross-sectional structure disposed on the opposite side of the mounting bracket 23 and a cooling unit mounting portion 27 having a box-shaped cross-sectional structure disposed behind the mounting bracket 23 are provided.
- an engine 31 is disposed on the main rail 22, and a hydraulic circuit main pump 33 and a pilot pump that are driven by the engine 31 through a firewall 32 on the side of the engine 31.
- 34 is disposed, a fuel tank 35 and a hydraulic circuit hydraulic oil tank 36 are mounted on the tank mounting portion 24, a control valve 37 for hydraulic circuit control is mounted on the control valve mounting portion 25, and a cab mounting portion 26
- the cab 16 is mounted, and the cooling unit mounting portion 27 is opposed to a cooling fan 38 driven by the engine 31, and a radiator, an oil cooler, an after cooler and the like are integrated as a mounting unit 39 as a mounting device. Is installed.
- FIG. 1 and FIG. 2 show the welding structure in the cooling unit mounting portion 27 of the airframe structure of the upper revolving structure 15, and as a long member having two long edges on the airframe frame 21 as a base material.
- One (lower) long side edge of the beam member 41 is fixed by one intermittent welding 42a, 42b, 42c, and on the other (upper) long side edge of the beam member 41 as a plate-like member
- the top plate 43 is fixed by the other intermittent welding 44a, 44b, 44c.
- the top plate 43 has mounting holes 45, 46, 47, 48 as mounting portions for mounting a cooling unit 39 as a mounting device at a position spaced apart from the beam member 41 in the horizontal direction.
- one of the intermittent welds 42a, 42c and the other intermittent weld 44a, 44c are welded in a parallel welding format.
- the parallel welded portion Wpar is applied as a welded joint, and in the region Aben where the bending load is predominantly applied to the beam member 41 from the top plate 43, one intermittent weld 42b and the other intermittent weld 44b are staggered.
- the zigzag welded portion Wzig welded in this form is applied as a welded joint.
- FIG. 1 and 2 show an example in which the parallel welded portion Wpar and the staggered welded portion Wzig are mixed in the beam member 41 as one long member.
- the tank mounting portion 24 and the control valve mounting portion 25 are mixed.
- the present invention can also be applied to the case where the parallel welded portion and the staggered welded portion are distributed over a plurality of welding regions of a plurality of long members in the cooling unit mounting portion 27 and the like.
- FIG. 3A shows an intermittent welded structure model of a beam member 41par showing a parallel weld portion Wpar in which one (lower) intermittent weld 42 and the other (upper) intermittent weld 44 are welded in a parallel welding type.
- FIG. 3 (b) is an intermittent welded structural model of a beam member 41zig showing a staggered weld Wzig in which one (lower) intermittent weld 42 and the other (upper) intermittent weld 44 are welded in a staggered weld form. is there.
- the beam of parallel welding of (b) when the stress distribution under the same load when the load Ltwi for twisting the top plate 43 is applied to the beam member 41 is compared, the beam of parallel welding of (b) is shown.
- the stress generated in the member 41par is about 85% of the stress generated in the beam member 41zig of the staggered welding of (c), that is, a region where the load Ltwi for twisting the top plate 43 acts on the beam member 41 predominantly.
- the load received by the beam member 41par for parallel welding is about 85% of the load received by the beam member 41zig for zigzag welding.
- the beam member for the parallel weld Wpar 41par is better.
- the bending load Lben acts on the beam member 41par of parallel welding. Then, the stress distribution shown in FIG. 5B is obtained, and when the same bending load Lben acts on the zigzag welded beam member 41zig, the stress distribution shown in FIG. 5C is obtained. 5B and 5C, the finer the mesh in the mesh, the higher the stress range, and the same mesh represents the same stress range.
- 42c and the other intermittent weld 44a, 44c are welded in parallel welded form Wpar
- one intermittent weld 42b and the other intermittent weld 44b are welded in staggered weld form Wzig
- the beam member 41 is selected by selecting the parallel welded portion Wpar.
- the stress generated in the zigzag weld Wzig can be reduced by selecting the zigzag weld Wzig.
- Beam member 41 In accordance with the type of dominant load that varies depending on the location of the beam member 41, one of the intermittent welds 42a, 42b, 42c and the other intermittent weld 44a can be reduced. , 44b, 44c can be made to correspond appropriately, and the structural strength can be relatively increased over the entire length of the beam member 41 as compared with the case of using the common type intermittent welding.
- one long side edge of the beam member 41 as a long member is fixed to the body frame 21 as a base material by one intermittent welding 42a, 42b, 42c, and the other long side edge of the beam member 41 is
- the top plate 43 as a plate-like member provided with a mounting portion such as a cooling unit 39 as a mounted device is fixed by the other intermittent welding 44a, 44b, 44c, as shown in FIG.
- the stress generated in the beam member 41zig of the staggered weld Wzig can be made smaller than the stress generated in the beam member 41par of the parallel weld Wpar, and the types of dominant loads Ltwi and Lben acting on the beam member 41 Accordingly, it is possible to provide a welded structure and work machine that can appropriately correspond to the type of intermittent welding according to the above, and that can relatively increase the structural strength.
- the welding structure of the present invention is not limited to the cooling unit mounting portion 27 having a box-shaped cross-sectional structure, for example, similarly to the tank mounting portion 24 and the control valve mounting portion 25 having a box-shaped cross-sectional structure. Applicable.
- one long side edge of a long member having two long side edges is attached to the body frame 21 as a base material.
- the welding structure is fixed in the same way, and the plate-like member is fixed to the other long side edge of the long member by the other intermittent welding.
- the load that twists the plate-like member dominates the long member.
- one intermittent welding and the other intermittent welding are welded in the form of parallel welding, and in the region where the bending load acts predominantly on the long member, one intermittent welding and the other intermittent welding are performed. Welding and welding in the form of staggered welding.
- the parallel welded portion Wpar and the staggered welded portion Wzig are appropriately mixed according to the load. It is possible to provide a welded structure that can increase the structural strength relative to the case of using a common type intermittent welding over the entire length of the long member. Moreover, when the kind of dominant load which acts mainly for each long member differs between each mounting part 24 and 25, parallel welding part Wpar and zigzag welding according to the load for each long member The portion Wzig can be appropriately dispersed, and the structural strength can be increased as compared with the case where the intermittent welding of the common type is used for all the long members.
- the work machine of the present invention is not limited to the swing type hydraulic excavator 11, but can be applied to other work machines having a work device in a non-turn type body frame, such as a bulldozer or a wheel loader. be able to.
- the present invention has applicability to business operators involved in the manufacture, sale or leasing of welded structures and work machines.
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- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Butt Welding And Welding Of Specific Article (AREA)
- Body Structure For Vehicles (AREA)
Abstract
Description
12 機体
13 作業装置
21 母材としての機体フレーム
39 搭載機器としてのクーリングユニット
41 長尺部材としての梁部材
42a,42b,42c 一方の断続溶接
43 板状部材としての天板
44a,44b,44c 他方の断続溶接
45~48 搭載機器の取付部としての取付穴
Ltwi ねじる荷重
Atwi ねじる荷重が支配的に作用する領域
Wpar 並列溶接部
Lben 曲げ荷重
Aben 曲げ荷重が支配的に作用する領域
Wzig 千鳥溶接部
Claims (3)
- 母材と、
2つの長辺縁を有し母材に一方の長辺縁を一方の断続溶接により固着された長尺部材と、
長尺部材の他方の長辺縁に他方の断続溶接により固着された板状部材とを具備した溶接構造において、
長尺部材に対し板状部材をねじる荷重が支配的に作用する領域で一方の断続溶接と他方の断続溶接とを並列溶接の形式に溶接した並列溶接部と、
長尺部材に対し板状部材から曲げ荷重が支配的に作用する領域で一方の断続溶接と他方の断続溶接とを千鳥溶接の形式に溶接した千鳥溶接部とを備えた
ことを特徴とする溶接構造。 - 並列溶接部および千鳥溶接部は、1つの長尺部材に混在させた
ことを特徴とする請求項1記載の溶接構造。 - 機体と、
機体に搭載された作業装置および搭載機器とを具備した作業機械において、
機体は、請求項1または2記載の溶接構造を有し、
母材としての機体フレームと、
機体フレーム上に溶接された長尺部材としての梁部材と、
梁部材上に溶接された板状部材としての天板とを備え、
天板は、
梁部材から水平方向に離間された位置に取り付けられる搭載機器の取付部を有する
ことを特徴とする作業機械。
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201380002310.0A CN104768691B (zh) | 2012-11-13 | 2013-10-23 | 焊接构造及作业机械 |
EP13855565.1A EP2921248A4 (en) | 2012-11-13 | 2013-10-23 | WELD STRUCTURE AND MACHINERY |
US14/442,663 US10047499B2 (en) | 2012-11-13 | 2013-10-23 | Welded structure and machinery |
KR1020137031320A KR20150080963A (ko) | 2012-11-13 | 2013-10-23 | 용접 구조 및 작업 기계 |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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JP2012-249570 | 2012-11-13 | ||
JP2012249570A JP5875077B2 (ja) | 2012-11-13 | 2012-11-13 | 溶接構造および作業機械 |
Publications (1)
Publication Number | Publication Date |
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WO2014077094A1 true WO2014077094A1 (ja) | 2014-05-22 |
Family
ID=50731013
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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PCT/JP2013/078677 WO2014077094A1 (ja) | 2012-11-13 | 2013-10-23 | 溶接構造および作業機械 |
Country Status (6)
Country | Link |
---|---|
US (1) | US10047499B2 (ja) |
EP (1) | EP2921248A4 (ja) |
JP (1) | JP5875077B2 (ja) |
KR (1) | KR20150080963A (ja) |
CN (1) | CN104768691B (ja) |
WO (1) | WO2014077094A1 (ja) |
Cited By (2)
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JP2014097513A (ja) * | 2012-11-13 | 2014-05-29 | Caterpillar Sarl | 溶接構造および作業機械 |
CN106001963A (zh) * | 2016-06-23 | 2016-10-12 | 无锡奥特维智能装备有限公司 | 一种用于电池组件生产的焊接方法 |
Families Citing this family (3)
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JP7128032B2 (ja) * | 2018-06-04 | 2022-08-30 | キャタピラー エス エー アール エル | 建設機械のフレーム |
JP7286414B2 (ja) * | 2019-05-24 | 2023-06-05 | キャタピラー エス エー アール エル | 建設機械のフレーム |
CN114310083B (zh) * | 2021-12-27 | 2024-01-30 | 湖南创研工业技术研究院有限公司 | 一种铁锹焊接成型专机 |
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2013
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JP2014097513A (ja) * | 2012-11-13 | 2014-05-29 | Caterpillar Sarl | 溶接構造および作業機械 |
CN106001963A (zh) * | 2016-06-23 | 2016-10-12 | 无锡奥特维智能装备有限公司 | 一种用于电池组件生产的焊接方法 |
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CN104768691A (zh) | 2015-07-08 |
US20160273189A1 (en) | 2016-09-22 |
CN104768691B (zh) | 2017-05-24 |
JP5875077B2 (ja) | 2016-03-02 |
EP2921248A1 (en) | 2015-09-23 |
KR20150080963A (ko) | 2015-07-13 |
JP2014097513A (ja) | 2014-05-29 |
US10047499B2 (en) | 2018-08-14 |
EP2921248A4 (en) | 2016-08-24 |
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