Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP6964530B2 - Pipe joining structure and joining method - Google Patents
[go: Go Back, main page]

JP6964530B2 - Pipe joining structure and joining method - Google Patents

Pipe joining structure and joining method Download PDF

Info

Publication number
JP6964530B2
JP6964530B2 JP2018015893A JP2018015893A JP6964530B2 JP 6964530 B2 JP6964530 B2 JP 6964530B2 JP 2018015893 A JP2018015893 A JP 2018015893A JP 2018015893 A JP2018015893 A JP 2018015893A JP 6964530 B2 JP6964530 B2 JP 6964530B2
Authority
JP
Japan
Prior art keywords
pipe
joint
joining
joined
cylinder portion
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.)
Active
Application number
JP2018015893A
Other languages
Japanese (ja)
Other versions
JP2019130574A (en
Inventor
伸志 佐藤
岳史 山田
雄幹 山崎
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 JP2018015893A priority Critical patent/JP6964530B2/en
Priority to PCT/JP2019/002569 priority patent/WO2019151157A1/en
Publication of JP2019130574A publication Critical patent/JP2019130574A/en
Application granted granted Critical
Publication of JP6964530B2 publication Critical patent/JP6964530B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K9/00Arc welding or cutting
    • B23K9/02Seam welding; Backing means; Inserts
    • B23K9/028Seam welding; Backing means; Inserts for curved planar seams
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K9/00Arc welding or cutting
    • B23K9/02Seam welding; Backing means; Inserts
    • B23K9/032Seam welding; Backing means; Inserts for three-dimensional [3D] seams
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K9/00Arc welding or cutting
    • B23K9/04Welding for other purposes than joining, e.g. built-up welding
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B11/00Connecting constructional elements or machine parts by sticking or pressing them together, e.g. cold pressure welding
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B7/00Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Plasma & Fusion (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)
  • Standing Axle, Rod, Or Tube Structures Coupled By Welding, Adhesion, Or Deposition (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Description

本発明は、パイプの接合構造及び接合方法に関する。 The present invention relates to a pipe joining structure and a joining method.

例えば、クレーンのトラスブームは、図8Aに示すように、主パイプ101に枝パイプ103を斜めに接合させた構造を備えている。枝パイプ103を主パイプ103に接合させるには、主パイプ101の周面に枝パイプ103を斜めに突き合わせ、その突き合わせ箇所を溶接することで接合される。このため、突き合わせ箇所には、図8Bに示すように、溶接部105が形成される。 For example, as shown in FIG. 8A, the truss boom of a crane has a structure in which a branch pipe 103 is diagonally joined to a main pipe 101. In order to join the branch pipe 103 to the main pipe 103, the branch pipe 103 is diagonally butted against the peripheral surface of the main pipe 101, and the butted portion is welded to join. Therefore, as shown in FIG. 8B, a welded portion 105 is formed at the butt portion.

また、パイプ同士を接合させる他の技術として、中子の切断面が枝パイプの切断面より僅かに露出するような状態になるまで中子を枝パイプに内挿させて中子に枝パイプを仮固定し、その後、主パイプの周面と中子の切断面とを突き合わせて、当接する外周部分を溶接するものがある(例えば、特許文献1参照)。 In addition, as another technique for joining pipes to each other, the core is inserted into the branch pipe until the cut surface of the core is slightly exposed from the cut surface of the branch pipe, and the branch pipe is inserted into the core. There is a method in which the peripheral surface of the main pipe and the cut surface of the core are butted against each other and the outer peripheral portion to be in contact with the pipe is welded after being temporarily fixed (see, for example, Patent Document 1).

特開2001−58264号公報Japanese Unexamined Patent Publication No. 2001-58264

ところで、主パイプの周面に枝パイプを突き合わせて溶接する接合構造では、図8Bに示すように、枝パイプ103の内周側を溶接することが困難であるため、枝パイプ103の内周側に未溶接部Gが生じ、主パイプ101と枝パイプ103の接合強度が十分に確保されないおそれがある。
また、枝パイプ103が主パイプ101に斜めに接合されている(主パイプ101の軸線Oaに対して枝パイプ103の軸線Obが傾斜している)ため、主パイプ101と枝パイプ103の接合部も、枝パイプ103の軸線Obに対して傾斜している。このため、枝パイプ103に軸線Ob方向の荷重が作用すると、接合部にせん断方向の荷重が作用する。特に、接合部に未接合部Gがあるため、このせん断方向の荷重に対して接合強度が低下してしまう。
By the way, in the joint structure in which the branch pipe is abutted against the peripheral surface of the main pipe and welded, as shown in FIG. 8B, it is difficult to weld the inner peripheral side of the branch pipe 103, so that the inner peripheral side of the branch pipe 103 is welded. An unwelded portion G may be formed in the pipe, and the joint strength between the main pipe 101 and the branch pipe 103 may not be sufficiently secured.
Further, since the branch pipe 103 is diagonally joined to the main pipe 101 (the axis Ob of the branch pipe 103 is inclined with respect to the axis Oa of the main pipe 101), the joint portion between the main pipe 101 and the branch pipe 103 Is also inclined with respect to the axis Ob of the branch pipe 103. Therefore, when a load in the axial direction Ob direction acts on the branch pipe 103, a load in the shear direction acts on the joint portion. In particular, since there is an unjoined portion G in the joint portion, the joint strength is lowered with respect to the load in the shearing direction.

特許文献1に記載の接合構造では、中子を用いて枝パイプと主パイプとを接合する構造であるため、別途、中子を用意する必要があり、また、中子の切断面を主パイプの周面に合わせて加工する必要があり、コストアップを招いてしまう。 In the joining structure described in Patent Document 1, since the branch pipe and the main pipe are joined using a core, it is necessary to separately prepare the core, and the cut surface of the core is the main pipe. It is necessary to process it according to the peripheral surface of the pipe, which causes an increase in cost.

本発明の目的は、コストを極力抑えつつ十分な接合強度を確保することができ、しかも容易に接合させることが可能なパイプの接合構造及び接合方法を提供することにある。 An object of the present invention is to provide a pipe joining structure and joining method capable of ensuring sufficient joining strength while suppressing costs as much as possible and easily joining.

本発明は下記構成からなる。
(1) 第一パイプに第二パイプが接合されるパイプの接合構造であって、
前記第一パイプの周面に筒状の継手が形成され、
前記継手の端面に前記第二パイプの端面が突き当てられて溶接によって接合され、
前記継手は、前記第一パイプの周面に対して、溶加材を溶融及び凝固させた溶着ビードを積層させた積層造形物からなる
パイプの接合構造。
(2) 第一パイプに第二パイプを接合させるパイプの接合方法であって、
前記第一パイプの周面に筒状の継手を形成する継手形成工程と、
前記継手の端面に前記第二パイプの端面を突き当てて溶接によって接合させる接合工程と、
を含み、
前記継手形成工程において、
前記第一パイプの周面に対して、溶加材を溶融及び凝固させた溶着ビードを積層させて筒状の前記継手を形成する
パイプの接合方法。
The present invention has the following configuration.
(1) A pipe joining structure in which the second pipe is joined to the first pipe.
A cylindrical joint is formed on the peripheral surface of the first pipe, and a tubular joint is formed.
The end face of the second pipe is abutted against the end face of the joint and joined by welding.
The joint is a joint structure of a pipe made of a laminated model in which a welded bead obtained by melting and solidifying a filler metal is laminated on the peripheral surface of the first pipe.
(2) A pipe joining method for joining the second pipe to the first pipe.
A joint forming step of forming a cylindrical joint on the peripheral surface of the first pipe, and
A joining process in which the end face of the second pipe is abutted against the end face of the joint and joined by welding.
Including
In the joint forming process
A method for joining a pipe in which a welded bead obtained by melting and solidifying a filler metal is laminated on the peripheral surface of the first pipe to form the tubular joint.

本発明によれば、コストを極力抑えつつ十分な接合強度を確保することができ、しかも容易に接合させることが可能なパイプの接合構造及び接合方法を提供できる。 According to the present invention, it is possible to provide a pipe joining structure and joining method capable of ensuring sufficient joining strength while suppressing costs as much as possible and easily joining.

本発明のパイプの接合構造を示す接合箇所の斜視図である。It is a perspective view of the joint part which shows the joint structure of the pipe of this invention. 本発明のパイプの接合構造を示す接合箇所の断面図である。It is sectional drawing of the joint part which shows the joint structure of the pipe of this invention. 継手を積層造形によって形成する製造システムの模式的な概略構成図である。It is a schematic schematic block diagram of the manufacturing system which forms a joint by laminated molding. パイプの接合方法における継手形成工程を説明する接合箇所の断面図である。It is sectional drawing of the joint part explaining the joint formation process in the joint method of a pipe. パイプの接合方法における継手形成工程を説明する接合箇所の断面図である。It is sectional drawing of the joint part explaining the joint formation process in the joint method of a pipe. パイプの接合方法における接合工程を説明する接合箇所の断面図である。It is sectional drawing of the joining part explaining the joining process in the joining method of a pipe. 変形例1に係るパイプの接合構造を示す接合箇所の斜視図である。It is a perspective view of the joint portion which shows the joint structure of the pipe which concerns on modification 1. FIG. 変形例1に係るパイプの接合構造を示す接合箇所の断面図である。It is sectional drawing of the joint part which shows the joint structure of the pipe which concerns on modification 1. FIG. 変形例2に係るパイプの接合構造を示す接合箇所の斜視図である。It is a perspective view of the joint portion which shows the joint structure of the pipe which concerns on modification 2. FIG. 変形例3に係るパイプの接合構造を示す接合箇所の斜視図である。It is a perspective view of the joint portion which shows the joint structure of the pipe which concerns on modification 3. FIG. 変形例3に係るパイプの接合構造を示す接合箇所の断面図である。It is sectional drawing of the joint part which shows the joint structure of the pipe which concerns on modification 3. FIG. 比較例に係るパイプの接合構造を示す接合箇所の断面図である。It is sectional drawing of the joint part which shows the joint structure of the pipe which concerns on a comparative example. 従来のパイプの接合構造を示す接合箇所の斜視図である。It is a perspective view of the joint part which shows the joint structure of the conventional pipe. 従来のパイプの接合構造を示す接合箇所の断面図である。It is sectional drawing of the joint part which shows the joint structure of the conventional pipe.

以下、本発明の一実施形態に係るパイプの接合構造及び接合方法について、図1〜図3Cを参照して説明する。 Hereinafter, a pipe joining structure and a joining method according to an embodiment of the present invention will be described with reference to FIGS. 1 to 3C.

図1A及び図1Bに示すように、本実施形態のパイプの接合構造は、主パイプである第一パイプ51と、枝パイプである第二パイプ53との接合構造である。これらの第一パイプ51及び第二パイプ53は、例えば、クレーンのトラスブームを構成する管部材でありいずれも円筒状に形成されている。また、第二パイプ53は、第一パイプ51の周面に対して継手55を介して斜めに接合されている。このため、第一パイプ51の軸線Oaに対して、第二パイプ53の軸線Obが傾斜されている(図1B参照)。 As shown in FIGS. 1A and 1B, the pipe joining structure of the present embodiment is a joining structure of a first pipe 51 which is a main pipe and a second pipe 53 which is a branch pipe. These first pipe 51 and second pipe 53 are, for example, pipe members constituting a truss boom of a crane, and both are formed in a cylindrical shape. Further, the second pipe 53 is obliquely joined to the peripheral surface of the first pipe 51 via a joint 55. Therefore, the axis Ob of the second pipe 53 is inclined with respect to the axis Oa of the first pipe 51 (see FIG. 1B).

継手55は、後述する積層造形装置11によって第一パイプ51の周面に造形された積層造形物からなるもので、第一パイプ51の周面に固着された接合部57と、接合部57から第二パイプ53の接合方向に沿って斜めに延在する接合筒部59とを有している。接合筒部59は、第二パイプ53とほぼ同一の肉厚とされている。接合部57は、接合筒部59側から第一パイプ51との接合側へ向かって次第に肉厚が広がる断面形状とされている。 The joint 55 is made of a laminated model formed on the peripheral surface of the first pipe 51 by the laminated modeling device 11 described later, and is formed from the joint portion 57 fixed to the peripheral surface of the first pipe 51 and the joint portion 57. It has a joint cylinder portion 59 extending diagonally along the joint direction of the second pipe 53. The joint cylinder portion 59 has a wall thickness substantially the same as that of the second pipe 53. The joint portion 57 has a cross-sectional shape in which the wall thickness gradually increases from the joint cylinder portion 59 side toward the joint side with the first pipe 51.

接合筒部59には、その端面に第二パイプ53が突き当てられた状態で接合されている。接合筒部59の端面と第二パイプ53の端面とが突き合わされて接合される接合面65は、第二パイプ53の軸線Obに対して垂直面とされる。また、接合筒部59の端部における外周側には、テーパ部59aが形成される。これにより、接合筒部59と第二パイプ53との接合箇所には、その周囲に開先61が形成され、この開先61で溶接することで継手55の接合筒部59と第二パイプ53とが溶接部63によって接合されている。 The second pipe 53 is joined to the joining cylinder portion 59 in a state where the second pipe 53 is abutted against the end face thereof. The joint surface 65, in which the end surface of the joint cylinder portion 59 and the end surface of the second pipe 53 are abutted and joined, is a plane perpendicular to the axis Ob of the second pipe 53. Further, a tapered portion 59a is formed on the outer peripheral side of the end portion of the joining cylinder portion 59. As a result, a groove 61 is formed around the joint portion between the joint cylinder portion 59 and the second pipe 53, and by welding at the groove 61, the joint cylinder portion 59 and the second pipe 53 of the joint 55 are formed. Is joined by a welded portion 63.

次に、継手55を造形する積層造形装置について説明する。図2は継手を積層造形によって形成する製造システムの模式的な概略構成図である。 Next, a laminated modeling device for modeling the joint 55 will be described. FIG. 2 is a schematic schematic configuration diagram of a manufacturing system in which joints are formed by laminated molding.

製造システム100は、積層造形装置11と、積層造形装置11を統括制御するコントローラ15と、を備える。 The manufacturing system 100 includes a laminated modeling device 11 and a controller 15 that controls the laminated modeling device 11 in an integrated manner.

積層造形装置11は、先端軸にトーチ17を有する溶接ロボット19と、トーチ17に溶加材(溶接ワイヤ)Mを供給する溶加材供給部23とを有する。トーチ17は、溶加材Mを先端から突出した状態に保持する。 The laminated modeling device 11 includes a welding robot 19 having a torch 17 on a tip shaft, and a filler material supply unit 23 that supplies a filler metal (welding wire) M to the torch 17. The torch 17 holds the filler metal M in a state of protruding from the tip.

コントローラ15は、CAD/CAM部31と、軌道演算部33と、記憶部35と、これらが接続される制御部37と、を有する。 The controller 15 includes a CAD / CAM unit 31, an orbit calculation unit 33, a storage unit 35, and a control unit 37 to which these are connected.

溶接ロボット19は、多関節ロボットであり、先端軸に設けたトーチ17には、溶加材Mが連続供給可能に支持される。トーチ17の位置や姿勢は、ロボットアームの自由度の範囲で3次元的に任意に設定可能となっている。 The welding robot 19 is an articulated robot, and the filler metal M is continuously supplied to the torch 17 provided on the tip shaft. The position and posture of the torch 17 can be arbitrarily set three-dimensionally within the range of the degree of freedom of the robot arm.

トーチ17は、不図示のシールドノズルを有し、シールドノズルからシールドガスが供給される。本構成で用いられるアーク溶接法としては、被覆アーク溶接や炭酸ガスアーク溶接等の消耗電極式、TIG溶接やプラズマアーク溶接等の非消耗電極式のいずれであってもよく、作製する積層造形物Wに応じて適宜選定される。 The torch 17 has a shield nozzle (not shown), and shield gas is supplied from the shield nozzle. The arc welding method used in this configuration may be either a consumable electrode type such as shielded metal arc welding or carbon dioxide arc welding, or a non-consumable electrode type such as TIG welding or plasma arc welding. It is appropriately selected according to the situation.

例えば、消耗電極式の場合、シールドノズルの内部にはコンタクトチップが配置され、溶融電流が給電される溶加材Mがコンタクトチップに保持される。トーチ17は、溶加材Mを保持しつつ、シールドガス雰囲気で溶加材Mの先端からアークを発生する。溶加材Mは、ロボットアーム等に取り付けた不図示の繰り出し機構により、溶加材供給部23からトーチ17に送給される。そして、トーチ17を移動しつつ、連続送給される溶加材Mを溶融及び凝固させると、溶加材Mの溶融凝固体である線状の溶着ビード25が形成される。 For example, in the case of the consumable electrode type, a contact tip is arranged inside the shield nozzle, and the filler metal M to which the melting current is supplied is held by the contact tip. The torch 17 generates an arc from the tip of the filler metal M in a shield gas atmosphere while holding the filler metal M. The filler metal M is fed from the filler metal supply unit 23 to the torch 17 by a feeding mechanism (not shown) attached to a robot arm or the like. Then, when the filler metal M that is continuously fed is melted and solidified while moving the torch 17, a linear welded bead 25 that is a melt-solidified body of the filler metal M is formed.

なお、溶加材Mを溶融させる熱源としては、上記したアークに限らない。例えば、アークとレーザとを併用した加熱方式、プラズマを用いる加熱方式、電子ビームやレーザを用いる加熱方式等、他の方式による熱源を採用してもよい。電子ビームやレーザにより加熱する場合、加熱量を更に細かく制御でき、溶着ビードの状態をより適正に維持して、積層構造物Wの更なる品質向上に寄与できる。 The heat source for melting the filler metal M is not limited to the above-mentioned arc. For example, a heat source by another method such as a heating method using both an arc and a laser, a heating method using plasma, and a heating method using an electron beam or a laser may be adopted. When heating by an electron beam or a laser, the amount of heating can be controlled more finely, the state of the welded bead can be maintained more appropriately, and the quality of the laminated structure W can be further improved.

CAD/CAM部31は、作製しようとする積層造形物Wの形状データを作成した後、複数の層に分割して各層の形状を表す層形状データを生成する。軌道演算部33は、生成された層形状データに基づいてトーチ17の移動軌跡を求める。記憶部35は、生成された層形状データやトーチ17の移動軌跡等のデータを記憶する。 After creating the shape data of the laminated model W to be manufactured, the CAD / CAM unit 31 divides the laminated model W into a plurality of layers and generates layer shape data representing the shape of each layer. The trajectory calculation unit 33 obtains the movement trajectory of the torch 17 based on the generated layer shape data. The storage unit 35 stores data such as the generated layer shape data and the movement locus of the torch 17.

制御部37は、記憶部35に記憶された層形状データやトーチ17の移動軌跡に基づく駆動プログラムを実行して、溶接ロボット19を駆動する。つまり、溶接ロボット19は、コントローラ15からの指令により、軌道演算部33で生成したトーチ17の移動軌跡に基づき、溶加材Mをアークで溶融させながらトーチ17を移動する。図2においては、第一パイプ51の周面にトーチ17によって溶着ビード25を形成して積層させ、継手55からなる積層造形物Wを造形する様子を示している。 The control unit 37 drives the welding robot 19 by executing a drive program based on the layer shape data stored in the storage unit 35 and the movement locus of the torch 17. That is, the welding robot 19 moves the torch 17 while melting the filler metal M with an arc based on the movement locus of the torch 17 generated by the trajectory calculation unit 33 in response to a command from the controller 15. FIG. 2 shows a state in which a welded bead 25 is formed by a torch 17 on the peripheral surface of the first pipe 51 and laminated to form a laminated model W composed of a joint 55.

次に、第一パイプ51と第二パイプ53との接合方法について説明する。図3A及び図3Bはパイプの接合方法における継手形成工程を説明する接合箇所の断面図、図3Cはパイプの接合方法における接合工程を説明する接合箇所の断面図である。 Next, a method of joining the first pipe 51 and the second pipe 53 will be described. 3A and 3B are cross-sectional views of a joint portion for explaining the joint forming process in the pipe joining method, and FIG. 3C is a cross-sectional view of the joining portion for explaining the joining step in the pipe joining method.

(継手形成工程)
まず、製造システム100において、設定された層形状データから生成されるトーチ17の移動軌跡に沿って、トーチ17を溶接ロボット19の駆動により移動させながら溶加材Mを溶融させ、溶融した溶加材Mを第一パイプ51の周面上に供給する。そして、溶着ビード25を積層させた積層造形物Wからなる接合部57と接合筒部59とを有する筒状の継手55を造形する。このとき、図3Aに示すように、まず、第一パイプ51側の接合部57を、第一パイプ51の軸線Oaに対して垂直に形成していく。接合部57の肉厚が溶着ビード25のビード幅よりも厚い場合には、接合部57は、第1パイプ51の周面上に複数列の溶着ビード25によって形成されてもよい。さらに、図3Bに示すように、接合筒部59を、接合部57から連続して、第1パイプ51に対して傾斜するように形成する。
(Joint formation process)
First, in the manufacturing system 100, the filler metal M is melted while the torch 17 is moved by the drive of the welding robot 19 along the movement locus of the torch 17 generated from the set layer shape data, and the melted filler metal is melted. The material M is supplied on the peripheral surface of the first pipe 51. Then, a tubular joint 55 having a joint portion 57 and a joint tubular portion 59 made of a laminated model W in which the welding beads 25 are laminated is formed. At this time, as shown in FIG. 3A, first, the joint portion 57 on the first pipe 51 side is formed perpendicular to the axis Oa of the first pipe 51. When the wall thickness of the joint portion 57 is thicker than the bead width of the welded bead 25, the joint portion 57 may be formed by a plurality of rows of welded beads 25 on the peripheral surface of the first pipe 51. Further, as shown in FIG. 3B, the joint cylinder portion 59 is formed so as to be continuous with the joint portion 57 and inclined with respect to the first pipe 51.

その際、図3Bから明らかなように、接合筒部59の軸線Obに沿った長さは、円周方向において異なる(図中、接合筒部59は、左側の部分が右側の部分より長い。このため、接合筒部59は、まず、長さが最も短い部分の端面に達するまで、第一パイプ51の軸線Oaに対して垂直な方向で同じ高さに形成される環状の溶着ビード25を斜めにずらしながら積層する。その後、長さが長い側の接合筒部59の部分を形成するように、第一パイプ51の軸線Oaに対して垂直な方向で同じ高さに形成される円弧状の溶着ビード25を徐々に短くしながら積層し、接合筒部59の端面まで形成する。 At that time, as is clear from FIG. 3B, the lengths of the joint cylinder portion 59 along the axis Ob are different in the circumferential direction (in the figure, the left side portion of the joint cylinder portion 59 is longer than the right portion. Therefore, the joint cylinder portion 59 first has an annular weld bead 25 formed at the same height in the direction perpendicular to the axis Oa of the first pipe 51 until the end face of the shortest portion is reached. Laminate while shifting diagonally. After that, an arc shape formed at the same height in the direction perpendicular to the axis Oa of the first pipe 51 so as to form the portion of the joint cylinder portion 59 on the longer side. The welded beads 25 of the above are laminated while being gradually shortened to form up to the end face of the joint cylinder portion 59.

または、接合筒部59は、接合部57を造形した後、接合筒部59の軸線Ocの方向が上方を向くように第一パイプ51の姿勢を替え、接合筒部59の長さが最も長い位置から徐々に円弧状の溶着ビード25を徐々に長くしながら、環状の溶着ビード25が形成できるまで積層する。その後、上記姿勢のまま、環状の溶着ビード25を接合筒部59の端部まで積層する。 Alternatively, after shaping the joint portion 57, the joint cylinder portion 59 changes the posture of the first pipe 51 so that the direction of the axis line Occ of the joint cylinder portion 59 faces upward, and the length of the joint cylinder portion 59 is the longest. While gradually lengthening the arc-shaped welded bead 25 from the position, the welded bead 25 is laminated until an annular welded bead 25 can be formed. Then, in the above posture, the annular weld beads 25 are laminated up to the end of the joint cylinder portion 59.

また、接合筒部59の肉厚は、第二パイプ53と略同一であり、接合部57よりも薄肉に形成される。また、接合筒部59は、その軸線Ocに対して端面が垂直面となるように形成する。
なお、接合部57、接合筒部59の造形は、所望の形状が得られるものであれば、任意に積層することができる。
Further, the wall thickness of the joint cylinder portion 59 is substantially the same as that of the second pipe 53, and is formed to be thinner than the joint portion 57. Further, the joint cylinder portion 59 is formed so that the end surface is perpendicular to the axis line Occ.
The joint portion 57 and the joint cylinder portion 59 can be arbitrarily laminated as long as a desired shape can be obtained.

その後、造形された継手55に対して、機械加工等によって接合筒部59の端面を平滑にし、さらに、接合筒部59の端部における外周側に開先61となるテーパ部59aを形成する。 After that, the end surface of the joint cylinder portion 59 is smoothed by machining or the like on the formed joint 55, and a tapered portion 59a serving as a groove 61 is formed on the outer peripheral side of the end portion of the joint cylinder portion 59.

(接合工程)
図3Cに示すように、継手55の接合筒部59の端面に第二パイプ53の端面を突き合わせる。すると、接合筒部59と第二パイプ53の突き合わせ箇所における外周側に、開先61が形成される。その後、形成された開先61を溶接することで、開先61の溶接部63によって継手55の接合筒部59と第二パイプ53とが接合される(図1B参照)。このとき、継手55の接合筒部59と第二パイプ53とは、第二パイプ53の軸線Obに対して直交する面で接合させる。即ち、接合筒部59の端面は、軸線Ocに対して垂直面とされている。したがって、継手55の接合筒部59に第二パイプ53を接合させることで、第二パイプ53と接合筒部59とは、それぞれの軸線Ob,Ocが一致され、第二パイプ53及び接合筒部59の軸線Ob,Ocに対して直交する接合面65で接合されることとなる。
(Joining process)
As shown in FIG. 3C, the end face of the second pipe 53 is abutted against the end face of the joint cylinder portion 59 of the joint 55. Then, a groove 61 is formed on the outer peripheral side at the abutting portion between the joint cylinder portion 59 and the second pipe 53. After that, by welding the formed groove 61, the joint cylinder portion 59 of the joint 55 and the second pipe 53 are joined by the welded portion 63 of the groove 61 (see FIG. 1B). At this time, the joint cylinder portion 59 of the joint 55 and the second pipe 53 are joined on a plane orthogonal to the axis Ob of the second pipe 53. That is, the end surface of the joint cylinder portion 59 is a plane perpendicular to the axis line Occ. Therefore, by joining the second pipe 53 to the joint cylinder portion 59 of the joint 55, the axis lines Ob and Occ of the second pipe 53 and the joint cylinder portion 59 are matched, and the second pipe 53 and the joint cylinder portion are matched. It will be joined at the joining surface 65 orthogonal to the axes Ob and Occ of 59.

このように、本実施形態によれば、溶加材Mを溶融及び凝固させた溶着ビード25を積層させた積層造形物Wからなる筒状の継手55が第一パイプ51の周面に形成され、継手55の端面に第二パイプ53の端面が突き当てられて溶接によって接合されている。 As described above, according to the present embodiment, the tubular joint 55 made of the laminated model W in which the welding beads 25 obtained by melting and solidifying the filler metal M are laminated is formed on the peripheral surface of the first pipe 51. , The end face of the second pipe 53 is abutted against the end face of the joint 55 and joined by welding.

したがって、第一パイプ51の周面に第二パイプ53を突き合わせて直接溶接する場合と比較し、未溶接部Gを極力なくすことができ、接合強度の高い接合構造とすることができる。しかも、筒状の継手55と第二パイプ53とを溶接して接合するので、接合の容易化を図ることができ、また、ロボット等を用いたロボット溶接にも容易に対応させることができる。また、第二パイプ53の端面形状を第一パイプ51の周面形状に合わせて複雑な形状とする必要がなく、第2パイプの製造コストを抑えることができる。 Therefore, as compared with the case where the second pipe 53 is abutted against the peripheral surface of the first pipe 51 and directly welded, the unwelded portion G can be eliminated as much as possible, and a joint structure having high joint strength can be obtained. Moreover, since the tubular joint 55 and the second pipe 53 are welded and joined, the joining can be facilitated, and robot welding using a robot or the like can also be easily supported. Further, it is not necessary to make the end face shape of the second pipe 53 a complicated shape according to the peripheral surface shape of the first pipe 51, and the manufacturing cost of the second pipe can be suppressed.

また、継手55は、第一パイプ51の周面に固着された接合部57が、第二パイプ53と略同一の肉厚に形成されて第二パイプ53の軸線Ob方向に延びる接合筒部59よりも厚肉とされている。したがって、継手55における第一パイプ51との接合箇所での耐荷重を高めることができ、さらに高強度な接合構造とすることができる。 Further, in the joint 55, the joint portion 57 fixed to the peripheral surface of the first pipe 51 is formed to have substantially the same wall thickness as the second pipe 53, and the joint portion 59 extends in the axis Ob direction of the second pipe 53. It is said to be thicker than. Therefore, the load capacity at the joint portion of the joint 55 with the first pipe 51 can be increased, and a higher strength joint structure can be obtained.

しかも、第一パイプ51に対して継手55の接合筒部59が傾斜されている。したがって、この接合筒部59に第二パイプ53を接合することで、第一パイプ51に対して第二パイプ53を容易に斜めに接合することができる。 Moreover, the joint cylinder portion 59 of the joint 55 is inclined with respect to the first pipe 51. Therefore, by joining the second pipe 53 to the joining cylinder portion 59, the second pipe 53 can be easily and diagonally joined to the first pipe 51.

また、接合筒部59と第二パイプ53とが、第二パイプ53の軸線Obに対して直交する接合面65で接合されている。したがって、第二パイプ53に軸方向の荷重が作用しても、継手55と第二パイプ53との接合箇所に生じるせん断荷重の発生を抑制でき、耐荷重性をさらに高めることができる。 Further, the joining cylinder portion 59 and the second pipe 53 are joined by a joining surface 65 orthogonal to the axis Ob of the second pipe 53. Therefore, even if an axial load acts on the second pipe 53, it is possible to suppress the generation of a shear load generated at the joint between the joint 55 and the second pipe 53, and the load bearing capacity can be further improved.

次に、各種の変形例について説明する。
(変形例1)
図4A及び図4Bに示すように、変形例1では、第一パイプ51に対して第二パイプ53が垂直に接合されている。この場合、第一パイプ51に形成する継手55は、接合部57から接合筒部59が垂直に立設するように溶着ビード25を積層させて形成されることとなる。
Next, various modifications will be described.
(Modification example 1)
As shown in FIGS. 4A and 4B, in the first modification, the second pipe 53 is joined perpendicularly to the first pipe 51. In this case, the joint 55 formed in the first pipe 51 is formed by laminating the welding beads 25 so that the joint cylinder portion 59 stands vertically from the joint portion 57.

この変形例1の場合も、第一パイプ51の周面に積層造形した継手55に第二パイプ53を接合させているので、接合強度の高い接合構造とすることができる。また、第二パイプ53の端面形状を第一パイプ51の周面形状に合わせて複雑な形状とする必要がなく、接合にかかるコストを抑えることができる。 Also in the case of this modification 1, since the second pipe 53 is joined to the joint 55 laminated and shaped on the peripheral surface of the first pipe 51, a joining structure having high joining strength can be obtained. Further, it is not necessary to make the end face shape of the second pipe 53 a complicated shape according to the peripheral surface shape of the first pipe 51, and the cost for joining can be suppressed.

(変形例2)
図5に示すように、変形例2では、角パイプからなる第一パイプ51に対して角パイプからなる第二パイプ53が垂直に接合されている。この場合、第一パイプ51に形成する継手55は、第二パイプ53の断面形状と同一の角筒形状で第一パイプ51の周面から垂直に立設するように溶着ビード25を積層させて形成されることとなる。
(Modification 2)
As shown in FIG. 5, in the second modification, the second pipe 53 made of a square pipe is joined perpendicularly to the first pipe 51 made of a square pipe. In this case, the joint 55 formed in the first pipe 51 has a square tubular shape having the same cross-sectional shape as the second pipe 53, and the welding beads 25 are laminated so as to stand vertically from the peripheral surface of the first pipe 51. It will be formed.

この変形例2の場合も、第一パイプ51の周面に積層造形した継手55に第二パイプ53を接合させているので、接合強度の高い接合構造とすることができる。 Also in the case of this modification 2, since the second pipe 53 is joined to the joint 55 laminated and formed on the peripheral surface of the first pipe 51, a joining structure having high joining strength can be obtained.

(変形例3)
図6A及び図6Bに示すように、変形例3では、複数(本例では二つ)の継手55が、第一パイプ51の周面に対して一部が重なるように積層造形で形成され、接合筒部59が異なる方向へ延在する。そして、複数の接合筒部59には、第二パイプ53がそれぞれ接合されている。これらの接合筒部59は、第一パイプ51の周面に形成した接合部57から延在されている。それぞれの接合筒部59が形成された接合部57は、その一部が交差するように、第一パイプ51の周面に形成されている。
(Modification example 3)
As shown in FIGS. 6A and 6B, in the modified example 3, a plurality of (two in this example) joints 55 are formed by laminated molding so as to partially overlap the peripheral surface of the first pipe 51. The joint tube portion 59 extends in different directions. A second pipe 53 is joined to each of the plurality of joining cylinders 59. These joint cylinder portions 59 extend from the joint portion 57 formed on the peripheral surface of the first pipe 51. The joint portion 57 on which each joint cylinder portion 59 is formed is formed on the peripheral surface of the first pipe 51 so that a part thereof intersects.

この変形例3では、継手形成工程において、溶着ビード25を積層させて一部が重なる複数の継手55を形成する。具体的には、第一パイプ51の周面に、互いに一部が交差するように複数の接合部57を形成し、さらに、それぞれの接合部57から異なる方向へ延在する複数の接合筒部59を形成する。その後、接合工程において、複数の接合筒部59に第二パイプ53をそれぞれ接合させる。 In this modification 3, in the joint forming step, the welded beads 25 are laminated to form a plurality of joints 55 in which a part thereof overlaps. Specifically, a plurality of joint portions 57 are formed on the peripheral surface of the first pipe 51 so as to partially intersect with each other, and further, a plurality of joint cylinder portions extending in different directions from the respective joint portions 57. Form 59. After that, in the joining step, the second pipe 53 is joined to each of the plurality of joining cylinders 59.

ここで、図7は、第一パイプ51の周面に複数の第二パイプ53を直接接合させた比較例の接合構造を示している。 Here, FIG. 7 shows a joining structure of a comparative example in which a plurality of second pipes 53 are directly joined to the peripheral surface of the first pipe 51.

図7に示すように、一方の第二パイプ53は、第一パイプ51に対して垂直に接合されており、他方の第二パイプ53は、第一パイプ51と一方の第二パイプ53との両方に接合されて斜めに延在されている。この接合構造の場合も、それぞれの第二パイプ53の内周側に未溶接部Gが生じてしまう。また、この構造では、第二パイプ53同士の狭隘な隙間部分Sでの溶接が困難となる。これにより、この接合構造では、十分な耐荷重を得ることが困難となり、しかも、他方の第二パイプ53の端面形状がさらに複雑となり、さらなるコストアップを招いてしまう。 As shown in FIG. 7, one second pipe 53 is joined perpendicularly to the first pipe 51, and the other second pipe 53 is a combination of the first pipe 51 and one second pipe 53. It is joined to both and extends diagonally. Also in the case of this joint structure, an unwelded portion G is generated on the inner peripheral side of each of the second pipes 53. Further, in this structure, it becomes difficult to weld the second pipes 53 to each other in the narrow gap portion S. As a result, in this joint structure, it becomes difficult to obtain a sufficient load capacity, and the end face shape of the other second pipe 53 becomes more complicated, which further increases the cost.

これに対して、変形例3においても、第一パイプ51に対して積層造形した継手55を介して複数の第二パイプ53を高い強度で接合させることができる。また、それぞれの接合部57から延在するそれぞれの接合筒部59の長さを溶着ビード25の積層数を増やして長くすることで、各接合筒部59と第二パイプ53とのそれぞれの接合箇所を離し、溶接しやすくすることができる。しかも、継手55の一部が交差した接合部57の一部及び一方の接合筒部59の一部がリブ57aとなり、さらに耐荷重性を高めることができる。この場合、リブ57aは、第一パイプ51の周面に溶接によって接合され、且つ、該継手55の内部に形成される。即ち、接合部57の一部及び一方の接合筒部59の一部がリブ57aを形成して、他方の接合筒部59の内部に形成される。 On the other hand, also in the modified example 3, a plurality of second pipes 53 can be joined to the first pipe 51 with high strength via a laminated joint 55. Further, by increasing the number of laminated weld beads 25 to lengthen the length of each joint cylinder portion 59 extending from each joint portion 57, each of the joint cylinder portions 59 and the second pipe 53 is joined. It is possible to separate the parts and make it easier to weld. Moreover, a part of the joint portion 57 in which a part of the joint 55 intersects and a part of the joint cylinder portion 59 on one side become ribs 57a, and the load bearing capacity can be further improved. In this case, the rib 57a is joined to the peripheral surface of the first pipe 51 by welding and is formed inside the joint 55. That is, a part of the joint portion 57 and a part of one joint cylinder portion 59 form a rib 57a, and the rib 57a is formed inside the other joint cylinder portion 59.

なお、本発明は上記の実施形態に限定されるものではなく、実施形態の各構成を相互に組み合わせることや、明細書の記載、並びに周知の技術に基づいて、当業者が変更、応用することも本発明の予定するところであり、保護を求める範囲に含まれる。 It should be noted that the present invention is not limited to the above-described embodiment, and those skilled in the art may modify or apply the invention based on the combination of the configurations of the embodiments with each other, the description of the specification, and the well-known technique. Is also the subject of the present invention and is included in the scope for which protection is sought.

以上の通り、本明細書には次の事項が開示されている。
(1) 第一パイプに第二パイプが接合されるパイプの接合構造であって、
前記第一パイプの周面に筒状の継手が形成され、
前記継手の端面に前記第二パイプの端面が突き当てられて溶接によって接合され、
前記継手は、前記第一パイプの周面に対して、溶加材を溶融及び凝固させた溶着ビードを積層させた積層造形物からなる
パイプの接合構造。
このパイプの接合構造によれば、溶加材を溶融及び凝固させた溶着ビードを積層させた積層造形物からなる筒状の継手が第一パイプの周面に形成され、継手の端面に第二パイプの端面が突き当てられて溶接によって接合されている。
したがって、第一パイプの周面に第二パイプを突き合わせて直接溶接する場合と比較し、未溶接部を極力なくすことができ、接合強度の高い接合構造とすることができる。しかも、筒状の継手と第二パイプとを溶接して接合するので、接合の容易化を図ることができ、また、ロボット等を用いたロボット溶接にも容易に対応させることができる。
また、第二パイプの端面形状を第一パイプの周面形状に合わせて複雑な形状とする必要がなく、このため、第二パイプの製造コストを抑えることができる。
As described above, the following matters are disclosed in this specification.
(1) A pipe joining structure in which the second pipe is joined to the first pipe.
A cylindrical joint is formed on the peripheral surface of the first pipe, and a tubular joint is formed.
The end face of the second pipe is abutted against the end face of the joint and joined by welding.
The joint is a joint structure of a pipe made of a laminated model in which a welded bead obtained by melting and solidifying a filler metal is laminated on the peripheral surface of the first pipe.
According to the joint structure of this pipe, a tubular joint made of a laminated molded product obtained by laminating welded beads obtained by melting and solidifying a filler metal is formed on the peripheral surface of the first pipe, and a second joint is formed on the end surface of the joint. The end faces of the pipes are abutted and joined by welding.
Therefore, as compared with the case where the second pipe is abutted against the peripheral surface of the first pipe and directly welded, the unwelded portion can be eliminated as much as possible, and a joint structure having high joint strength can be obtained. Moreover, since the cylindrical joint and the second pipe are welded and joined, the joining can be facilitated, and robot welding using a robot or the like can also be easily supported.
Further, it is not necessary to make the end face shape of the second pipe a complicated shape according to the peripheral surface shape of the first pipe, and therefore, the manufacturing cost of the second pipe can be suppressed.

(2) 前記継手は、前記第一パイプの周面に固着された接合部と、前記接合部から前記第二パイプの軸線方向に延びる接合筒部と、を有し、
前記接合筒部は、前記第二パイプと略同一の肉厚を有し、前記接合部は、前記接合筒部よりも厚肉に形成されている(1)に記載のパイプの接合構造。
このパイプの接合構造によれば、継手は、第一パイプの周面に固着された接合部が、第二パイプと略同一の肉厚に形成されて第二パイプの軸線方向に延びる接合筒部よりも厚肉とされている。したがって、継手における第一パイプとの接合箇所での耐荷重を高めることができ、さらに高強度な接合構造とすることができる。
(2) The joint has a joint portion fixed to the peripheral surface of the first pipe and a joint cylinder portion extending from the joint portion in the axial direction of the second pipe.
The pipe joint structure according to (1), wherein the joint cylinder portion has substantially the same wall thickness as the second pipe, and the joint portion is formed to be thicker than the joint cylinder portion.
According to the joint structure of this pipe, the joint is a joint cylinder portion in which the joint portion fixed to the peripheral surface of the first pipe is formed to have substantially the same wall thickness as the second pipe and extends in the axial direction of the second pipe. It is said to be thicker than. Therefore, the load capacity at the joint with the first pipe in the joint can be increased, and a higher-strength joint structure can be obtained.

(3) 前記第一パイプに対して前記継手の前記接合筒部が傾斜され、
前記継手に接合された前記第二パイプが前記第一パイプに対して斜めに接合されている(2)に記載のパイプの接合構造。
このパイプの接合構造によれば、第一パイプに対して継手の接合筒部が傾斜されている。したがって、この接合筒部に第二パイプを接合することで、第一パイプに対して第二パイプを容易に斜めに接合することができる。
(3) The joint cylinder portion of the joint is inclined with respect to the first pipe,
The pipe joining structure according to (2), wherein the second pipe joined to the joint is joined obliquely to the first pipe.
According to the joint structure of this pipe, the joint cylinder portion of the joint is inclined with respect to the first pipe. Therefore, by joining the second pipe to the joining cylinder portion, the second pipe can be easily and diagonally joined to the first pipe.

(4) 前記継手の前記接合筒部と前記第二パイプとが、前記第二パイプの軸線に対して直交する面で接合されている(2)または(3)に記載のパイプの接合構造。
このパイプの接合構造によれば、接合筒部と第二パイプとが、第二パイプの軸線に対して直交する面で接合されている。したがって、第二パイプに軸方向の荷重が作用しても、継手と第二パイプとの接合箇所に生じるせん断荷重の発生を抑制でき、耐荷重性をさらに高めることができる。
(4) The pipe joining structure according to (2) or (3), wherein the joining cylinder portion of the joint and the second pipe are joined on a plane orthogonal to the axis of the second pipe.
According to the joining structure of this pipe, the joining cylinder portion and the second pipe are joined at a plane orthogonal to the axis of the second pipe. Therefore, even if an axial load acts on the second pipe, it is possible to suppress the generation of a shear load generated at the joint between the joint and the second pipe, and the load bearing capacity can be further improved.

(5) 前記継手は、異なる方向へ延在する複数の接合筒部を有し、複数の前記接合筒部に前記第二パイプがそれぞれ接合されている(2)から(4)のいずれか一つに記載のパイプの接合構造。
このパイプの接合構造によれば、第一パイプに対して積層造形した継手を介して複数の第二パイプを高い強度で接合させることができる。また、それぞれの接合筒部の長さを溶着ビードの積層数を増やして長くすることで、各接合筒部と第二パイプとのそれぞれの接合箇所を離し、溶接しやすくすることができる。
(6) 前記継手は、前記第一パイプの周面に溶接によって接合され、且つ、該継手の内部に形成されるリブを有する(1)から(5)のいずれか一つに記載のパイプの接合構造。
このパイプの接合構造によれば、継手の内部には、リブが形成される。したがって、継手の耐荷重性を高めることができる。
(5) The joint has a plurality of joint cylinders extending in different directions, and the second pipe is joined to the plurality of joint cylinders, respectively, from any one of (2) to (4). The pipe joint structure described in 1.
According to this pipe joining structure, a plurality of second pipes can be joined with high strength via a joint formed in a laminated manner with respect to the first pipe. Further, by increasing the length of each joint cylinder portion by increasing the number of laminated weld beads, the joint portion between each joint cylinder portion and the second pipe can be separated to facilitate welding.
(6) The pipe according to any one of (1) to (5), wherein the joint is joined to the peripheral surface of the first pipe by welding and has ribs formed inside the joint. Joint structure.
According to the joint structure of this pipe, ribs are formed inside the joint. Therefore, the load bearing capacity of the joint can be increased.

(7) 第一パイプに第二パイプを接合させるパイプの接合方法であって、
前記第一パイプの周面に筒状の継手を形成する継手形成工程と、
前記継手の端面に前記第二パイプの端面を突き当てて溶接によって接合させる接合工程と、
を含み、
前記継手形成工程において、
前記第一パイプの周面に対して、溶加材を溶融及び凝固させた溶着ビードを積層させて筒状の前記継手を形成する
パイプの接合方法。
このパイプの接合方法によれば、溶加材を溶融及び凝固させた溶着ビードを積層させた積層造形物からなる筒状の継手を第一パイプの周面に形成し、継手の端面に第二パイプの端面を突き当てて溶接によって接合する。
したがって、第一パイプの周面に第二パイプを突き合わせて直接溶接する場合と比較し、未溶接部を極力なくすことができ、高い接合強度で接合させることができる。しかも、筒状の継手と第二パイプとを溶接して接合するので、接合の容易化を図ることができ、また、ロボット等を用いたロボット溶接にも容易に対応させることができる。また、第二パイプの端面形状を第一パイプの周面形状に合わせて複雑な形状とする必要がなく、このため、第二パイプの製造コストを抑えることができる。
(7) A pipe joining method for joining the second pipe to the first pipe.
A joint forming step of forming a cylindrical joint on the peripheral surface of the first pipe, and
A joining process in which the end face of the second pipe is abutted against the end face of the joint and joined by welding.
Including
In the joint forming process
A method for joining a pipe in which a welded bead obtained by melting and solidifying a filler metal is laminated on the peripheral surface of the first pipe to form the tubular joint.
According to this pipe joining method, a tubular joint made of a laminated molded product obtained by laminating welded beads obtained by melting and solidifying a filler metal is formed on the peripheral surface of the first pipe, and a second joint is formed on the end surface of the joint. The end faces of the pipes are abutted and joined by welding.
Therefore, as compared with the case where the second pipe is abutted against the peripheral surface of the first pipe and directly welded, the unwelded portion can be eliminated as much as possible, and the joint can be joined with high joining strength. Moreover, since the cylindrical joint and the second pipe are welded and joined, the joining can be facilitated, and robot welding using a robot or the like can also be easily supported. Further, it is not necessary to make the end face shape of the second pipe a complicated shape according to the peripheral surface shape of the first pipe, and therefore, the manufacturing cost of the second pipe can be suppressed.

(8) 前記継手形成工程において、
前記第一パイプの周面に固着する接合部と、前記接合部から前記第二パイプの軸線方向に延びる接合筒部と、を有する前記継手を形成し、
前記接合筒部を前記第二パイプと略同一の肉厚に形成し、前記接合部を前記接合筒部よりも厚肉に形成する(7)に記載のパイプの接合方法。
このパイプの接合方法によれば、第一パイプの周面に固着する接合部を、第二パイプと略同一の肉厚に形成して第二パイプの軸線方向に延びる接合筒部よりも厚肉とする。したがって、継手における第一パイプとの接合箇所での耐荷重を高めることができ、さらに高強度な接合構造とすることができる。
(8) In the joint forming step,
The joint having a joint portion fixed to the peripheral surface of the first pipe and a joint cylinder portion extending from the joint portion in the axial direction of the second pipe is formed.
The method for joining a pipe according to (7), wherein the joint cylinder portion is formed to have a wall thickness substantially the same as that of the second pipe, and the joint portion is formed to be thicker than the joint cylinder portion.
According to this pipe joining method, the joint portion fixed to the peripheral surface of the first pipe is formed to have substantially the same wall thickness as the second pipe and is thicker than the joint cylinder portion extending in the axial direction of the second pipe. And. Therefore, the load capacity at the joint with the first pipe in the joint can be increased, and a higher-strength joint structure can be obtained.

(9) 前記継手形成工程において、前記第一パイプに対して前記接合筒部が傾斜するように前記継手を形成することで、前記第二パイプを前記第一パイプに対して斜めに接合させる(8)に記載のパイプの接合方法。
このパイプの接合方法によれば、第一パイプに対して継手の接合筒部が傾斜するように継手を形成する。したがって、この接合筒部に第二パイプを接合することで、第一パイプに対して第二パイプを容易に斜めに接合することができる。
(9) In the joint forming step, the second pipe is joined obliquely to the first pipe by forming the joint so that the joint cylinder portion is inclined with respect to the first pipe (). 8) The method for joining pipes.
According to this pipe joining method, the joint is formed so that the joint cylinder portion of the joint is inclined with respect to the first pipe. Therefore, by joining the second pipe to the joining cylinder portion, the second pipe can be easily and diagonally joined to the first pipe.

(10) 前記接合工程において、前記継手の前記接合筒部と前記第二パイプとを、前記第二パイプの軸線に対して直交する面で接合させる(8)または(9)に記載のパイプの接合方法。
このパイプの接合方法によれば、接合筒部と第二パイプとを、第二パイプの軸線に対して直交する面で接合させる。したがって、第二パイプに軸方向の荷重が作用しても、継手と第二パイプとの接合箇所に生じるせん断荷重の発生を抑制でき、耐荷重性をさらに高めることができる。
(10) The pipe according to (8) or (9), wherein in the joining step, the joining cylinder portion of the joint and the second pipe are joined on a plane orthogonal to the axis of the second pipe. Joining method.
According to this pipe joining method, the joining cylinder portion and the second pipe are joined at a plane orthogonal to the axis of the second pipe. Therefore, even if an axial load acts on the second pipe, it is possible to suppress the generation of a shear load generated at the joint between the joint and the second pipe, and the load bearing capacity can be further improved.

(11) 前記継手形成工程において、異なる方向へ延在する複数の接合筒部を有する前記継手を形成し、
前記接合工程において、複数の前記接合筒部に前記第二パイプをそれぞれ接合させる(8)から(10)のいずれか一つに記載のパイプの接合方法。
このパイプの接合方法によれば、第一パイプに対して積層造形した継手を介して複数の第二パイプを高い強度で接合させることができる。また、それぞれの接合筒部の長さを溶着ビードの積層数を増やして長くすることで、各接合筒部と第二パイプとのそれぞれの接合箇所を離し、溶接しやすくすることができる。
(12) 前記継手形成工程において、前記第一パイプの周面に溶接によって接合され、且つ、該継手の内部に形成されるリブを有する(8)から(11)のいずれか一つに記載のパイプの接合方法。
このパイプの接合方法によれば、第一パイプの周面に溶接によって接合され、且つ、該継手の内部に形成されるリブを有する。これにより、継手の耐荷重性を高めることができる。
(11) In the joint forming step, the joint having a plurality of joint cylinders extending in different directions is formed.
The method for joining a pipe according to any one of (8) to (10), wherein the second pipe is joined to a plurality of the joining cylinders in the joining step.
According to this pipe joining method, a plurality of second pipes can be joined with high strength via a joint formed in a laminated manner with respect to the first pipe. Further, by increasing the length of each joint cylinder portion by increasing the number of laminated weld beads, the joint portion between each joint cylinder portion and the second pipe can be separated to facilitate welding.
(12) The method according to any one of (8) to (11), wherein in the joint forming step, the peripheral surface of the first pipe is joined by welding and has ribs formed inside the joint. How to join pipes.
According to this pipe joining method, the peripheral surface of the first pipe is joined by welding and has ribs formed inside the joint. As a result, the load bearing capacity of the joint can be increased.

25 溶着ビード
51 第一パイプ
53 第二パイプ
55 継手
57 接合部
59 接合筒部
65 接合面
M 溶加材
Oa,Ob,Oc 軸線
W 積層造形物
25 Welding bead 51 First pipe 53 Second pipe 55 Joint 57 Joint 59 Joint cylinder 65 Joint surface M Welding material Oa, Ob, Occ Axis line W Laminated model

Claims (10)

第一パイプに第二パイプが接合されるパイプの接合構造であって、
前記第一パイプの周面に筒状の継手が形成され、
前記継手の端面に前記第二パイプの端面が突き当てられて溶接によって接合され、
前記継手は、前記第一パイプの周面に対して、溶加材を溶融及び凝固させた溶着ビードを積層させた積層造形物からなり、
前記継手は、前記第一パイプの周面に溶接によって接合され、且つ、前記継手の内部に形成されるリブを有する、
パイプの接合構造。
It is a pipe joining structure in which the second pipe is joined to the first pipe.
A cylindrical joint is formed on the peripheral surface of the first pipe, and a tubular joint is formed.
The end face of the second pipe is abutted against the end face of the joint and joined by welding.
The joint, the circumferential surface of the first pipe, Ri Do a laminate shaped article obtained by laminating the weld bead obtained by melting and solidifying the filler material,
The joint is joined to the peripheral surface of the first pipe by welding and has ribs formed inside the joint.
Pipe joint structure.
前記継手は、前記第一パイプの周面に固着された接合部と、前記接合部から前記第二パイプの軸線方向に延びる接合筒部と、を有し、
前記接合筒部は、前記第二パイプと略同一の肉厚を有し、前記接合部は、前記接合筒部よりも厚肉に形成されている請求項1に記載のパイプの接合構造。
The joint has a joint portion fixed to the peripheral surface of the first pipe and a joint cylinder portion extending from the joint portion in the axial direction of the second pipe.
The pipe joint structure according to claim 1, wherein the joint cylinder portion has substantially the same wall thickness as the second pipe, and the joint portion is formed to be thicker than the joint cylinder portion.
前記第一パイプに対して前記継手の前記接合筒部が傾斜され、
前記継手に接合された前記第二パイプが前記第一パイプに対して斜めに接合されている請求項2に記載のパイプの接合構造。
The joint cylinder portion of the joint is inclined with respect to the first pipe,
The pipe joining structure according to claim 2, wherein the second pipe joined to the joint is joined obliquely to the first pipe.
前記継手の前記接合筒部と前記第二パイプとが、前記第二パイプの軸線に対して直交する面で接合されている請求項2または請求項3に記載のパイプの接合構造。 The pipe joining structure according to claim 2 or 3, wherein the joining cylinder portion of the joint and the second pipe are joined on a plane orthogonal to the axis of the second pipe. 前記継手は、異なる方向へ延在する複数の接合筒部を有し、複数の前記接合筒部に前記第二パイプがそれぞれ接合されている請求項2から請求項4のいずれか一項に記載のパイプの接合構造。 The joint according to any one of claims 2 to 4, wherein the joint has a plurality of joint cylinders extending in different directions, and the second pipe is joined to the plurality of joint cylinders. Pipe joint structure. 第一パイプに第二パイプを接合させるパイプの接合方法であって、
前記第一パイプの周面に筒状の継手を形成する継手形成工程と、
前記継手の端面に前記第二パイプの端面を突き当てて溶接によって接合させる接合工程と、
を含み、
前記継手形成工程において、
前記第一パイプの周面に対して、溶加材を溶融及び凝固させた溶着ビードを積層させて筒状の前記継手を形成し、前記継手の内部に、前記第一パイプの周面に溶接によって接合されたリブを形成する、
パイプの接合方法。
It is a pipe joining method that joins the second pipe to the first pipe.
A joint forming step of forming a cylindrical joint on the peripheral surface of the first pipe, and
A joining process in which the end face of the second pipe is abutted against the end face of the joint and joined by welding.
Including
In the joint forming process
A welded bead obtained by melting and solidifying a filler metal is laminated on the peripheral surface of the first pipe to form the tubular joint, and the inside of the joint is welded to the peripheral surface of the first pipe. Forming ribs joined by,
How to join pipes.
前記継手形成工程において、
前記第一パイプの周面に固着する接合部と、前記接合部から前記第二パイプの軸線方向に延びる接合筒部と、を有する前記継手を形成し、
前記接合筒部を前記第二パイプと略同一の肉厚に形成し、前記接合部を前記接合筒部よりも厚肉に形成する請求項に記載のパイプの接合方法。
In the joint forming process
The joint having a joint portion fixed to the peripheral surface of the first pipe and a joint cylinder portion extending from the joint portion in the axial direction of the second pipe is formed.
The method for joining a pipe according to claim 6 , wherein the joint cylinder portion is formed to have substantially the same wall thickness as the second pipe, and the joint portion is formed to be thicker than the joint cylinder portion.
前記継手形成工程において、前記第一パイプに対して前記接合筒部が傾斜するように前記継手を形成することで、前記第二パイプを前記第一パイプに対して斜めに接合させる請求項に記載のパイプの接合方法。 In the joint forming step, by the joint tube portion relative to the first pipe forming the joint so as to be inclined, to claim 7 for joining diagonally the second pipe to the first pipe The method of joining the pipes described. 前記接合工程において、前記継手の前記接合筒部と前記第二パイプとを、前記第二パイプの軸線に対して直交する面で接合させる請求項または請求項に記載のパイプの接合方法。 The method for joining a pipe according to claim 7 or 8 , wherein in the joining step, the joining cylinder portion of the joint and the second pipe are joined on a plane orthogonal to the axis of the second pipe. 前記継手形成工程において、異なる方向へ延在する複数の接合筒部を有する前記継手を形成し、
前記接合工程において、複数の前記接合筒部に前記第二パイプをそれぞれ接合させる請求項から請求項のいずれか一項に記載のパイプの接合方法。
In the joint forming step, the joint having a plurality of joint cylinders extending in different directions is formed.
The method for joining a pipe according to any one of claims 7 to 9 , wherein in the joining step, the second pipe is joined to each of the plurality of joining cylinders.
JP2018015893A 2018-01-31 2018-01-31 Pipe joining structure and joining method Active JP6964530B2 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP2018015893A JP6964530B2 (en) 2018-01-31 2018-01-31 Pipe joining structure and joining method
PCT/JP2019/002569 WO2019151157A1 (en) 2018-01-31 2019-01-25 Joining structure and joining method for pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2018015893A JP6964530B2 (en) 2018-01-31 2018-01-31 Pipe joining structure and joining method

Publications (2)

Publication Number Publication Date
JP2019130574A JP2019130574A (en) 2019-08-08
JP6964530B2 true JP6964530B2 (en) 2021-11-10

Family

ID=67478162

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2018015893A Active JP6964530B2 (en) 2018-01-31 2018-01-31 Pipe joining structure and joining method

Country Status (2)

Country Link
JP (1) JP6964530B2 (en)
WO (1) WO2019151157A1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111112952A (en) * 2019-12-30 2020-05-08 东方电气集团东方锅炉股份有限公司 Integral forming process for pipe seat of boiler header
KR102782215B1 (en) * 2022-05-25 2025-03-17 박영진 Pipe joint part
JP7794721B2 (en) * 2022-10-17 2026-01-06 株式会社神戸製鋼所 Manufacturing method of molded object and stacking planning method
NL2033820B1 (en) * 2022-12-23 2024-07-02 Itrec Bv Method for constructing a latticed truss structure

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4835137B1 (en) * 1970-07-21 1973-10-26
JPS59185068U (en) * 1983-05-25 1984-12-08 東芝プラント建設株式会社 Welded structure of half-cut spring
JPS59229284A (en) * 1983-06-13 1984-12-22 Ishikawajima Harima Heavy Ind Co Ltd Welding method in juncture having three-dimensional shape
JPS60216977A (en) * 1984-04-10 1985-10-30 Ishikawajima Harima Heavy Ind Co Ltd How to weld small diameter pipes to tubular structures
JPS6293077A (en) * 1985-10-17 1987-04-28 Mitsubishi Heavy Ind Ltd Automatic welding device for branch pipe

Also Published As

Publication number Publication date
WO2019151157A1 (en) 2019-08-08
JP2019130574A (en) 2019-08-08

Similar Documents

Publication Publication Date Title
JP6892371B2 (en) Manufacturing method and manufacturing equipment for laminated models
JP6073297B2 (en) System and method for high-speed metal cladding
JP6964530B2 (en) Pipe joining structure and joining method
JP7123738B2 (en) LAMINATED PRODUCT MANUFACTURING METHOD AND LAMINATED MOLDED PRODUCT
JP2019098381A (en) Manufacturing method and manufacturing apparatus of laminated molding
US11654500B2 (en) Joining method and structure for laminate shaping component, and laminate shaping component
WO2022149426A1 (en) Method for fabricating additively manufactured object
WO2019176759A1 (en) Method for producing shaped article and shaped article
JP6802773B2 (en) Manufacturing method of laminated model and laminated model
JP7010767B2 (en) Welded structure manufacturing method and welded structure
JP7381422B2 (en) Manufacturing method of modeled object and modeled object
JP6859245B2 (en) Manufacturing method of laminated model parts, joining method of laminated model parts, laminated model parts, and structures
JP7181163B2 (en) Laminated structure manufacturing method
JP2021126673A (en) Manufacturing method of laminated molding
WO2018198871A1 (en) Joining method and structure for laminate shaping component, and laminate shaping component
JP7007237B2 (en) Manufacturing method of laminated model and laminated model
JP6027483B2 (en) Arc welding method
JP7794721B2 (en) Manufacturing method of molded object and stacking planning method
JP7160774B2 (en) Structure manufacturing method and structure
JP2021192963A (en) Manufacturing method of additive manufactured article
JP7556837B2 (en) Manufacturing method of molded object and manufacturing method of connector
JPWO2020085492A1 (en) Joining method
JP6543014B2 (en) Arc welding equipment
JP2023003252A (en) Additive manufacturing assistance device, additive manufacturing device, additive manufacturing assistance method, and program
JP2023039278A (en) Molded object manufacturing method and molded object

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20201130

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20210810

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20210825

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20211005

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20211019

R150 Certificate of patent or registration of utility model

Ref document number: 6964530

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150