JP2009190043A - Structural member - Google Patents

Structural member Download PDF

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JP2009190043A
JP2009190043A JP2008030582A JP2008030582A JP2009190043A JP 2009190043 A JP2009190043 A JP 2009190043A JP 2008030582 A JP2008030582 A JP 2008030582A JP 2008030582 A JP2008030582 A JP 2008030582A JP 2009190043 A JP2009190043 A JP 2009190043A
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bending
pipe material
bent
core
cored bar
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JP5184125B2 (en
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Takeshige Yuchi
毅成 有地
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Press Kogyo Co Ltd
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Press Kogyo Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a structural member which can be manufactured by press forming and achieves improvement of strength. <P>SOLUTION: In the structural member 1 formed by bending a pipe material 2 through press forming, a core metal member 4 supporting inner wall surfaces at the inner and outer sides of bending at a bending part 3 is inserted into the bending part 3 of the pipe material 2 to prevent the buckling and dropping of the bending part 3, and the pipe material 2 is bent. The core metal member 4 and the bending part 3 are integrally deformed together and the deformed core metal member 4 is made to be the reinforcement member of the bending part 3 after the bending. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、パイプ材をプレス成形により曲げ加工して形成される構造部材に関するものである。   The present invention relates to a structural member formed by bending a pipe material by press molding.

従来、建設機械用キャブのピラーなどに用いられる構造部材として、鋼管などのパイプ(中空断面材)を曲げ加工して形成されるものがある。   Conventionally, as a structural member used for a pillar of a cab for a construction machine, there is one formed by bending a pipe (hollow cross-section material) such as a steel pipe.

そのような構造部材の製造方法として、例えば、特許文献1に、鋼管をロールベンダー(パイプベンダー)で曲げ加工することが提案されている。   As a method for manufacturing such a structural member, for example, Patent Document 1 proposes bending a steel pipe with a roll bender (pipe bender).

そのパイプベンダーでは、複数のロールを曲げスパンや曲げ半径を基に配置し、それらロールの間に、パイプを通過させて曲げ加工するようにしている。   In the pipe bender, a plurality of rolls are arranged based on a bending span and a bending radius, and the pipe is passed between the rolls to be bent.

さらに、特許文献1では、パイプを曲げる際に、パイプの曲げ部近傍での変形、座屈を防ぐために、パイプ内に芯材(芯金)を入れて曲げ加工し、曲げ加工後に、芯金をパイプから抜き取るようにしている。   Furthermore, in patent document 1, when bending a pipe, in order to prevent the deformation | transformation and buckling in the vicinity of the bending part of a pipe, a core material (core metal) is put in a pipe, it bends, and after a bending process, a core metal Is removed from the pipe.

特開平8−252636号公報JP-A-8-252636

しかしながら、上述したパイプベンダーでは、曲げ加工後に、芯金をパイプから引き抜く必要があることから、引き抜きの分だけ工数がかかっていた。芯金は曲げ加工により摩耗するので、パイプの加工精度のバラツキや、芯金の短寿命化などを招いていた。   However, in the above-mentioned pipe bender, since it is necessary to pull out the metal core from the pipe after bending, man-hours are required for the drawing. Since the core metal is worn by bending, it has caused variations in the processing accuracy of the pipe and shortened the life of the core metal.

また、パイプベンダーによる引き曲げには、加工に時間がかかる、大きな成形力が必要であるなどの問題があった。   In addition, the bending by the pipe bender has problems such as a long processing time and a large molding force.

そこで、図14に示すように、パイプ141の曲げ加工をプレス成形により行うことが考えられるが、しかし、プレス成形はパンチ142によりパイプ141の曲げ部143のみを押圧することから、曲げ部143に応力が集中し易く、曲げ部143に引け(符号S参照)や座屈(符号B参照)などが発生する虞がある。   Therefore, as shown in FIG. 14, it is conceivable that the bending process of the pipe 141 is performed by press molding. However, since the press molding presses only the bending part 143 of the pipe 141 with the punch 142, The stress is likely to concentrate, and there is a possibility that the bending portion 143 may be contracted (see symbol S) or buckled (see symbol B).

このような引けや座屈が発生すると曲げ部143付近での構造部材の強度が不足してしまうという問題があった。   When such shrinkage or buckling occurs, there is a problem that the strength of the structural member near the bent portion 143 is insufficient.

そこで、本発明の目的は、上記課題を解決し、プレス成形による製造が可能でかつ強度の向上を図った構造部材を提供することにある。   Accordingly, an object of the present invention is to provide a structural member that solves the above-described problems and can be manufactured by press molding and has improved strength.

上記目的を達成するために本発明は、パイプ材をプレス成形により曲げ加工して形成される構造部材において、上記パイプ材の曲げ加工が施される曲げ部内に、該曲げ部の座屈および引けを防止すべく上記曲げ部における曲げ内側および外側の内壁面を各々支持する芯金部材を挿入して、上記パイプ材を曲げ加工すると共に、上記芯金部材を上記曲げ部と一体的に変形させ、その変形した芯金部材を上記曲げ加工後に上記曲げ部の強度部材としたものである。   In order to achieve the above object, according to the present invention, in a structural member formed by bending a pipe material by press molding, the bent portion is buckled and retracted in a bent portion where the pipe material is bent. In order to prevent this, the metal core member that supports the inner wall surfaces on the inner side and the outer side of the bent portion is inserted to bend the pipe material, and the core metal member is deformed integrally with the bent portion. The deformed cored bar member is used as a strength member for the bent portion after the bending process.

好ましくは、上記芯金部材は、上記曲げ部の断面形状と同じ形状の複数の板材を上記パイプ材の軸方向に沿って並べて形成された中子部と、その中子部の上記板材を上記軸方向に連結すると共に、上記曲げ加工により変形する連結部とを有するものである。   Preferably, the metal core member includes a core portion formed by arranging a plurality of plate materials having the same shape as a cross-sectional shape of the bent portion along the axial direction of the pipe material, and the plate material of the core portion is the above-described plate material. It has a connection part which changes with an above-mentioned bending process while connecting with an axial direction.

好ましくは、上記芯金部材は、上記中子部の上記軸方向長さが上記曲げ部の長さと同じであるものである。   Preferably, in the cored bar member, the axial length of the core part is the same as the length of the bent part.

好ましくは、上記芯金部材の中子部が、上記曲げ加工後に、上記曲げ部の内壁に溶接接合されたものである。   Preferably, the core part of the cored bar member is welded to the inner wall of the bent part after the bending process.

好ましくは、建設機械のキャブの一体に形成されたフロントピラー部およびルーフレール部をなすものである。   Preferably, the front pillar portion and the roof rail portion are formed integrally with a cab of a construction machine.

本発明によれば、構造部材をパイプ材からプレス成形により製造することができ、かつ構造部材の強度を向上させることができるという優れた効果を発揮するものである。   According to the present invention, it is possible to produce an excellent effect that a structural member can be manufactured from a pipe material by press molding and the strength of the structural member can be improved.

以下、本発明の好適な一実施形態を添付図面に基づいて詳述する。   Hereinafter, a preferred embodiment of the present invention will be described in detail with reference to the accompanying drawings.

本実施形態の構造部材は、例えば、パワーショベルやダンプトラックなどの建設機械のキャブなどに適用される。   The structural member of this embodiment is applied to, for example, a cab of a construction machine such as a power shovel or a dump truck.

まず、図6に基づき建設機械のキャブの概略構造を説明する。   First, a schematic structure of a cab of a construction machine will be described based on FIG.

図6に示すように、キャブ61の前部には、左右に離間させて上下に延びる一対のフロントピラー部62が設けられ、フロントピラー部62の間にはキャブ61の前面を覆うフロントウインドウ63が設けられる。図例のフロントピラー部62は、下端から上端に至るにつれ後方に傾斜する。   As shown in FIG. 6, a front portion of the cab 61 is provided with a pair of front pillar portions 62 that are spaced apart from each other and extend vertically. A front window 63 that covers the front surface of the cab 61 is interposed between the front pillar portions 62. Is provided. The front pillar portion 62 in the figure is inclined backward as it goes from the lower end to the upper end.

キャブ61の後部には、左右に離間させて上下に延びる一対のリアピラー部64が設けられる。リアピラー部64の上端部とフロントピラー部62の上端部とが、前後に延びる左右一対のルーフレール部65により接続され、それらルーフレール部65の間にはキャブ61の天井面を覆うルーフパネル67が設けられる。   A rear part of the cab 61 is provided with a pair of rear pillars 64 that are separated from each other in the left-right direction and extend vertically. The upper end portion of the rear pillar portion 64 and the upper end portion of the front pillar portion 62 are connected by a pair of left and right roof rail portions 65 extending in the front-rear direction, and a roof panel 67 that covers the ceiling surface of the cab 61 is provided between the roof rail portions 65. It is done.

フロントピラー部62の上端部が左右に延びるフロントヘッダー部68により接続され、リアピラー部64の上端部が左右に延びるリアヘッダー部69により接続される。フロントピラー部62の下端部が左右に延びるフロントクロスメンバー部70により接続され、リアピラー部64の下端部が左右に延びるリアクロスメンバー部71により接続される。フロントピラー部62の下端部とリアピラー部64の下端部とが前後に延びるサイドメンバー部72により接続される。   An upper end portion of the front pillar portion 62 is connected by a front header portion 68 extending in the left-right direction, and an upper end portion of the rear pillar portion 64 is connected by a rear header portion 69 extending in the left-right direction. The lower end portion of the front pillar portion 62 is connected by a front cross member portion 70 extending in the left-right direction, and the lower end portion of the rear pillar portion 64 is connected by a rear cross member portion 71 extending in the left-right direction. The lower end portion of the front pillar portion 62 and the lower end portion of the rear pillar portion 64 are connected by a side member portion 72 that extends in the front-rear direction.

図例のキャブ61では、フロントピラー部62とルーフレール部65とが、閉断面形状を有し一体的に形成される。つまり、フロントピラー部62とルーフレール部65とは、溶接などによる継手部がなく連続する一つの中空の構造部材からなる。その一体的なフロントピラー部62およびルーフレール部65が本実施形態の構造部材1により形成される。   In the illustrated cab 61, the front pillar portion 62 and the roof rail portion 65 have a closed cross-sectional shape and are integrally formed. That is, the front pillar portion 62 and the roof rail portion 65 are formed of one hollow structural member that is continuous without a joint portion by welding or the like. The integrated front pillar portion 62 and roof rail portion 65 are formed by the structural member 1 of the present embodiment.

図1から図4に基づき本実施形態の構造部材を説明する。   The structural member of this embodiment is demonstrated based on FIGS. 1-4.

本実施形態の構造部材1は、キャブ(キャノピ)構造部材1であり、曲げ加工されたパイプ材2とパイプ材2の曲げ部3に挿入された芯金部材4とを備える。   The structural member 1 of the present embodiment is a cab (canopy) structural member 1 and includes a pipe material 2 that is bent and a cored bar member 4 that is inserted into a bent portion 3 of the pipe material 2.

具体的には、図1に示すように、構造部材1は、パイプ材2をプレス成形により曲げ加工して形成されるものであり、パイプ材2の曲げ加工が施される曲げ部3内に、その曲げ部3の座屈および引けを防止すべく曲げ部3における曲げ内側の内壁面31(図3参照)および外側の内壁面32を各々支持する芯金部材4を挿入して、パイプ材2を曲げ加工すると共に、芯金部材4を曲げ部3と一体的に変形させ、曲げ加工後に上記変形した芯金部材4を曲げ部3の強度部材としたものである。   Specifically, as shown in FIG. 1, the structural member 1 is formed by bending a pipe material 2 by press molding, and is placed in a bent portion 3 where the pipe material 2 is bent. In order to prevent the bending portion 3 from buckling and contracting, the core metal member 4 that supports the inner wall surface 31 (see FIG. 3) inside the bending portion and the inner wall surface 32 outside the bending portion 3 is inserted. 2, the cored bar member 4 is deformed integrally with the bent part 3, and the deformed cored bar member 4 is used as a strength member of the bent part 3 after the bending process.

図2に示すように、曲げ加工前のパイプ材(以下、ブランクパイプ材という)2aは、矩形(ほぼ正方形)の断面形状を有し、ほぼ直線状に延びる。ブランクパイプ材2aは、例えば、鋼管などから形成される。   As shown in FIG. 2, the pipe material 2a before bending (hereinafter referred to as blank pipe material) 2a has a rectangular (substantially square) cross-sectional shape and extends substantially linearly. The blank pipe material 2a is formed from, for example, a steel pipe.

そのブランクパイプ材2aが曲げ加工によりほぼ「く」の字状(またはL字状)に成形される。以下、曲げ加工後のパイプ材2を加工後パイプ材2という。   The blank pipe material 2a is formed into a substantially “<” shape (or L shape) by bending. Hereinafter, the pipe material 2 after bending is referred to as a post-processing pipe material 2.

曲げ部3は、ブランクパイプ材2a(および加工後パイプ材2)の長手方向中央に設けられる。加工後パイプ材2では、曲げ部3は、R止まり(直線部と湾曲部の境界)からR止まりまでの部分からなる。   The bending portion 3 is provided at the center in the longitudinal direction of the blank pipe material 2a (and the processed pipe material 2). In the pipe material 2 after processing, the bending portion 3 is composed of a portion from the R stop (boundary between the straight portion and the curved portion) to the R stop.

加工後パイプ材2は、下側に突出するように曲げられており、図1および図2において、上側が曲げの内側、下側が曲げの外側となる。   The processed pipe material 2 is bent so as to protrude downward, and in FIGS. 1 and 2, the upper side is the inner side of the bending, and the lower side is the outer side of the bending.

芯金部材4は、曲げ部3(ブランクパイプ材2a)の断面形状と同じ形状の複数の板材5(プレート)をブランクパイプ材2aの軸方向に沿って並べて形成された中子部6と、その中子部6の板材5を軸方向に連結すると共に曲げ加工により変形する連結部をなす結合ピン7とを有する。   The core metal member 4 includes a core portion 6 formed by arranging a plurality of plate materials 5 (plates) having the same shape as the cross-sectional shape of the bent portion 3 (blank pipe material 2a) along the axial direction of the blank pipe material 2a; The plate member 5 of the core portion 6 is connected in the axial direction and has a connecting pin 7 that forms a connecting portion that is deformed by bending.

図3に示すように、中子部6は、軸方向長さが曲げ加工前の曲げ部3とほぼ同じ長さであり、軸方向に複数の板材5を隙間なく重ね合わせて(積層して)形成される。具体的には、中子部6は、軸方向長さが曲げ加工前の曲げ部3とほぼ同じ長さとなるように、板材5の枚数および/または板厚が設定される。詳しくは後述するが、中子部6は、曲げ加工時に扇状に変形することで、曲げ加工後も曲げ部3と同じ長さの軸方向長さを有する。なお、中子部6は、曲げの余裕代を持たせるために曲げ部3よりも長く形成してもよい。   As shown in FIG. 3, the core portion 6 has an axial length that is substantially the same as that of the bending portion 3 before bending, and a plurality of plate members 5 are stacked in the axial direction with no gaps (stacked). )It is formed. Specifically, the number of plate members 5 and / or the plate thickness of the core portion 6 is set so that the axial length is substantially the same as that of the bent portion 3 before bending. Although details will be described later, the core portion 6 has a length in the axial direction that is the same as that of the bending portion 3 even after the bending process by being deformed into a fan shape during the bending process. The core portion 6 may be formed longer than the bending portion 3 in order to provide a margin for bending.

中子部6の各板材5は、ブランクパイプ材2aの中空部分の形状とほぼ相似な外形形状を有し、ブランクパイプ材2a内に挿入可能なように中空部分よりも僅かに小さく形成される。本実施形態の板材5は、例えば、ブランクパイプ材2aと同じ材質(鋼材など)から形成される。   Each plate member 5 of the core portion 6 has an outer shape substantially similar to the shape of the hollow portion of the blank pipe material 2a, and is formed slightly smaller than the hollow portion so as to be inserted into the blank pipe material 2a. . The plate material 5 of this embodiment is formed from the same material (steel material etc.) as the blank pipe material 2a, for example.

図4に示すように、板材5には、結合ピン7が挿通する結合穴8(図では、丸穴)が形成される。結合穴8は、板材5を軸方向に貫通し、芯金部材4(曲げ部3)の曲げRの内側に偏心し形成される。   As shown in FIG. 4, a coupling hole 8 (round hole in the figure) through which the coupling pin 7 is inserted is formed in the plate material 5. The coupling hole 8 penetrates the plate 5 in the axial direction and is formed eccentrically inside the bending R of the cored bar member 4 (bending portion 3).

すなわち、結合穴8は、中子部6を曲げ部3内に収容したときの板材5の中心(パイプ材2の軸中心)から曲げの内側に偏心(オフセット)させて形成される。図4では結合穴8が、正方形の中心から上側にオフセットした位置に形成される。   That is, the coupling hole 8 is formed so as to be eccentric (offset) from the center of the plate member 5 (the axial center of the pipe member 2) when the core portion 6 is accommodated in the bent portion 3 to the inside of the bend. In FIG. 4, the coupling hole 8 is formed at a position offset upward from the center of the square.

結合ピン7は、板材5の結合穴8の内径よりも僅かに小さな外径を有する。結合ピン7と結合穴8との間の隙間は、板材5とパイプ材2との隙間よりも小さく設定される。結合ピン7は、例えば、ブランクパイプ材2aと同じ材質の丸棒材からなる。   The coupling pin 7 has an outer diameter slightly smaller than the inner diameter of the coupling hole 8 of the plate member 5. The gap between the coupling pin 7 and the coupling hole 8 is set smaller than the gap between the plate material 5 and the pipe material 2. The coupling pin 7 is made of, for example, a round bar made of the same material as the blank pipe material 2a.

結合ピン7は、中子部6を貫通して軸方向に延び、両端部が中子部6から突出する。結合ピン7の両端部には、中子部6の板材5を保持するための鍔部9が各々設けられる。   The coupling pin 7 extends in the axial direction through the core portion 6, and both end portions protrude from the core portion 6. At both ends of the coupling pin 7, flanges 9 for holding the plate material 5 of the core part 6 are provided.

鍔部9は、板材5の結合穴8よりも大きな外径を有し、軸方向両側から板材5を挟み一体的に保持し、板材5の軸方向の移動を規制する。鍔部9は、例えば、円板状に形成され結合ピン7の両端部に溶着される。   The flange portion 9 has an outer diameter larger than the coupling hole 8 of the plate material 5, holds the plate material 5 integrally from both sides in the axial direction, and restricts the movement of the plate material 5 in the axial direction. The flange portion 9 is formed in a disk shape, for example, and is welded to both end portions of the coupling pin 7.

本実施形態では、中子部6の板材5の外周が、曲げ加工後の溶接により、曲げ部3の内壁面(図例では、曲げ内側および外側の内壁面31、32とそれら内側および外側の内壁面31、32を結ぶ他の内壁面33、34)に溶接接合される。   In the present embodiment, the outer periphery of the plate member 5 of the core portion 6 is welded after bending, so that the inner wall surfaces of the bending portion 3 (in the illustrated example, the inner wall surfaces 31 and 32 on the inner and outer sides of the bend and the inner and outer surfaces thereof). It is welded and joined to other inner wall surfaces 33, 34) connecting the inner wall surfaces 31, 32.

次に、図5に基づき本実施形態の構造部材1を形成するために使用されるプレス機の一例を説明する。   Next, an example of a press used to form the structural member 1 of the present embodiment will be described based on FIG.

図5に示すように、プレス機51は、上下に昇降可能なパンチ52(上金型)と、そのパンチ52の下方に設けられブランクパイプ材2aを保持するダイス53(下金型)とを備える。   As shown in FIG. 5, the press machine 51 includes a punch 52 (upper mold) that can be moved up and down, and a die 53 (lower mold) that is provided below the punch 52 and holds the blank pipe material 2a. Prepare.

ダイス53は、ブランクパイプ材2aの曲げ部3の軸方向外側の部分を各々保持する。図例では、2つのダイス53が、左右に離間させて各々配置される。各ダイス53の上面には、下方に窪みブランクパイプ材2aを下方から保持する保持溝54が形成される。なお、ダイスは、ブランクパイプ材2aの軸方向に沿って延びる1つのダイスでもよい。   The dice 53 hold | maintains the part of the axial direction outer side of the bending part 3 of the blank pipe material 2a, respectively. In the illustrated example, two dice 53 are arranged apart from each other on the left and right. A holding groove 54 is formed on the upper surface of each die 53 to hold the blank pipe material 2a from below. The die may be a single die extending along the axial direction of the blank pipe material 2a.

パンチ52は、ブランクパイプ材2aの曲げ部3の上方に位置し、曲げ部3の軸方向長さとほぼ同じ長さ(図5において左右方向の長さ)を有する。   The punch 52 is located above the bent portion 3 of the blank pipe material 2a, and has a length (length in the left-right direction in FIG. 5) that is substantially the same as the axial length of the bent portion 3.

パンチ52の先端部(下端部)には、上方に窪みブランクパイプ材2aの曲げ部3が嵌め入れられると共に、その曲げ部3を下方に押圧するための凹部55が形成される。その凹部55は、成形面をなし曲げ部3の製品形状(曲げ半径など)に応じた形状に形成される。例えば、凹部55の上面が、下方に突出する山型状に形成される。   At the tip (lower end) of the punch 52, the bent portion 3 of the recessed blank pipe material 2a is fitted upward, and a concave portion 55 for pressing the bent portion 3 downward is formed. The concave portion 55 forms a molding surface and is formed in a shape corresponding to the product shape (bending radius or the like) of the bending portion 3. For example, the upper surface of the recess 55 is formed in a mountain shape that protrudes downward.

次に、図1および図2に基づき本実施形態の構造部材1の製造方法を説明する。   Next, the manufacturing method of the structural member 1 of this embodiment is demonstrated based on FIG. 1 and FIG.

本実施形態では、図2に示すように、まず、直管状のブランクパイプ材2aの曲げ部3内に芯金部材4をセットする。具体的には、ブランクパイプ材2aの一端から芯金部材4を挿入し、その挿入された芯金部材4を軸方向中心側に曲げ部3まで移動させて、曲げ部3内に配置、位置決めする。   In this embodiment, as shown in FIG. 2, first, the metal core member 4 is set in the bent portion 3 of the straight tubular blank pipe material 2a. Specifically, the cored bar member 4 is inserted from one end of the blank pipe material 2a, and the inserted cored bar member 4 is moved to the axially central side to the bent part 3 to be arranged and positioned in the bent part 3. To do.

ここで、芯金部材4の挿入は、結合ピン7が曲げの内側に位置するように芯金部材4の向きを合わせて行う。芯金部材4の移動は、芯金部材4にワイヤやロッドなどの治具を係合させ、その治具を介して芯金部材4を押すもしくは引くことで行う。芯金部材4の配置、位置決めは、中子部6の軸方向中心が曲げ部3の軸方向中心と一致するように行う。   Here, the cored bar member 4 is inserted by aligning the direction of the cored bar member 4 so that the coupling pin 7 is positioned inside the bend. The cored bar member 4 is moved by engaging a jig such as a wire or a rod with the cored bar member 4 and pushing or pulling the cored bar member 4 through the jig. The arrangement and positioning of the cored bar member 4 are performed so that the axial center of the core part 6 coincides with the axial center of the bending part 3.

次に、図1に示すように、芯金部材4が挿入されたブランクパイプ材2aを図5のプレス機51によりプレス成形して、曲げ部3を曲げ加工する。   Next, as shown in FIG. 1, the blank pipe material 2a in which the cored bar member 4 is inserted is press-molded by the press machine 51 of FIG.

具体的には、パンチ52を下降させて曲げ部3を下方に押圧して曲げ加工すると共に、曲げ部3内の芯金部材4を、曲げ部3と一体的に扇状に変形させる。   Specifically, the punch 52 is lowered and the bending portion 3 is pressed downward to bend, and the cored bar member 4 in the bending portion 3 is deformed integrally with the bending portion 3 into a fan shape.

これにより、曲げ部3は、曲げ内側が縮むと共に曲げ外側が伸び、全体として「く」の字状に湾曲する。芯金部材4は、結合ピン7が曲げ部3に沿って湾曲すると共に、中子部6の隣接する板材5が、曲げ内側から曲げ外側に至るにつれ隣接する板材5との隙間が大きくなるように互いに離間する。   Thereby, the bending part 3 is curving in the shape of "<" as a whole, while a bending inner side shrinks and a bending outer side expands. In the cored bar member 4, the coupling pin 7 is curved along the bent portion 3, and the gap between the adjacent plate material 5 of the core portion 6 and the adjacent plate material 5 increases from the inner side to the outer side of the bend. Separated from each other.

この曲げ加工の際に、芯金部材4により、曲げ部3における曲げ内側の内壁面31の座屈と、曲げ外側の内壁面32の引けとが抑制、防止される。   During this bending process, the cored bar member 4 suppresses and prevents buckling of the inner wall surface 31 on the inner side of the bending portion 3 and shrinkage of the inner wall surface 32 on the outer side of the bending.

すなわち、曲げ部3の加工時に曲げ内側の内壁面31(図3参照)には圧縮力がかかるが、本実施形態では、曲げ内側の内壁面31が、芯金部材4の板材5により支えられるので曲げ外側への変形(図7符号B参照)が抑制され、座屈が防止される。また、曲げ部3の曲げ外側の内壁面32には引張力がかかるが、本実施形態では、芯金部材4の板材5により支えられるので、曲げ内側への変形(図7符号S参照)が抑制され、引けが防止される。   That is, a compressive force is applied to the inner wall surface 31 (see FIG. 3) inside the bending when the bending portion 3 is processed, but the inner wall surface 31 inside the bending is supported by the plate material 5 of the cored bar member 4 in this embodiment. Therefore, the deformation | transformation to a bending outer side (refer FIG. 7 code | symbol B) is suppressed, and buckling is prevented. In addition, a tensile force is applied to the inner wall surface 32 on the outer side of the bending portion 3, but in this embodiment, since the core metal member 4 is supported by the plate material 5, deformation to the inner side of the bending (see S in FIG. 7). Suppressed and closed.

さらに、本実施形態の芯金部材4は、曲げ外側の板材5間が開き、曲げ内側の板材5間が閉じる方向に変形し、その変形した芯金部材4は、パイプ材2(曲げ部3)内にパイプ材2の伸び縮みによる歪により締付けられ固定される。この固定された芯金部材4が、曲げ部3の強度を高めるための強度部材となる。   Furthermore, the cored bar member 4 of the present embodiment is deformed in a direction in which the space between the plate members 5 on the outer side of the bend is opened and the space between the plate members 5 on the inner side of the bend is closed. ) Is tightened and fixed by the strain caused by the expansion and contraction of the pipe material 2. The fixed metal core member 4 serves as a strength member for increasing the strength of the bent portion 3.

曲げ加工後、本実施形態では、芯金部材4(強度部材)をより強固に固定するために、曲げ部3内に芯金部材4を接合する。   In this embodiment, after the bending process, the cored bar member 4 is joined in the bent part 3 in order to fix the cored bar member 4 (strength member) more firmly.

芯金部材4の接合は、溶接により、曲げ部3の内壁面に芯金部材4の中子部6の板材5を溶着することで行う。溶接方法としては、例えば、加工後パイプ材2の表面側からレーザを照射するレーザ溶接や、加工後パイプ材2に貫通穴を形成する栓溶接などが考えられる。   The core metal member 4 is joined by welding the plate member 5 of the core portion 6 of the core metal member 4 to the inner wall surface of the bent portion 3 by welding. As a welding method, for example, laser welding in which a laser is irradiated from the surface side of the processed pipe material 2 or plug welding in which a through hole is formed in the processed pipe material 2 can be considered.

以上により、本実施形態の構造部材1が得られる。   The structural member 1 of this embodiment is obtained by the above.

このように、本実施形態では、芯金部材4を曲げ部3内に固定して強度部材とすることで、構造部材1の剛性を向上させることができる。   Thus, in this embodiment, the rigidity of the structural member 1 can be improved by fixing the cored bar member 4 in the bending part 3 and making it a strength member.

すなわち、本実施形態の構造部材1では、曲げ部3内に固定された芯金部材4の各板材5が、加工後パイプ材2の内部を軸方向に区画する隔壁となって構造部材1に節が形成され、構造部材1(特に、曲げ部3近傍)の剛性が高められる。   That is, in the structural member 1 of the present embodiment, each plate member 5 of the cored bar member 4 fixed in the bent portion 3 becomes a partition wall that partitions the interior of the pipe material 2 after processing into the structural member 1. A node is formed, and the rigidity of the structural member 1 (particularly, near the bent portion 3) is increased.

また、加工後パイプ材2の曲げ部3と芯金部材4とを溶着することにより、曲げ部3と芯金部材4との結合強度が高まり、芯金部材4が加工後パイプ材2から脱落するのを防止できると共に、これによっても構造部材1の剛性を向上させることができる。   Further, by welding the bent portion 3 of the pipe material 2 after processing and the cored bar member 4, the bonding strength between the bent part 3 and the cored bar member 4 is increased, and the cored bar member 4 is dropped from the pipe material 2 after processing. In addition to preventing this, the rigidity of the structural member 1 can also be improved.

その他にも、曲げ加工の際に、曲げ部3を芯金部材4で支えて変形(引け)、座屈を防止することにより、プレス機51による構造部材1の製造が可能となり、パイプベンダーを必要としない。   In addition, the bending member 3 is supported by the cored bar member 4 during the bending process to prevent deformation (drag) and buckling, thereby enabling the production of the structural member 1 by the press machine 51, and the pipe bender. do not need.

パイプベンダーによる曲げ加工は、曲げ加工の回転中心と被加工部品(ブランクパイプ材2a)とが離れているために、大きな加工トルクが必要で大型のパイプベンダーが必要となるが、本実施形態によれば小型の汎用プレス機51での加工が可能になる。   The bending process by the pipe bender requires a large pipe bender because a large processing torque is required because the rotation center of the bending process and the part to be processed (blank pipe material 2a) are separated from each other. Accordingly, processing with a small general-purpose press 51 is possible.

また、パイプベンダーによる曲げ加工では、フォーマー、マンドレル、ガイドなどの投資が必要であるが、本実施形態では、曲げ部3近傍を押圧するのパンチ52と、ブランクパイプ材2aを支持するダイス53のみでよく、パイプベンダーに比べて、金型費を低減することができ、投資を抑えることができる。   Further, in bending by a pipe bender, investment such as a former, a mandrel, and a guide is necessary. However, in this embodiment, only a punch 52 that presses the vicinity of the bending portion 3 and a die 53 that supports the blank pipe material 2a. As a result, the mold cost can be reduced and investment can be reduced compared to pipe vendors.

次に、図7に基づき他の実施形態を説明する。   Next, another embodiment will be described based on FIG.

本実施形態は、芯金部材の中子部の形状が上述した図1の実施形態と異なるもので、それ以外は図1の実施形態と同様となっている。したがって、図1の実施形態と同一の要素については、図中同一符号を付すに止め、詳細な説明は省略する。   In the present embodiment, the shape of the core part of the cored bar member is different from that of the embodiment of FIG. 1 described above, and the other parts are the same as those of the embodiment of FIG. Therefore, the same elements as those in the embodiment of FIG. 1 are designated by the same reference numerals in the drawing, and detailed description thereof is omitted.

図7に示すように、本実施形態の中子部71は、パイプ材2の軸方向に沿って並べられた複数の板材5のうち、両端の板材が、他の板材5に比べて板厚の大きな厚板72から形成される。   As shown in FIG. 7, the core portion 71 of the present embodiment is such that the plate members at both ends of the plurality of plate members 5 arranged along the axial direction of the pipe member 2 are thicker than the other plate members 5. The large thick plate 72 is formed.

それら厚板72は、曲げ部3の両端に各々位置し、曲げ加工後の溶接により、厚板72の外周がパイプ材2の内壁面に接着される。   The thick plates 72 are located at both ends of the bending portion 3, and the outer periphery of the thick plate 72 is bonded to the inner wall surface of the pipe material 2 by welding after bending.

本実施形態では、上述した図1の実施形態と同様の効果が得られ、さらに、曲げ部3の両端に、厚板72による強度の高い節が形成されるので、図1の実施形態よりも構造部材1(曲げ部3)の剛性を向上させることができる。   In the present embodiment, the same effect as that of the embodiment of FIG. 1 described above is obtained, and furthermore, nodes having high strength due to the thick plates 72 are formed at both ends of the bending portion 3, so that the embodiment of FIG. The rigidity of the structural member 1 (bending part 3) can be improved.

次に、図8および図9に基づき他の実施形態を説明する。   Next, another embodiment will be described based on FIGS. 8 and 9.

本実施形態は、芯金部材4を曲げ部に位置決めするための治具が、上述した図1の実施形態と異なるもので、それ以外は図1の実施形態と同様となっている。したがって、図1の実施形態と同一の要素については、図中同一符号を付すに止め、詳細な説明は省略する。   In the present embodiment, a jig for positioning the cored bar member 4 at the bent portion is different from the embodiment of FIG. 1 described above, and the other parts are the same as those of the embodiment of FIG. Therefore, the same elements as those in the embodiment of FIG. 1 are designated by the same reference numerals in the drawing, and detailed description thereof is omitted.

図8および図9に示すように、本実施形態の治具81は、ブランクパイプ材2aの軸方向に沿って延びブランクパイプ材2a内に挿入可能なガイドピン82と、そのガイドピン82の先端部に設けられ中子部6に係合可能なフランジ83と、ガイドピン82の基端部に設けられブランクパイプ材2aの一端の係合可能なストッパ84とを備える。また、本実施形態の中子部6の各板材5には、ガイドピン82の先端部が貫通するガイド穴85(例えば、丸穴)が形成される。   As shown in FIGS. 8 and 9, the jig 81 of the present embodiment includes a guide pin 82 that extends along the axial direction of the blank pipe material 2 a and can be inserted into the blank pipe material 2 a, and the tip of the guide pin 82. And a flange 83 that can be engaged with the core portion 6 and a stopper 84 that is provided at the base end portion of the guide pin 82 and that can engage with one end of the blank pipe member 2a. Further, each plate member 5 of the core portion 6 of the present embodiment is formed with a guide hole 85 (for example, a round hole) through which the tip portion of the guide pin 82 passes.

フランジ83は、例えば、板材5のガイド穴85よりも大径の円板からなり、ストッパ84は、ブランクパイプ材2aの断面よりも大きく形成され、例えば、ブランクパイプ材2aの断面と相似形状の板からなる。   The flange 83 is made of, for example, a disk having a diameter larger than that of the guide hole 85 of the plate material 5, and the stopper 84 is formed larger than the cross section of the blank pipe material 2 a, and has a shape similar to the cross section of the blank pipe material 2 a, for example. It consists of a plate.

フランジ83とストッパ84とは、ガイドピン82に溶接などで各々接合され、軸方向に所定の間隔を隔てて配置される。具体的には、フランジ83とストッパ84とは、フランジ83からストッパ84までの長さLが、ブランクパイプ材2aの曲げ部3から一端までの長さに一致するように、ガイドピン82に配置される。   The flange 83 and the stopper 84 are joined to the guide pin 82 by welding or the like, and are arranged at a predetermined interval in the axial direction. Specifically, the flange 83 and the stopper 84 are arranged on the guide pin 82 so that the length L from the flange 83 to the stopper 84 matches the length from the bent portion 3 to one end of the blank pipe material 2a. Is done.

ここで、本実施形態では、ガイドピン82とガイド穴85との隙間および結合ピン7と結合穴8との隙間が、パイプ材2の内壁面と中子部6の板材5との隙間よりも小さく設定される。   In this embodiment, the gap between the guide pin 82 and the guide hole 85 and the gap between the coupling pin 7 and the coupling hole 8 are larger than the gap between the inner wall surface of the pipe material 2 and the plate material 5 of the core portion 6. Set small.

次に、ブランクパイプ材2a内への芯金部材4のセットおよび位置決めについて説明する。   Next, the setting and positioning of the cored bar member 4 in the blank pipe material 2a will be described.

まず、ブランクパイプ材2aの一端(図8では左端)から芯金部材4を挿入すると共に、その芯金部材4の板材5のガイド穴85に、ガイドピン82を先端から挿入してフランジ83を板材5に当接させる。   First, the metal core member 4 is inserted from one end (the left end in FIG. 8) of the blank pipe member 2a, and the guide pin 82 is inserted from the front end into the guide hole 85 of the plate material 5 of the metal core member 4 so that the flange 83 is formed. It abuts on the plate material 5.

次に、ガイドピン82をブランクパイプ材2a内に送り込み、そのガイドピン82に固定されたフランジ83を介して芯金部材4をブランクパイプ材2aの一端から曲げ部3に向けて移動させる。さらに、ストッパ84がブランクパイプ材2aの一端に当接するまでガイドピン82を送り込む。これにより、芯金部材4が曲げ部3に到達して、所定の位置に位置決めされる。位置決め終了後、ガイドピン82は、曲げ加工前に、ブランクパイプ材2aから引き抜かれる。   Next, the guide pin 82 is fed into the blank pipe material 2 a, and the cored bar member 4 is moved from one end of the blank pipe material 2 a toward the bending portion 3 through a flange 83 fixed to the guide pin 82. Further, the guide pin 82 is fed until the stopper 84 comes into contact with one end of the blank pipe material 2a. As a result, the cored bar member 4 reaches the bent portion 3 and is positioned at a predetermined position. After the positioning, the guide pin 82 is pulled out from the blank pipe material 2a before bending.

本実施形態では、上述した図1の実施形態と同様の効果が得られ、さらに、ガイドピン82により、芯金部材4を所望の位置に容易にセットすることができる。   In the present embodiment, the same effects as those of the embodiment of FIG. 1 described above can be obtained, and the cored bar member 4 can be easily set at a desired position by the guide pins 82.

また、ガイドピン82とガイド穴85との隙間、および結合ピン7と結合穴8との隙間が、パイプ材2の内壁面と中子部6の板材5との隙間よりも小さく設定されているので、パイプ材2内に芯金部材4を挿入するときに、容易に挿入することができる。   Further, the gap between the guide pin 82 and the guide hole 85 and the gap between the coupling pin 7 and the coupling hole 8 are set to be smaller than the gap between the inner wall surface of the pipe member 2 and the plate member 5 of the core portion 6. Therefore, when the cored bar member 4 is inserted into the pipe member 2, it can be easily inserted.

なお、本発明は、上述の実施形態に限定されず、様々な変形例や応用例が考えられるものである。   In addition, this invention is not limited to the above-mentioned embodiment, Various modifications and application examples can be considered.

例えば、上述の実施形態では、結合ピン7の両端に円板状の鍔部9を溶着して、中子部6の板材5を保持、固定したが、これに限定されず、結合ピン7の両端をつぶして鍔部9を形成してもよく、また、鍔部9のかわりに結合ピン7の両端を折り曲げて中子部6の板材5を固定するようにしてもよい。   For example, in the above-described embodiment, the disk-shaped flange portion 9 is welded to both ends of the coupling pin 7 to hold and fix the plate material 5 of the core portion 6. Both ends may be crushed to form the flange portion 9, or instead of the flange portion 9, both ends of the coupling pin 7 may be bent to fix the plate member 5 of the core portion 6.

また、連結部は、結合ピン7に限定されず、様々なものが考えられる。例えば、連結部は、ワイヤでもよく、その場合、ワイヤの両端を板材5に溶着してカシメて、中子部6の板材5を保持する。また、連結部は、外周に雄ねじが形成されたボルトでもよく、その場合、ボルトヘッドと、ボルトに螺合させたナットとで中子部6の板材5を挟み保持する。   Moreover, a connection part is not limited to the coupling pin 7, Various things can be considered. For example, the connecting portion may be a wire. In this case, both ends of the wire are welded to the plate material 5 and caulked to hold the plate material 5 of the core portion 6. The connecting portion may be a bolt having a male screw formed on the outer periphery. In this case, the plate member 5 of the core portion 6 is sandwiched and held by a bolt head and a nut screwed into the bolt.

また、中子部6の板材5の材質は、鋼材以外にも、様々なものが考えられ、例えば、樹脂、非金属材でもよい。   In addition to the steel material, various materials are conceivable as the material of the plate member 5 of the core portion 6. For example, a resin or a non-metallic material may be used.

また、図10および図11に示すように、中子部6の板材5の中央部に所定の大きさの穴部10を形成してもよい。この場合、中子部6(芯金部材4)の重量を低減することができる。ここで、穴部10が大きいほど、芯金部材4の重量を低減できるものの強度が低下するので、穴部10の大きさは、重量や強度などを考慮して適宜設定される。   Further, as shown in FIGS. 10 and 11, a hole 10 having a predetermined size may be formed at the center of the plate 5 of the core 6. In this case, the weight of the core part 6 (core metal member 4) can be reduced. Here, as the hole portion 10 is larger, the weight of the cored bar member 4 can be reduced, but the strength is lowered. Therefore, the size of the hole portion 10 is appropriately set in consideration of the weight and strength.

また、中子部6の板材5の間に、一定の間隔があくようにスペーサを挟んでもよい。例えば、曲げ加工の曲げ半径が大きく曲げ部3の軸方向長さが長くなる場合には、曲げ部3にかかる応力(圧縮力、引張力)が小さくなり座屈、引けが発生し難いので、このような場合は、中子部6の板材5の間にスペーサを挟むことで、中子部6(芯金部材4)のコストを低減することができる。   Further, a spacer may be sandwiched between the plate members 5 of the core portion 6 so as to have a certain interval. For example, when the bending radius of bending is large and the axial length of the bending part 3 is long, the stress (compressive force, tensile force) applied to the bending part 3 is small, and buckling and shrinkage are unlikely to occur. In such a case, the cost of the core part 6 (core metal member 4) can be reduced by sandwiching a spacer between the plate members 5 of the core part 6.

また、芯金部材4は、上述の実施形態のものに限定されず、例えば、芯金部材4は曲げ部3内に嵌め入れられ曲げ部3に沿って軸方向に、曲げ部3と相似な断面形状で延びる管材などでもよい。   The cored bar member 4 is not limited to that of the above-described embodiment. For example, the cored bar member 4 is fitted in the bent part 3 and is similar to the bent part 3 in the axial direction along the bent part 3. A pipe material or the like extending in a cross-sectional shape may be used.

また、パイプ材の断面は、矩形断面に限定されず、丸断面など様々なものが考えられる。例えば、図12および図13に示すように、パイプ材12は、異型断面を有する異型鋼管でもよく、その場合、中子部6の板材13は、異型鋼管12と同様に異型断面に形成することが好ましい。   Further, the cross section of the pipe material is not limited to a rectangular cross section, and various ones such as a round cross section are conceivable. For example, as shown in FIGS. 12 and 13, the pipe material 12 may be a modified steel pipe having a modified cross section. In this case, the plate member 13 of the core portion 6 is formed in a modified cross section in the same manner as the modified steel pipe 12. Is preferred.

さらに、図12に示すように、パイプ材が異型鋼管12の場合、異型鋼管12と芯金部材4(板材5)との隙間を、変形可能な部位か否かで調整するようにしてもよい。例えば、図例では、角部Cを変形可能な部位とし、角部Cでの異型鋼管12と芯金部材4との隙間が大きく設定される。より具体的には、異型鋼管12の角部Cに所定の半径で丸み味(R)が付けられており、その角部Cよりも大きな半径で板材13の角部に丸み味(R)が付けられる。   Furthermore, as shown in FIG. 12, when the pipe material is a modified steel pipe 12, the gap between the modified steel pipe 12 and the cored bar member 4 (plate material 5) may be adjusted depending on whether or not it is a deformable part. . For example, in the illustrated example, the corner C is a deformable part, and the gap between the deformed steel pipe 12 and the cored bar member 4 at the corner C is set large. More specifically, the roundness (R) is attached to the corner C of the modified steel pipe 12 with a predetermined radius, and the roundness (R) is applied to the corner of the plate 13 with a radius larger than the corner C. Attached.

これにより、曲げ加工による歪が変位可能な角部Cに集中するので、他の部材が取り付けられる面部F(断面における辺部)などの変形不可部の歪を低減させることができる。例えば、図6のキャブ61では、フロントウインドウ63やルーフパネル67が取り付けられるフロントピラー部62およびルーフレール部65の面部の精度を向上させることができる。   Thereby, since the distortion by bending concentrates on the displaceable corner | angular part C, distortion of a non-deformable part, such as the surface part F (side part in a cross section) to which another member is attached, can be reduced. For example, in the cab 61 of FIG. 6, the accuracy of the surface portions of the front pillar portion 62 and the roof rail portion 65 to which the front window 63 and the roof panel 67 are attached can be improved.

図1は、本発明に係る一実施形態による構造部材の概略断面図である。FIG. 1 is a schematic sectional view of a structural member according to an embodiment of the present invention. 図2は、本実施形態の構造部材の概略断面図であり、曲げ加工前の状態を示す。FIG. 2 is a schematic cross-sectional view of the structural member of the present embodiment, showing a state before bending. 図3は、図2のIII部拡大図である。FIG. 3 is an enlarged view of part III in FIG. 図4は、図3のIV方向矢視図である。FIG. 4 is a view taken in the direction of the arrow IV in FIG. 図5は、本実施形態のプレス機の概略構造図である。FIG. 5 is a schematic structural diagram of the press according to the present embodiment. 図6は、本実施形態のキャブの概略斜視図である。FIG. 6 is a schematic perspective view of the cab of this embodiment. 図7は、他の実施形態に係る芯金部材の断面図である。FIG. 7 is a cross-sectional view of a cored bar member according to another embodiment. 図8は、他の実施形態に係る芯金部材および治具の断面図である。FIG. 8 is a cross-sectional view of a cored bar member and a jig according to another embodiment. 図9は、図8のIX方向矢視図である。9 is a view taken in the direction of the arrow IX in FIG. 図10は、本発明の変形例に係る芯金部材の断面図である。FIG. 10 is a cross-sectional view of a cored bar member according to a modified example of the present invention. 図11は、図10のXI方向矢視図である。11 is a view taken in the direction of the arrow XI in FIG. 図12は、本発明の変形例に係る芯金部材の断面図である。FIG. 12 is a cross-sectional view of a cored bar member according to a modified example of the present invention. 図13は、図12のXIII方向矢視図である。13 is a view taken in the direction of the arrow XIII in FIG. 図14は、従来のプレス成形によるパイプの曲げ加工を説明するための図である。FIG. 14 is a view for explaining pipe bending by conventional press forming.

符号の説明Explanation of symbols

1 構造部材
2 パイプ材
3 曲げ部
4 芯金部材
5 板材
6 中子部
7 結合ピン(連結部)
DESCRIPTION OF SYMBOLS 1 Structural member 2 Pipe material 3 Bending part 4 Core metal member 5 Board | plate material 6 Core part 7 Connecting pin (connection part)

Claims (5)

パイプ材をプレス成形により曲げ加工して形成される構造部材において、
上記パイプ材の曲げ加工が施される曲げ部内に、該曲げ部の座屈および引けを防止すべく上記曲げ部における曲げ内側および外側の内壁面を各々支持する芯金部材を挿入して、上記パイプ材を曲げ加工すると共に、上記芯金部材を上記曲げ部と一体的に変形させ、その変形した芯金部材を上記曲げ加工後に上記曲げ部の強度部材としたことを特徴とする構造部材。
In structural members formed by bending pipe material by press molding,
Inserting a cored bar member that supports the inner wall surfaces on the inner side and the outer side of the bent portion in order to prevent buckling and shrinkage of the bent portion, into the bent portion where the pipe material is bent, A structural member characterized in that a pipe material is bent and the cored bar member is deformed integrally with the bent part, and the deformed cored bar member is used as a strength member of the bent part after the bending process.
上記芯金部材は、上記曲げ部の断面形状と同じ形状の複数の板材を上記パイプ材の軸方向に沿って並べて形成された中子部と、その中子部の上記板材を上記軸方向に連結すると共に、上記曲げ加工により変形する連結部とを有する請求項1記載の構造部材。   The core member includes a core portion formed by arranging a plurality of plate materials having the same shape as the cross-sectional shape of the bent portion along the axial direction of the pipe material, and the plate material of the core portion in the axial direction. The structural member according to claim 1, further comprising a connecting portion that is connected and deformed by the bending process. 上記芯金部材は、上記中子部の上記軸方向長さが上記曲げ部の長さと同じである請求項2記載の構造部材。   The structural member according to claim 2, wherein the core member has an axial length of the core portion equal to a length of the bent portion. 上記芯金部材の中子部が、上記曲げ加工後に、上記曲げ部の内壁に溶接接合された請求項1から3いずれかに記載の構造部材。   The structural member according to any one of claims 1 to 3, wherein a core portion of the cored bar member is welded to an inner wall of the bent portion after the bending process. 建設機械のキャブの一体に形成されたフロントピラー部およびルーフレール部をなす請求項1から4いずれかに記載の構造部材。   The structural member according to any one of claims 1 to 4, comprising a front pillar portion and a roof rail portion formed integrally with a cab of a construction machine.
JP2008030582A 2008-02-12 2008-02-12 Structural member Active JP5184125B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011220034A (en) * 2010-04-13 2011-11-04 Hitachi Constr Mach Co Ltd Construction machine
CN102248047A (en) * 2011-06-01 2011-11-23 二重集团(德阳)重型装备股份有限公司 Combined mandrel used for die-pressing of elbow tube and application method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5533619U (en) * 1978-08-18 1980-03-04
JP2000117334A (en) * 1998-10-20 2000-04-25 Toyota Motor Corp Method for bending of extruded material
JP2007160334A (en) * 2005-12-12 2007-06-28 Ishikawajima Harima Heavy Ind Co Ltd Bending method and bending device for shape steel
JP2008024019A (en) * 2006-07-18 2008-02-07 Mitsubishi Alum Co Ltd Bumper structure and its manufacturing method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5533619U (en) * 1978-08-18 1980-03-04
JP2000117334A (en) * 1998-10-20 2000-04-25 Toyota Motor Corp Method for bending of extruded material
JP2007160334A (en) * 2005-12-12 2007-06-28 Ishikawajima Harima Heavy Ind Co Ltd Bending method and bending device for shape steel
JP2008024019A (en) * 2006-07-18 2008-02-07 Mitsubishi Alum Co Ltd Bumper structure and its manufacturing method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011220034A (en) * 2010-04-13 2011-11-04 Hitachi Constr Mach Co Ltd Construction machine
CN102248047A (en) * 2011-06-01 2011-11-23 二重集团(德阳)重型装备股份有限公司 Combined mandrel used for die-pressing of elbow tube and application method thereof

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