JP2006504004A5 - - Google Patents

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Publication number
JP2006504004A5
JP2006504004A5 JP2004545602A JP2004545602A JP2006504004A5 JP 2006504004 A5 JP2006504004 A5 JP 2006504004A5 JP 2004545602 A JP2004545602 A JP 2004545602A JP 2004545602 A JP2004545602 A JP 2004545602A JP 2006504004 A5 JP2006504004 A5 JP 2006504004A5
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JP
Japan
Prior art keywords
metal member
flattened
walls
layers
channel
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JP2004545602A
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Japanese (ja)
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JP4469722B2 (en
JP2006504004A (en
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Priority claimed from AU2002952221A external-priority patent/AU2002952221A0/en
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Publication of JP2006504004A publication Critical patent/JP2006504004A/en
Publication of JP2006504004A5 publication Critical patent/JP2006504004A5/ja
Application granted granted Critical
Publication of JP4469722B2 publication Critical patent/JP4469722B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Claims (20)

金属の単一部材から形成される略矩形断面のロール成形梁であって、
前記金属部材の少なくとも3つの隣接する層で形成された、対向する第1および第2の略平行な壁部と、
第1および第2の壁部の間の対向する第3および第4の略平行な壁部であって、第3または第4の壁部の一方が金属部材の2つの対向する縦方向の縁部を接合する継ぎ目を有する壁部と、を備える梁。
A roll-formed beam having a substantially rectangular cross section formed from a single metal member,
Opposing first and second generally parallel walls formed of at least three adjacent layers of the metal member;
Opposing third and fourth substantially parallel wall portions between the first and second wall portions, one of the third or fourth wall portions being two opposing longitudinal edges of the metal member And a wall portion having a seam for joining the portions.
対向する第1および第2の壁部が前記金属部材の3つの隣接する層で形成されている、請求項1に記載の梁。   The beam of claim 1, wherein the opposing first and second walls are formed of three adjacent layers of the metal member. 3つの層が第1および第2の壁部の全幅にわたっている、請求項2に記載の梁。   The beam of claim 2, wherein the three layers span the entire width of the first and second walls. 第1および第2の壁部の3つの層が、第1および第2の壁部のおよそ半分の幅にわたる2つの金属層と、第1および第2の壁部の全幅にわたる1つの層とから形成されている、請求項2に記載の梁。   The three layers of the first and second walls are composed of two metal layers spanning approximately half the width of the first and second walls and one layer spanning the entire width of the first and second walls. The beam according to claim 2, wherein the beam is formed. 2つの半幅層が梁の外側を形成する、請求項4に記載の梁。   The beam of claim 4, wherein the two half-width layers form the outside of the beam. 2つの半幅層が梁の内側を形成する、請求項4に記載の梁。   The beam of claim 4, wherein the two half-width layers form the inside of the beam. 梁が、その4つの隅部の第1および第2の壁部から離れる方向に向かう領域に、前記金属部材の少なくとも2つの隣接する層も含む、請求項1〜6の何れか1項に記載の梁。   The beam according to any one of claims 1 to 6, wherein the beam also includes at least two adjacent layers of the metal member in a region facing away from the first and second walls of the four corners. Beams. 梁が、その4つの隅部の領域に前記金属部材の3つの前記隣接層を含む、請求項7に記載の梁。   The beam according to claim 7, wherein the beam comprises three adjacent layers of the metal member in the region of its four corners. 梁が、第3および第4の壁部に複数の外側に凹んだくぼみも含む、請求項1〜8の何れか1項に記載の梁。   The beam according to any one of claims 1 to 8, wherein the beam also includes a plurality of outwardly recessed depressions in the third and fourth wall portions. 梁が、第3および第4の壁部のそれぞれに3つの等間隔のくぼみを含み、くぼみのうち1つが継ぎ目により形成されている、請求項9に記載の梁。   The beam according to claim 9, wherein the beam comprises three equally spaced depressions in each of the third and fourth walls, one of the depressions being formed by a seam. 第1および第2の壁部が第3および第4の壁部よりも小さい、請求項1〜10の何れか1項に記載の梁。   The beam according to any one of claims 1 to 10, wherein the first and second wall portions are smaller than the third and fourth wall portions. 略矩形断面の梁を略平坦な金属の単一部材からロール成形する方法であって、
前記金属部材に、前記金属の少なくとも3つの層の一対の離間された平坦化部分を形成し、
金属部材の外側縁部を、平坦化部分の最外端に近づくように平坦化部分と約直角に折り曲げ、
折り曲げられた金属部材の外側縁部を、平坦化部分の最内端に近づくように平坦化部分と約直角に折り曲げ、
金属部材の隣接する最の外側の縦方向の縁部間の接合継ぎ目を折畳む順次ステップを含む方法。
A method of roll-forming a beam having a substantially rectangular cross section from a single member of a substantially flat metal,
Forming a pair of spaced planarized portions of at least three layers of the metal on the metal member;
Bend the outer edge of the metal member approximately perpendicular to the flattened portion so as to approach the outermost end of the flattened portion;
Bend the outer edge of the bent metal member approximately perpendicular to the flattened portion so as to approach the innermost end of the flattened portion;
A method comprising sequential steps of folding a joint seam between adjacent outermost longitudinal edges of a metal member.
平坦化部分が、金属部材にそれぞれ1つの基部と2つの側部を有する離間された一対のチャネルを形成し、チャネル基部を金属部材の残りの部分に対して側部を挟んで平坦化することによって形成される、請求項12に記載の方法。   The planarizing portion forms a pair of spaced apart channels each having one base and two sides on the metal member, and the channel base is planarized across the sides with respect to the rest of the metal member. The method of claim 12 formed by: 平坦化部分が、金属部材に1つの基部と2つの側部を有するチャネルを形成し、チャネル側部をチャネル基部に対して平坦化することによって形成される、請求項12に記載の方法。   13. The method of claim 12, wherein the planarizing portion is formed by forming a channel having one base and two sides in a metal member and planarizing the channel side with respect to the channel base. 前記チャネル基部が、各チャネルの側部の基部から離れた縁部を近づけることによって平坦化される、請求項13または14に記載の方法。 15. A method according to claim 13 or 14, wherein the channel base is planarized by approximating an edge remote from the base on the side of each channel. 金属部材の外側縁部が、平坦化されたチャネル基部の長さの約15%に沿って、平坦化されたチャネル基部に約直角に折り曲げられる、請求項12〜15の何れか1項に記載の方法。   16. The outer edge of the metal member is folded at about a right angle to the flattened channel base along about 15% of the length of the flattened channel base. the method of. 金属部材の折り曲げられた外側縁部が、好ましくは、平坦化されたチャネル基部の長さの約15%に沿って、平坦化されたチャネル基部に約直角に折り曲げられる、請求項16に記載の方法。   17. The folded outer edge of the metal member is preferably folded at about a right angle to the flattened channel base along about 15% of the length of the flattened channel base. Method. 金属部材の外側縁部を平坦化されたチャネル基部に対して折り曲げる前に、金属部材内に複数のくぼみを形成することも含む、請求項12〜17の何れか1項に記載の方法。 18. A method according to any one of claims 12 to 17 , further comprising forming a plurality of indentations in the metal member before folding the outer edge of the metal member against the planarized channel base. 好ましくは、5つの前記くぼみを形成することも含む、請求項18に記載の方法。 19. A method according to claim 18 , preferably also comprising forming five said indentations. 3つのくぼみが平坦化されたチャネル基部間に折り畳まれ、1つのくぼみが各平坦化されたチャネル基部の外側に向かって金属部材内に折り込まれる、請求項18または19に記載の方法。 20. A method according to claim 18 or 19 , wherein three indentations are folded between the flattened channel bases and one indentation is folded into the metal member towards the outside of each flattened channel base.
JP2004545602A 2002-10-23 2003-10-22 Beam Expired - Lifetime JP4469722B2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AU2002952221A AU2002952221A0 (en) 2002-10-23 2002-10-23 A beam
PCT/AU2003/001402 WO2004038122A1 (en) 2002-10-23 2003-10-22 A beam

Publications (3)

Publication Number Publication Date
JP2006504004A JP2006504004A (en) 2006-02-02
JP2006504004A5 true JP2006504004A5 (en) 2010-02-25
JP4469722B2 JP4469722B2 (en) 2010-05-26

Family

ID=28795618

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004545602A Expired - Lifetime JP4469722B2 (en) 2002-10-23 2003-10-22 Beam

Country Status (12)

Country Link
US (1) US20060225476A1 (en)
EP (1) EP1554444A4 (en)
JP (1) JP4469722B2 (en)
KR (1) KR20050063787A (en)
CN (1) CN100422472C (en)
AU (1) AU2002952221A0 (en)
BR (1) BR0315564A (en)
CA (1) CA2503496A1 (en)
MX (1) MXPA05004317A (en)
NZ (1) NZ540132A (en)
WO (1) WO2004038122A1 (en)
ZA (1) ZA200504152B (en)

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WO2009084940A1 (en) * 2007-12-31 2009-07-09 Hong Liang Ng Roll forming apparatus
JP6312366B2 (en) * 2013-03-26 2018-04-18 大和ハウス工業株式会社 Underfloor beam material and underfloor beam support structure
WO2015004586A2 (en) * 2013-07-12 2015-01-15 Jimenez Torres Hector Strengthened structural profile comprising ribbing on all sides
CN104741480A (en) * 2015-01-22 2015-07-01 苏州华源包装股份有限公司 Can sealing technology for tank containing aqueous solution
JP6710571B2 (en) * 2016-04-22 2020-06-17 西松建設株式会社 Base material and partition wall
CN110560523A (en) * 2019-09-20 2019-12-13 厦门绿世界温室工程技术有限公司 Production equipment of greenhouse rod piece
RU208780U1 (en) * 2021-09-08 2022-01-13 Амир Равилевич Юскин LONG-DIMENSIONAL BOX PROFILE

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US2975874A (en) * 1958-04-01 1961-03-21 Pagan Alberto Girder made up of structural members
US3043408A (en) * 1959-03-23 1962-07-10 Warren R Attwood Metallic framing element
US3134468A (en) * 1959-12-28 1964-05-26 Andrew J Toti Structural unit and assembly thereof
FR2265938A1 (en) * 1974-03-13 1975-10-24 Scanovator Ab Constructional sheet metal hollow member - stiffened by forming groove down each side with free edges connected
BE891445A (en) 1981-12-11 1982-03-31 Polypal TUBULAR PROFILE WITH BOX SECTION.
GB2235712A (en) * 1989-09-05 1991-03-13 Metsec Plc Structural beams
US5095678A (en) * 1991-01-23 1992-03-17 Steelway Housing Structural stud
WO1993015353A1 (en) * 1992-01-24 1993-08-05 Rmt Pty. Ltd. Element for composite structural member
DE19743643A1 (en) * 1997-10-02 1999-04-08 Meta Regalbau Gmbh & Co Kg Steel beam profile
CN2353820Y (en) * 1998-06-09 1999-12-15 林栋梁 Combined wall plate
GB2371816B (en) * 2001-01-31 2005-09-07 Hong Liang Ng Building material
US6415576B1 (en) * 2000-09-25 2002-07-09 Gustav M. Stromback Reinforcing ridge apparatus and method
IT250679Y1 (en) * 2000-11-17 2003-09-24 Torri Spa BEAM FOR METAL SHELVING
IT1319711B1 (en) * 2000-12-29 2003-11-03 Antonello Briosi SUPPORTING STRUCTURE ELEMENT, SPECIES FOR SHELVING
ITUD20010073A1 (en) 2001-04-19 2002-10-19 Danilo Giannini BEAM FOR SUPPORTS AND RELEVANT REALIZATION PROCEDURE
US20050241261A1 (en) * 2004-04-29 2005-11-03 Federico Martinez-Cepeda Grooved stiffened beam

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