US3698224A - Process for the production of steel structural shapes - Google Patents
Process for the production of steel structural shapes Download PDFInfo
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- US3698224A US3698224A US89603A US3698224DA US3698224A US 3698224 A US3698224 A US 3698224A US 89603 A US89603 A US 89603A US 3698224D A US3698224D A US 3698224DA US 3698224 A US3698224 A US 3698224A
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- tube
- forming
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 16
- 239000010959 steel Substances 0.000 title claims abstract description 16
- 238000000034 method Methods 0.000 title claims description 5
- 238000004519 manufacturing process Methods 0.000 title description 6
- 238000005096 rolling process Methods 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 238000005520 cutting process Methods 0.000 claims description 3
- 229910000746 Structural steel Inorganic materials 0.000 claims description 2
- 239000010960 cold rolled steel Substances 0.000 abstract description 2
- 230000000750 progressive effect Effects 0.000 description 6
- ORILYTVJVMAKLC-UHFFFAOYSA-N Adamantane Natural products C1C(C2)CC3CC1CC2C3 ORILYTVJVMAKLC-UHFFFAOYSA-N 0.000 description 1
- 229910000760 Hardened steel Inorganic materials 0.000 description 1
- 239000000498 cooling water Substances 0.000 description 1
- 150000002500 ions Chemical class 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- VIKNJXKGJWUCNN-XGXHKTLJSA-N norethisterone Chemical compound O=C1CC[C@@H]2[C@H]3CC[C@](C)([C@](CC4)(O)C#C)[C@@H]4[C@@H]3CCC2=C1 VIKNJXKGJWUCNN-XGXHKTLJSA-N 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 238000005482 strain hardening Methods 0.000 description 1
Images
Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21D—WORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21D47/00—Making rigid structural elements or units, e.g. honeycomb structures
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21D—WORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21D5/00—Bending sheet metal along straight lines, e.g. to form simple curves
- B21D5/06—Bending sheet metal along straight lines, e.g. to form simple curves by drawing procedure making use of dies or forming-rollers, e.g. making profiles
- B21D5/08—Bending sheet metal along straight lines, e.g. to form simple curves by drawing procedure making use of dies or forming-rollers, e.g. making profiles making use of forming-rollers
- B21D5/086—Bending sheet metal along straight lines, e.g. to form simple curves by drawing procedure making use of dies or forming-rollers, e.g. making profiles making use of forming-rollers for obtaining closed hollow profiles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
- E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0421—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
- E04C2003/043—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the hollow cross-section comprising at least one enclosed cavity
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0452—H- or I-shaped
- E04C2003/0456—H- or I-shaped hollow flanged, i.e. "dogbone" metal beams
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/046—L- or T-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0473—U- or C-shaped
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49616—Structural member making
- Y10T29/49623—Static structure, e.g., a building component
- Y10T29/49634—Beam or girder
Definitions
- ABSTRACT Steel structural shapes such as H, l, and channel Related Apphcamn Data beams are cold fabricated by progressively deforming [63] Continuation of Ser. No. 821,843, May 5, welded seam steel tubing made from hot or cold rolled 1969, abandoned. steel in a welded tube mill, the structural shapes being closed curves in section and having web portions of [52] U.S. Cl.
- Hot rolled steel structural shapes in the form of I, H, and channel beams having a solid cross section are old and well known.
- the hot forming rolling mill equipment required to form these conventional shapes is complex and costly. Highly trained and skilled personnel are required to operate this complex equipment.
- the cold formed circular welded tubing is further cold formed by progressive deformations to produce superior structural shapes.
- These shapes, I beams, H beams, and channels, have web portions formed from two touching thicknesses of the deformed tube wall with contiguous upper and lower flanges of these shapes being substantially triangular.
- the closed curve of a section through a structural shape of this invention comprises two touching thicknesses forming a central web having substantially triangular loops at the ends thereof to form flanges.
- the tube is preferrably deformed so that its welded seam is at the center of the web at a location subjected to minimum stresses.
- the structural shapes of this invention have a particularly high strength to weight ratio as a result of their hollowflange portions.
- FIGS. 1-3 are, respectively, diagrammatic perspective views of a slitting stage, a preforming stage, and a forming and welding stage of a welded tube mill;
- FIG. 4 is a perspective view of mountings for rollers for the progressive deformation of welded steel tubing into the structural shapes of this invention
- FIG. 5 is a perspective view of a cut off unit for the structural shapes of this invention.
- FIG. 6 is a section through an H beam according to this invention.
- FIG. 7 is a perspective view of the end of the H" beam of FIG. 6;
- FIG. 8 is a transverse section through a length of welded steel tubing from a conventional welded tube mill which may be progressively deformed into the structural shapes of this invention
- FIGS. 9-16 show the progressive deformation by sets of rollers of the tube of FIG. 8 into the H beam of FIGS. 6 and 7;
- FIGS. 17 and 18 show a clampand .knifefor cutting off the structural shape of FIGS. 6 and 7;
- FIG. 19 is a transverse section through an I" beam according to this invention.
- FIG. 20 is a transverse section through a channel according to this invention.
- FIG. 21 is a perspective view ofthe endof the channel of FIG. 20;and,
- FIG. 22 is a transverse section through a T according to this invention.
- FIG. 1 shows a coil 30mounted on a holder 31.
- Coil 30 may be of hot or cold rolled steel from about 0.5 to 5 mm. thick.
- Sheet stock 32 is drawn from coil 30 through slitter 33 from which strips of sheet stock 34 slit to a desired width are rolled into slit coils 35 by winder 36.
- the slit coils 35 may be joined and wound on a large reel 37.
- suitable mountings 38 support pairs of vertical and horizontal motor driven rollers of hardened steel. These rollers(not shown) progressively deform the strip .34 until its edges meet.
- the mountings 38 for these preforming rollers are bolted to a table 39 or a like rigid support.
- the abutting edges of strip 34 are welded by any suitable welder 40 and passed through a cooling water spray at 41. All the foregoing elements, as described, are well known and constitute a tube mill for the production of welded seam.
- tubing 44 as shown in FIG. 8.
- Tubing 44 has a wall 45 of uniform thickness formed from the strip 34 which has its abutting edges 46 and 47 welded at 48. Weld 487' should be substantially the thickness of the strip 34 of wall 35.
- FIG. 4 shows mountings 51-58 fixed to an extension of table 39.
- the mountings 51-58 support, respectively, the sets of vertically mounted rollers 61-68 and the sets of horizontally mounted rollers 71-78 shown in FIGS. 9-16 progressively deforming the round tube 44 into an H beam structural shape 59.
- H beam 59 is shown in FIGS. 6 and 7.
- the H beam 59 has a central web 60 of two adjacent, substantially touching, and parallel thicknesses 69 and 70, one of which contains the weld 48 in its center.
- the flanges 79 of H beam 59 are best formed to be substantially triangular in shape with flat upper and lower portions 80 normal to web 60 and with inner portions 81 and 82 sloping toward the web 60.
- the outer edges 83 of the flanges 79 are best slightly rounded to avoid and distribute stresses which would otherwise be concentrated at these points.
- each three sets of rollers 61-68 and 71-78 should be driven by any suitable means(not shown). It is particularly desirable to drive the last set of rollers 68 shown in FIG. 16 as they may bear heavily inward against the touching thicknesses 69 and 70 of web 60 to provide superior traction. It is to be noted that the particular sets of forming rollers shown and their configurations are merely illustrative of the types which may be used.
- FIG. shows a cut off unit for the H beam structural shape 59.
- FIG. 17 shows a pair of clamps 86 and 87 which engage beam 59 to allow the shear blade 88, shown in FIG. 18, to make a clean cut off with a minimum amount of distortion at the cut off ends.
- FIG. 19 shows an I beam 90 which is made by the cold working progressive deformation of round welded steel tubing substantially in the same manner as that shown and described for I-I" beam 59.
- I beam 90 has weld 48 in the center of one of the adjacent thicknesses 91 and 92 which form the web 93.
- the smaller flanges 94 of beam 90 are substantially triangular in shape with flat outer edges 95 normal to web 93 and with two inward sloping inner surfaces 96 extending from each outer edge or surface 95.
- the corners or edges of the flanges 94 are slightly rounded to reduce stress.
- FIGS. and 21 show a channel 100 according to this invention which is formed by the progressive cold deformation of round welded steel tubing.
- Channel 100 has a central web 101 of inner and outer substantially touching thicknesses 102 and 103.
- the inner thickness 102 contains the weld 48 so that it will be in an area of minimum stress.
- the flanges 105 of channel 100 are substantially triangular with flat outer surfaces 106.
- Each flange 105 has a single sloping inner surface 107.
- the ends or continuations 108 of the outer thickness 103 of web 101 form one leg of the triangular flanges 105.
- FIG. 22 shows a T shape 110 which may be fabricated according to this invention.
- a tube 44 is progressively deformed to form the shape which has a substantially triangular lower flange 111 and an upstanding web 112 containing weld 48 at its uppermost end.
- the structural shapes of this invention may be painted or coated in any desired manner.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bending Of Plates, Rods, And Pipes (AREA)
Abstract
Steel structural shapes such as ''''H,'''' ''''I,'''' and channel beams are cold fabricated by progressively deforming welded seam steel tubing made from hot or cold rolled steel in a welded tube mill, the structural shapes being closed curves in section and having web portions of two adjacent thicknesses with flange portions at each end thereof.
Description
United States Patent 1151 3,698,224 Saytes [4 1 Oct. 17, 1972 [54] PROCESS FOR THE PRODUCTION OF 1,779,185 10/1930 Meiser et al ..72/178 STEEL STRUCTURAL SHAPES 3,256,670 6/1966 Tersigni ..52/729 426,558 4/1890 Dithridge ..52/729 [72] Q San, Maracabm 2,085,829 7/1937 Rogers ..29/155 a 999,467 8/1911 Sack ..72/178 [73] Assignee: Siderurgica Occidental C.A.,
Mara ib Venezuela Primary Examiner-Lowell A. Larson v Attorney-Peter L. Taller 122] l'llcd: Nov. l6, 1970 21 Appl. No.: 89,603 [57] ABSTRACT Steel structural shapes such as H, l, and channel Related Apphcamn Data beams are cold fabricated by progressively deforming [63] Continuation of Ser. No. 821,843, May 5, welded seam steel tubing made from hot or cold rolled 1969, abandoned. steel in a welded tube mill, the structural shapes being closed curves in section and having web portions of [52] U.S. Cl. ..72/ 178, 29/155 R two j en hickn e with flange p r ions at each [51 Int. Cl. ..B2ld 47/00 end thereof- [58] Field of Search ..72/178, 225, 367; 29/155 R, 29/480; 52/729 [56] References Cited 1 Claim, 22 Drawing Figures UNITED STATES PATENTS 991,603 5/1911 Brooks ..52/729 93 iii 92 I 48 1' i I! 1 55: 91 515 v5 96 In PmmEnnmnm 3,698,224 SHEET 1 OF 4 I NVE NTOR I ADAM ERIC SAYTES 3295 Wei/m ATTORNEY PATENTEDum 11 I972 sum 2 BF 4 INVENTOR.
ADAM ERIC SAYTES ATTORNEY PATENTEDHBT 1 1 I9 2 3. 6 98 224 sum 3 BF 4 I I 559,15 INVENTOR:
B ADAM ERIC SAYTES 52 ,15, 0%: /7;%
ATTORNEY mgnocm'mz 'snm u M INVENTOR:
ADAM ERIC SAYTES Milli! PROCESS FOR THE PRODUCTION OF STEEL STRUCTURAL SHAPES CROSS-REFERENCE TO RELATED APPLICATIONS This application is a continuation of application Ser. No. 821,843 filed May 5, 1969, and now abandoned.
BACKGROUND OF THE INVENTION SUMMARY OF THE INVENTION Hot rolled steel structural shapes in the form of I, H, and channel beams having a solid cross section are old and well known. The hot forming rolling mill equipment required to form these conventional shapes is complex and costly. Highly trained and skilled personnel are required to operate this complex equipment.
This invention may be practiced in conjunction with well known and easily operated welded tube mills which only involve cold forming operations including the welding of the tube seam. According to this invention, the cold formed circular welded tubing is further cold formed by progressive deformations to produce superior structural shapes. These shapes, I beams, H beams, and channels, have web portions formed from two touching thicknesses of the deformed tube wall with contiguous upper and lower flanges of these shapes being substantially triangular. Thus the closed curve of a section through a structural shape of this invention comprises two touching thicknesses forming a central web having substantially triangular loops at the ends thereof to form flanges. The tube is preferrably deformed so that its welded seam is at the center of the web at a location subjected to minimum stresses.
Not only is the production of the structural shapes of this invention rapid, but the productive facilities required are far less costly than a conventional rolling mill. In addition, once set up, production may be carried out by relatively unskilled workers. The structural shapes of this invention have a particularly high strength to weight ratio as a result of their hollowflange portions.
BRIEF DESCRIPTION OF THE DRAWINGS FIGS. 1-3 are, respectively, diagrammatic perspective views of a slitting stage, a preforming stage, and a forming and welding stage of a welded tube mill;
FIG. 4 is a perspective view of mountings for rollers for the progressive deformation of welded steel tubing into the structural shapes of this invention;
FIG. 5 is a perspective view of a cut off unit for the structural shapes of this invention;
FIG. 6 is a section through an H beam according to this invention;
FIG. 7 is a perspective view of the end of the H" beam of FIG. 6;
FIG. 8 is a transverse section through a length of welded steel tubing from a conventional welded tube mill which may be progressively deformed into the structural shapes of this invention;
FIGS. 9-16 show the progressive deformation by sets of rollers of the tube of FIG. 8 into the H beam of FIGS. 6 and 7;
FIGS. 17 and 18 show a clampand .knifefor cutting off the structural shape of FIGS. 6 and 7;
FIG. 19 is a transverse section through an I" beam according to this invention;
FIG. 20 is a transverse section through a channel according to this invention;
FIG. 21 is a perspective view ofthe endof the channel of FIG. 20;and,
FIG. 22 is a transverse section through a T according to this invention.
DESCRIPTION OF THE PREFERRED Embodiments referring to the: Drawing in detail, FIG. 1 shows a coil 30mounted on a holder 31. Coil 30 may be of hot or cold rolled steel from about 0.5 to 5 mm. thick. Sheet stock 32 is drawn from coil 30 through slitter 33 from which strips of sheet stock 34 slit to a desired width are rolled into slit coils 35 by winder 36.
As shown in FIG. 2, the slit coils 35 may be joined and wound on a large reel 37. Referring now to FIG. 3, suitable mountings 38 support pairs of vertical and horizontal motor driven rollers of hardened steel. These rollers(not shown) progressively deform the strip .34 until its edges meet. The mountings 38 for these preforming rollers are bolted to a table 39 or a like rigid support. The abutting edges of strip 34 are welded by any suitable welder 40 and passed through a cooling water spray at 41. All the foregoing elements, as described, are well known and constitute a tube mill for the production of welded seam. tubing 44 as shown in FIG. 8. Tubing 44 has a wall 45 of uniform thickness formed from the strip 34 which has its abutting edges 46 and 47 welded at 48. Weld 487' should be substantially the thickness of the strip 34 of wall 35.
FIG. 4 shows mountings 51-58 fixed to an extension of table 39. The mountings 51-58 support, respectively, the sets of vertically mounted rollers 61-68 and the sets of horizontally mounted rollers 71-78 shown in FIGS. 9-16 progressively deforming the round tube 44 into an H beam structural shape 59. H beam 59 is shown in FIGS. 6 and 7. The H beam 59 has a central web 60 of two adjacent, substantially touching, and parallel thicknesses 69 and 70, one of which contains the weld 48 in its center. The flanges 79 of H beam 59 are best formed to be substantially triangular in shape with flat upper and lower portions 80 normal to web 60 and with inner portions 81 and 82 sloping toward the web 60. The outer edges 83 of the flanges 79 are best slightly rounded to avoid and distribute stresses which would otherwise be concentrated at these points.
In the progressive deformation of the round tube 44 into an H beam 59, the sides of the tube 44, one of which contains weld 48, are bent inward and flattened until they touch to form central web 60. At the same time, the flanges 79 are formed. At least one of each three sets of rollers 61-68 and 71-78 should be driven by any suitable means(not shown). It is particularly desirable to drive the last set of rollers 68 shown in FIG. 16 as they may bear heavily inward against the touching thicknesses 69 and 70 of web 60 to provide superior traction. It is to be noted that the particular sets of forming rollers shown and their configurations are merely illustrative of the types which may be used.
FIG. shows a cut off unit for the H beam structural shape 59. FIG. 17 shows a pair of clamps 86 and 87 which engage beam 59 to allow the shear blade 88, shown in FIG. 18, to make a clean cut off with a minimum amount of distortion at the cut off ends.
FIG. 19 shows an I beam 90 which is made by the cold working progressive deformation of round welded steel tubing substantially in the same manner as that shown and described for I-I" beam 59. I beam 90 has weld 48 in the center of one of the adjacent thicknesses 91 and 92 which form the web 93. The smaller flanges 94 of beam 90 are substantially triangular in shape with flat outer edges 95 normal to web 93 and with two inward sloping inner surfaces 96 extending from each outer edge or surface 95. The corners or edges of the flanges 94 are slightly rounded to reduce stress.
FIGS. and 21 show a channel 100 according to this invention which is formed by the progressive cold deformation of round welded steel tubing. Channel 100 has a central web 101 of inner and outer substantially touching thicknesses 102 and 103. The inner thickness 102 contains the weld 48 so that it will be in an area of minimum stress. The flanges 105 of channel 100 are substantially triangular with flat outer surfaces 106. Each flange 105 has a single sloping inner surface 107. The ends or continuations 108 of the outer thickness 103 of web 101 form one leg of the triangular flanges 105.
FIG. 22 shows a T shape 110 which may be fabricated according to this invention. A tube 44 is progressively deformed to form the shape which has a substantially triangular lower flange 111 and an upstanding web 112 containing weld 48 at its uppermost end.
The structural shapes of this invention may be painted or coated in any desired manner.
While this invention has been shown and described in the best form known, it will nevertheless be understood that this is purely exemplary and that modifications may be made without departing from the spirit and scope of the invention except as it may be more limited in the appended claims.
Iclaim:
l. The process of cold forming structural steel shapes having transverse sections of closed curves forming I beams, comprising the steps of a. cold forming a steel strip by rolling the strip through rollers until its edges meet;
b. continuously welding the edges of the strip to cold form a welded tube containing a single longitudinal weld;
c. passing the round welded steel tube with its longitudinal weld on one side through successive forming rollers to progressively deform the tube by forcing its side portions together forming a web of arallel touching thicknesses of the wall of said ube while flattening its top and bottom surfaces to form triangular flanges above and below said web, the single longitudinal weld being disposed substantially in the center of one of the sides of the tube forming the web;
d. clamping the I beam structural shape thus formed between two clamps which correspond to its outer profile; and
e. passing a shear blade adjacent to the clamps cutting off lengths of the I beam.
Claims (1)
1. The process of cold forming structural steel shapes having transverse sections of closed curves forming ''''I'''' beams, comprising the steps of a. cold forming a steel strip by rolling the strip through rollers until its edges meet; b. continuously welding the edges of the strip to cold form a welded tube containing a single longitudinal weld; c. passing the round welded steel tube with its longitudinal weld on one side through successive forming rollers to progressively deform the tube by forcing its side portions together forming a web of parallel touching thicknesses of the wall of said tube while flattening its top and bottom surfaces to form triangular flanges above and below said web, the single longitudinal weld being disposed substantially in the center of one of the sides of the tube forming the web; d. clamping the ''''I'''' beam structural shape thus formed between two clamps which correspond to its outer profile; and e. passing a shear blade adjacent to the clamps cutting off lengths of the ''''I'''' beam.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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US8960370A | 1970-11-16 | 1970-11-16 |
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US3698224A true US3698224A (en) | 1972-10-17 |
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US89603A Expired - Lifetime US3698224A (en) | 1970-11-16 | 1970-11-16 | Process for the production of steel structural shapes |
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Cited By (36)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3860781A (en) * | 1972-06-06 | 1975-01-14 | Voest Ag | Method of and apparatus for continuously producing welded light construction beam sections, in particular I- or T-beams |
US4299348A (en) * | 1977-08-26 | 1981-11-10 | Mansei Kogyo Kabushiki Kaisha | Method of making a game racket |
EP0092078A2 (en) * | 1982-04-16 | 1983-10-26 | Gebhardt, Manfred | Arrangement for clamping the edges of glass panes, in particular at the construction of greenhouses |
DE3428864A1 (en) * | 1984-08-04 | 1986-02-13 | Audi AG, 8070 Ingolstadt | Method for the production of a member for the construction of motor vehicles |
FR2616826A1 (en) * | 1987-06-16 | 1988-12-23 | Systeme Aluminium 3 Dimensions | Frame elements for making metal structures |
US5163225A (en) * | 1988-07-25 | 1992-11-17 | Tube Technology Pty Ltd. | Process for forming a structural member utilizing high frequency electrical induction or resistance welding |
EP0528973A1 (en) * | 1990-05-03 | 1993-03-03 | Ram Navon | Structural beam. |
US5403986A (en) * | 1990-09-28 | 1995-04-04 | Tube Technology Pty. Ltd. | Structural member and method of making by cold rolling followed by induction or resistance welding |
US5454504A (en) * | 1990-03-26 | 1995-10-03 | Shape Corporation | Apparatus for roll-forming end bumper for vehicles |
US5501053A (en) * | 1990-09-28 | 1996-03-26 | Tube Technology Pty., Ltd. | Interengageable structural members |
US5553437A (en) * | 1990-05-03 | 1996-09-10 | Navon; Ram | Structural beam |
US5577796A (en) * | 1991-09-06 | 1996-11-26 | Norsk Hydro A.S. | Structural beam and method of manufacture thereof |
US6131362A (en) * | 1998-02-04 | 2000-10-17 | Buecker Machine & Iron Works, Inc. | Sheet metal beam |
US6286868B1 (en) | 1997-04-16 | 2001-09-11 | Freightliner Llc | Truck rail frame |
US6352297B1 (en) * | 1999-12-14 | 2002-03-05 | Accra Teknik Ab | Bumper bar and method for manufacturing the same |
US6398260B1 (en) | 1997-11-10 | 2002-06-04 | Dana Corporation | Side rail for a vehicle frame assembly |
US20020108345A1 (en) * | 1999-11-12 | 2002-08-15 | Walker Steven H. | Metal structural member |
US20040045476A1 (en) * | 2002-09-10 | 2004-03-11 | Bianchi Tamo P. | Railcar nailable floor |
US6705143B2 (en) * | 2001-07-31 | 2004-03-16 | Lausan Chung-Hsin Liu | Method of manufacturing loading plane border frame tubes for chairs |
US6726258B1 (en) | 1999-12-14 | 2004-04-27 | Accra Teknik Ab | Bumper bar |
US20050108979A1 (en) * | 2003-11-26 | 2005-05-26 | Yttrup Peter J. | Pole reinforcing structures |
US20050217098A1 (en) * | 2004-03-31 | 2005-10-06 | Alexander Egidi | Device and process for producing rolled sections |
US20060150571A1 (en) * | 2005-01-11 | 2006-07-13 | Zahner L W Iii | I-beam with curved flanges |
US20080028720A1 (en) * | 2003-06-23 | 2008-02-07 | Smorgon Steel Litesteel Products Pty Ltd | An Improved Beam |
US20080134611A1 (en) * | 2005-11-21 | 2008-06-12 | Usg Interiors, Inc. | Grid tee for suspension ceiling |
US20080196332A1 (en) * | 2007-02-15 | 2008-08-21 | Surowiecki Matt F | Sheet metal header beam |
US7441751B1 (en) | 2003-10-06 | 2008-10-28 | Gibbs Edward L | Cable fence system |
US7475868B1 (en) | 2002-04-05 | 2009-01-13 | Gibbs Edward L | Cable fence system |
US7651073B1 (en) | 2002-04-05 | 2010-01-26 | Gibbs Edward L | Fence post |
US20110078968A1 (en) * | 2005-08-05 | 2011-04-07 | James Ferrell | Single Strip - Double Web Ceiling Grid Member |
US20120328898A1 (en) * | 2009-07-22 | 2012-12-27 | Best Joist Inc. | Roll formed steel beam |
US20130174512A1 (en) * | 2012-01-09 | 2013-07-11 | Nucor Corporation | Welded Hot-Rolled High-Strength Steel Structural Members and Methods |
WO2014096741A1 (en) * | 2012-12-21 | 2014-06-26 | Airbus Operations (Sas) | Stiffener for an aircraft fuselage, method for manufacturing same, and aircraft fuselage equipped with such a stiffener |
US10858820B2 (en) | 2017-05-01 | 2020-12-08 | Ram Navon | Reinforced beam system |
DE102019211652A1 (en) * | 2019-08-02 | 2021-02-04 | Edag Engineering Gmbh | ROLLING PROFILE, ROLLING PROFILE SYSTEM AND BEAM |
EP3816361A1 (en) * | 2019-10-29 | 2021-05-05 | VDL Mast Solutions | Method for manufacturing a tubular brace member and lattice tower comprising the same |
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Cited By (58)
Publication number | Priority date | Publication date | Assignee | Title |
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US3860781A (en) * | 1972-06-06 | 1975-01-14 | Voest Ag | Method of and apparatus for continuously producing welded light construction beam sections, in particular I- or T-beams |
US4299348A (en) * | 1977-08-26 | 1981-11-10 | Mansei Kogyo Kabushiki Kaisha | Method of making a game racket |
EP0092078A2 (en) * | 1982-04-16 | 1983-10-26 | Gebhardt, Manfred | Arrangement for clamping the edges of glass panes, in particular at the construction of greenhouses |
EP0092078A3 (en) * | 1982-04-16 | 1984-06-13 | Gebhardt, Manfred | Arrangement for clamping the edges of glass panes, in particular at the construction of greenhouses |
DE3428864A1 (en) * | 1984-08-04 | 1986-02-13 | Audi AG, 8070 Ingolstadt | Method for the production of a member for the construction of motor vehicles |
FR2616826A1 (en) * | 1987-06-16 | 1988-12-23 | Systeme Aluminium 3 Dimensions | Frame elements for making metal structures |
US5163225A (en) * | 1988-07-25 | 1992-11-17 | Tube Technology Pty Ltd. | Process for forming a structural member utilizing high frequency electrical induction or resistance welding |
US5454504A (en) * | 1990-03-26 | 1995-10-03 | Shape Corporation | Apparatus for roll-forming end bumper for vehicles |
US5813594A (en) * | 1990-03-26 | 1998-09-29 | Shape Corporation | Apparatus for forming an end bumper for vehicles |
US5566874A (en) * | 1990-03-26 | 1996-10-22 | Shape Corporation | Apparatus for forming an end bumper for vehicles |
EP0528973A4 (en) * | 1990-05-03 | 1993-03-31 | Ram Navon | Structural beam |
EP0649949A1 (en) * | 1990-05-03 | 1995-04-26 | Ram Navon | Structural beam |
US5553437A (en) * | 1990-05-03 | 1996-09-10 | Navon; Ram | Structural beam |
EP0528973A1 (en) * | 1990-05-03 | 1993-03-03 | Ram Navon | Structural beam. |
US5501053A (en) * | 1990-09-28 | 1996-03-26 | Tube Technology Pty., Ltd. | Interengageable structural members |
US5403986A (en) * | 1990-09-28 | 1995-04-04 | Tube Technology Pty. Ltd. | Structural member and method of making by cold rolling followed by induction or resistance welding |
US5577796A (en) * | 1991-09-06 | 1996-11-26 | Norsk Hydro A.S. | Structural beam and method of manufacture thereof |
US6286868B1 (en) | 1997-04-16 | 2001-09-11 | Freightliner Llc | Truck rail frame |
US6398260B1 (en) | 1997-11-10 | 2002-06-04 | Dana Corporation | Side rail for a vehicle frame assembly |
US6131362A (en) * | 1998-02-04 | 2000-10-17 | Buecker Machine & Iron Works, Inc. | Sheet metal beam |
US20020108345A1 (en) * | 1999-11-12 | 2002-08-15 | Walker Steven H. | Metal structural member |
US6352297B1 (en) * | 1999-12-14 | 2002-03-05 | Accra Teknik Ab | Bumper bar and method for manufacturing the same |
US6684505B2 (en) | 1999-12-14 | 2004-02-03 | Accra Teknik Ab | Method for manufacturing a bumper bar |
US6726258B1 (en) | 1999-12-14 | 2004-04-27 | Accra Teknik Ab | Bumper bar |
US6705143B2 (en) * | 2001-07-31 | 2004-03-16 | Lausan Chung-Hsin Liu | Method of manufacturing loading plane border frame tubes for chairs |
US7475868B1 (en) | 2002-04-05 | 2009-01-13 | Gibbs Edward L | Cable fence system |
US7651073B1 (en) | 2002-04-05 | 2010-01-26 | Gibbs Edward L | Fence post |
US20040045476A1 (en) * | 2002-09-10 | 2004-03-11 | Bianchi Tamo P. | Railcar nailable floor |
US6973881B2 (en) | 2002-09-10 | 2005-12-13 | Bianchi Tamo P | Railcar nailable floor |
US8181423B2 (en) | 2003-06-23 | 2012-05-22 | Smorgon Steel Litesteel Products Pty Ltd. | Beam |
US20080028720A1 (en) * | 2003-06-23 | 2008-02-07 | Smorgon Steel Litesteel Products Pty Ltd | An Improved Beam |
US20110162320A1 (en) * | 2003-06-23 | 2011-07-07 | Smorgon Steel Litesteel Products Pty Ltd | Beam |
US20100005758A1 (en) * | 2003-06-23 | 2010-01-14 | Smorgon Steel Litesteel Products Pty Ltd | Beam |
US7441751B1 (en) | 2003-10-06 | 2008-10-28 | Gibbs Edward L | Cable fence system |
US20050108979A1 (en) * | 2003-11-26 | 2005-05-26 | Yttrup Peter J. | Pole reinforcing structures |
US20050217098A1 (en) * | 2004-03-31 | 2005-10-06 | Alexander Egidi | Device and process for producing rolled sections |
US7434366B2 (en) | 2005-01-11 | 2008-10-14 | A. Zahner Company | I-beam with curved flanges |
US20080196356A1 (en) * | 2005-01-11 | 2008-08-21 | A. Zahner Company | I-beam with curved flanges |
US20060150571A1 (en) * | 2005-01-11 | 2006-07-13 | Zahner L W Iii | I-beam with curved flanges |
US7784243B2 (en) | 2005-01-11 | 2010-08-31 | A. Zahner Company | I-beam with curved flanges |
US20110078968A1 (en) * | 2005-08-05 | 2011-04-07 | James Ferrell | Single Strip - Double Web Ceiling Grid Member |
US8266860B2 (en) | 2005-11-21 | 2012-09-18 | Usg Interiors, Llc | Grid tee for suspension ceiling |
US7832168B2 (en) * | 2005-11-21 | 2010-11-16 | Usg Interiors, Inc. | Grid tee for suspension ceiling |
US20080134611A1 (en) * | 2005-11-21 | 2008-06-12 | Usg Interiors, Inc. | Grid tee for suspension ceiling |
US20090158684A1 (en) * | 2005-11-21 | 2009-06-25 | Usg Interiors, Inc. | Grid tee for suspension ceiling |
US7891155B2 (en) * | 2007-02-15 | 2011-02-22 | Surowiecki Matt F | Sheet metal header beam |
US20080196332A1 (en) * | 2007-02-15 | 2008-08-21 | Surowiecki Matt F | Sheet metal header beam |
US9975577B2 (en) * | 2009-07-22 | 2018-05-22 | Ispan Systems Lp | Roll formed steel beam |
US20120328898A1 (en) * | 2009-07-22 | 2012-12-27 | Best Joist Inc. | Roll formed steel beam |
US20130174512A1 (en) * | 2012-01-09 | 2013-07-11 | Nucor Corporation | Welded Hot-Rolled High-Strength Steel Structural Members and Methods |
US9004342B2 (en) | 2012-01-09 | 2015-04-14 | Consolidated Metal Products, Inc. | Welded hot-rolled high-strength steel structural members and methods |
US9027309B2 (en) * | 2012-01-09 | 2015-05-12 | Consolidated Metal Products, Inc. | Welded hot-rolled high-strength steel structural members and methods |
WO2014096741A1 (en) * | 2012-12-21 | 2014-06-26 | Airbus Operations (Sas) | Stiffener for an aircraft fuselage, method for manufacturing same, and aircraft fuselage equipped with such a stiffener |
CN105073577A (en) * | 2012-12-21 | 2015-11-18 | 空中客车运营简化股份公司 | Stiffener for an aircraft fuselage, method for manufacturing same, and aircraft fuselage equipped with such a stiffener |
US9708050B2 (en) | 2012-12-21 | 2017-07-18 | Airbus Operations Sas | Stiffener for an aircraft fuselage, method for manufacturing same, and aircraft fuselage equipped with such a stiffener |
US10858820B2 (en) | 2017-05-01 | 2020-12-08 | Ram Navon | Reinforced beam system |
DE102019211652A1 (en) * | 2019-08-02 | 2021-02-04 | Edag Engineering Gmbh | ROLLING PROFILE, ROLLING PROFILE SYSTEM AND BEAM |
EP3816361A1 (en) * | 2019-10-29 | 2021-05-05 | VDL Mast Solutions | Method for manufacturing a tubular brace member and lattice tower comprising the same |
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