US20150375282A1 - Method of manufacturing a beam - Google Patents

Method of manufacturing a beam Download PDF

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Publication number
US20150375282A1
US20150375282A1 US14/766,468 US201414766468A US2015375282A1 US 20150375282 A1 US20150375282 A1 US 20150375282A1 US 201414766468 A US201414766468 A US 201414766468A US 2015375282 A1 US2015375282 A1 US 2015375282A1
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Prior art keywords
flange
rolling
web
rolled
profiled
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Abandoned
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US14/766,468
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English (en)
Inventor
Nicholas CHAMPION
Michael Steeper
Thomas Taggart
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Primetals Technologies Ltd
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Primetals Technologies Ltd
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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21B—ROLLING OF METAL
    • B21B1/00—Metal-rolling methods or mills for making semi-finished products of solid or profiled cross-section; Sequence of operations in milling trains; Layout of rolling-mill plant, e.g. grouping of stands; Succession of passes or of sectional pass alternations
    • B21B1/08—Metal-rolling methods or mills for making semi-finished products of solid or profiled cross-section; Sequence of operations in milling trains; Layout of rolling-mill plant, e.g. grouping of stands; Succession of passes or of sectional pass alternations for rolling structural sections, i.e. work of special cross-section, e.g. angle steel
    • B21B1/088—H- or I-sections
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21B—ROLLING OF METAL
    • B21B1/00—Metal-rolling methods or mills for making semi-finished products of solid or profiled cross-section; Sequence of operations in milling trains; Layout of rolling-mill plant, e.g. grouping of stands; Succession of passes or of sectional pass alternations
    • B21B1/08—Metal-rolling methods or mills for making semi-finished products of solid or profiled cross-section; Sequence of operations in milling trains; Layout of rolling-mill plant, e.g. grouping of stands; Succession of passes or of sectional pass alternations for rolling structural sections, i.e. work of special cross-section, e.g. angle steel
    • B21B1/092—T-sections
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21B—ROLLING OF METAL
    • B21B1/00—Metal-rolling methods or mills for making semi-finished products of solid or profiled cross-section; Sequence of operations in milling trains; Layout of rolling-mill plant, e.g. grouping of stands; Succession of passes or of sectional pass alternations
    • B21B1/08—Metal-rolling methods or mills for making semi-finished products of solid or profiled cross-section; Sequence of operations in milling trains; Layout of rolling-mill plant, e.g. grouping of stands; Succession of passes or of sectional pass alternations for rolling structural sections, i.e. work of special cross-section, e.g. angle steel
    • 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
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21B—ROLLING OF METAL
    • B21B1/00—Metal-rolling methods or mills for making semi-finished products of solid or profiled cross-section; Sequence of operations in milling trains; Layout of rolling-mill plant, e.g. grouping of stands; Succession of passes or of sectional pass alternations
    • B21B1/38—Metal-rolling methods or mills for making semi-finished products of solid or profiled cross-section; Sequence of operations in milling trains; Layout of rolling-mill plant, e.g. grouping of stands; Succession of passes or of sectional pass alternations for rolling sheets of limited length, e.g. folded sheets, superimposed sheets, pack rolling
    • B21B2001/383—Cladded or coated products
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21B—ROLLING OF METAL
    • B21B15/00—Arrangements for performing additional metal-working operations specially combined with or arranged in, or specially adapted for use in connection with, metal-rolling mills
    • B21B15/0007—Cutting or shearing the product
    • B21B2015/0021—Cutting or shearing the product in the rolling direction
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21B—ROLLING OF METAL
    • B21B2205/00—Particular shaped rolled products
    • B21B2205/02—Tailored blanks
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21B—ROLLING OF METAL
    • B21B2261/00—Product parameters
    • B21B2261/02—Transverse dimensions
    • B21B2261/04—Thickness, gauge
    • B21B2261/043—Blanks with variable thickness in the rolling direction
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21B—ROLLING OF METAL
    • B21B2261/00—Product parameters
    • B21B2261/02—Transverse dimensions
    • B21B2261/10—Cross-sectional area
    • 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
    • E04C2003/0413—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 being built up from several parts
    • 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
    • E04C2003/0443—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

Definitions

  • This invention relates to a method of manufacturing a beam, in particular for structural metal beams.
  • Universal beams also known as I-beams or H-beams are regularly used in building structures. However, the type of beam that is commonly used is not as efficient or optimised as it could be.
  • the beams are of constant cross section along their length.
  • the size of cross section is selected from a list of catalogue sizes and chosen based on the maximum bending moments and shear forces expected in use. There may be additional criteria such as buckling limits and allowances for holes.
  • the size of the cross section is therefore based on the worst case condition along the length of the beam.
  • these sizing criteria do not apply to all points along the length of the beam, so at points along the beam the beam is over specified; it has excess material and excess weight that is not required.
  • WO2012032301 describes apparatus and methods for rolling beams with variable depth, variable flange thickness, variable flange width etc.
  • EP0756905 describes a related technology whose main purpose is to achieve consistent overall beam depth for different flange thicknesses.
  • JP2000343102 describes another method of producing beams with variable web depth and flange thickness.
  • an alternative manufacturing method is to fabricate the beam, that is to construct the beam by welding or joining plates or sections together.
  • the construction of fabricated beams is well known, for example as described in U.S. Pat. No. 1,843,318, where arched beams are provided, or truss beams as illustrated in U.S. Pat. No. 620,561 where the depth is modified by cutting material from the web and then joining the cut edges together.
  • a characteristic of these beams is that the thickness of the material in the web and the flange is constant along the length of the beam. The only thing which changes along the length of the beam is its depth.
  • Another well known type of fabricated beam is the castellated or cellular beam although in general this construction is used to increase the beam depth relative to its parent section along the full length of the beam and not specifically to vary the section along the length of the beam.
  • a significant disadvantage of these prior art fabricated beam designs is that because the web thickness and flange thickness are constant along the length of the beam the change in section can only be achieved by modifying the web depth or the flange width. Whilst changing the web depth or flange width is acceptable for some applications, in building applications it is preferable to have beams of constant depth and constant flange width to make the fitting of floor slabs, ceiling parts and walls simple.
  • FIG. 5 of JP2000343102 a beam which changes section part of the way along its length is illustrated.
  • This beam consists of two separate I-beams with different flange thicknesses, but with the same web depth welded together. It is clear that by welding several different I-beam sections together it would be possible to produce beams in which the cross section varies along the length, but this has several disadvantages. Firstly in order to approximate the varying load requirements along the length of the beam reasonably accurately a large number of different sections would be required and welding all of these sections together whilst maintaining the straightness of the beam would be difficult. Secondly the welds in the flanges of the beam would potentially weaken the beam.
  • Another method of producing a beam with the ideal variation in cross section along its length is to machine the beam out of either a solid bar or out of a beam which starts with a constant cross section along its length, equal to, or greater than the maximum cross section required.
  • a related method is to fabricate the beam from plates or sections which have been machined to give variations in thickness along their length.
  • these methods of manufacture are extremely wasteful of material and expensive and are typically only used for beams in things like aircraft. They are not practical or cost effective solutions for beams in building construction.
  • LP longitudinally profiled
  • the rolling of LP plates in which the thickness of the plate varies along the length of the plate is well known and such plates are commonly used in shipbuilding and bridge building.
  • Large I-beams have been fabricated using longitudinally profiled plates as described by Schroter in “Heavy steel plates for efficient constructional steelwork” and Richter and Schmackpfeffer in “Longitudinally profiled plates cut costs”.
  • the application of LP plates in the fabrication of I-beams has so far been limited to very large structures such as bridges, power stations and very tall buildings. I-beams for general constructional use in buildings still mostly use constant cross-sections.
  • One of the reasons for this is that the production of LP plates in which the thickness varies smoothly over the relatively short length of a standard building I-beam has not been practical.
  • U.S. Pat. No. 3,335,596 describes manufacturing an H section beam, then applying projections to the surface of its flanges by a rolling pass in a finishing mill using rollers having grooves or notches.
  • a method of manufacturing a beam comprises rolling, in a longitudinally profiled rolling process, two flange pieces, such that one surface of each rolled flange piece is profiled according to a predetermined thickness profile; and joining the rolled flange pieces together via the profiled surfaces.
  • the method further comprises rolling the flange pieces such that another surface of each rolled flange piece is substantially flat.
  • the rolling process imparts a profile to one face of the flange piece, whilst keeping the opposite surface flat, so that the beam has the required strength at various points along its length without extra material and weight being used unnecessarily, as well as having the convenience for the end user of a flat surface.
  • the method further comprises rolling the two flange pieces together and back to back.
  • the rolled flange pieces comprise T shaped flange pieces.
  • the flange surfaces of the manufactured beam remote from the web are substantially flat and parallel.
  • a method of manufacturing a beam comprises rolling, in a longitudinally profiled rolling process, a flange piece, such that a plurality of surfaces of the rolled flange piece are profiled according to a predetermined thickness profile; wherein the longitudinally profiled rolling process comprises rolling Y-shaped sections; and finishing the Y-shaped sections to form T-shaped sections; and wherein the method further comprises joining two of the rolled flange pieces together via a profiled surface of each flange piece.
  • the method further comprises providing a corresponding rolled web piece and joining the rolled flange pieces via the rolled web piece.
  • a profiled surface of each flange piece is joined to a correspondingly profiled surface of the web piece to join the two flange pieces together.
  • the method further comprises manipulating one or more rolls during the rolling operation in order to vary individual beam dimensions along the beam length.
  • the method further comprises casting raw material with at least part of the required thickness variation already present in the cast material and rolling the cast material.
  • the present invention provides a fabricated beam which is constructed from one or more LP plates with one flat side and one profiled side or from one or more T-sections in which the thickness of the flange part varies along the length of the beam, so that those parts at which higher forces are applied have additional material for strength and areas of relatively low loading have a reduced cross sectional area. It also provides for an apparatus to produce T-sections with varying thickness along their length.
  • the invention is able to produce a beam with constant or almost constant depth and flange width, but with varying flange and web thickness along its length to satisfy the requirement of the building industry for beams of constant depth and constant flange width to make the fitting of floor slabs, ceiling parts and walls simple.
  • FIGS. 1 a and 1 b respectively illustrate a side view ( 1 a ) and a cross section ( 1 b ) of a typical rolled universal beam;
  • FIG. 2 schematically illustrates a roll gap view of a conventional universal beam mill
  • FIGS. 3 a to 3 c respectively illustrate an exploded side view of a beam ( 3 a ), a cross-section of an assembled beam ( 3 b ) and a side view of the assembled beam ( 3 c ) of a first example of a fabricated beam using LP profiled plate for the flanges;
  • FIGS. 4 a to 4 e respectively illustrate prior art of a top view of a web of varying thickness for a beam ( 4 a ), a side view of the web ( 4 b ), an end view of the web ( 4 c ), an end view of a beam comprised of a web with flanges ( 4 d ) and a side view of the beam comprised of a web and flanges ( 4 e ) of a second example of a fabricated beam using an LP profiled plate for the web;
  • FIGS. 5 a to 5 g respectively illustrate a top view of a web ( 5 a ), an end view of the web ( 5 b ) and a side view of the web and of one flange ( 5 c ) and an end view thereof ( 5 d ), a cross sectional view ( 5 e ), and a side view ( 5 f ) of a web and two flanges assembled into a fabricated beam and a method of rolling the flanges of the beam using LP profiled plate with one flat side according to the present invention ( 5 g );
  • FIGS. 6 a to 6 d respectively illustrate the rolling of a T-section part with a variable flange thickness ( 6 a ), side view of the T-section part ( 6 b ) and side views ( 6 c ) and ( 6 d ) of two variations of a beam assembled, and construction of a fabricated beam according to the present invention
  • FIG. 7 schematically illustrates an alternative method of rolling the T-section parts according to the present invention.
  • FIG. 8 a illustrates a roll gap view of an alternative mill configuration for rolling T-section parts according to the present invention
  • FIGS. 8 b and 8 c illustrate a side and a top view of an assembled T-shaped part formed from a Y-shaped part initially formed as in FIG. 8 a.
  • the beam 1 has an elongate web 2 and transverse flanges 3 at each elongate edge at the top and bottom of the web.
  • the thickness 4 of the flanges along their entire lengths, the depth 5 b of the web 2 , i.e. its height between its flanges 3 in FIGS. 1 a and 1 b and the depth 5 of the beam, i.e. the height of the beam including its thickness of its flanges 3 is constant along the length of the beam. Since the cross section is constant and must meet the maximum load requirements along the length of the beam, then at those points along the length at which the maximum loading is not experienced there is more material than is actually required.
  • FIG. 2 illustrates the final rolling step in a conventional universal beam mill in which rolls 101 , 103 roll the flanges by exerting a roll force 105 , 106 , whilst rolls 102 , 104 roll the web by exerting a roll force 107 , 108 .
  • universal beam mills usually roll the I-beam on its side, as an H-beam, but the principle is the same as that illustrated in FIG. 2 .
  • the present invention provides a beam and methods of manufacturing a beam which enable the profile to be tailored to the loading requirements at each point along the beam, rather than using the maximum load requirement throughout.
  • a mass reduction of the beam is possible. This is achieved by continuously determining the most efficient cross section possible whilst satisfying all standards, codes and regulations throughout the length of the beam.
  • FIGS. 3 a , 3 b and 3 c illustrates a fabricated beam constructed from LP (longitudinally profiled) plates for the flanges.
  • the thickness variation along the length of the plates of the flanges and of the web includes multiple points of inflection as described in GB 1213011.8.
  • the maximum loads in the beam are not at the ends of the beam, but in the center and the minimum loads are not at the ends, but part way along the beam.
  • Profiles such as those illustrated in FIGS. 3 a to 3 coptimizes optimize the beam cross section for this variation in the loads along the length.
  • FIG. 3 a shows a side view of two LP plates for flanges 31 , 32 and a plate for the web 33 .
  • the web is constant thickness, but it could also be manufactured from LP plate as well.
  • the web of the beam has been cut into a shape 36 having a depth to match the heights in FIG. 3 a of the thickness profiles of the flanges, although if the variation in flange thickness is not very large, then this may not be necessary and a web piece with straight edges may be welded directly to the LP profiled flanges 31 , 32 .
  • Welds 34 , 35 in FIG. 3 c which join the flanges 31 , 32 and the web together are situated directly at the interfaces or corners between the web 33 and each flange 31 , 32 and are thus in a highly stressed area of the beam.
  • Top and bottom faces of the beam 37 , 38 are not completely flat because LP rolled plates vary in thickness relative to their centreline.
  • LP plates which are rolled as simple tapers as illustrated in Schroter and in Richter and Schmackpfeffer it is possible to achieve flat top and bottom faces, but with more complex curved profiles it is not possible to get flat top and bottom faces unless the LP plates are specially straightened after rolling specifically to achieve one flat side.
  • some variation in the overall depth (heights in FIG. 3 c ) of the beam can be tolerated in building construction and so the LP plates would not always need to be straightened.
  • beams with large variations in flange thickness along their length would need to be straightened in order to remain with the required tolerances for the overall beam depth.
  • FIGS. 4 a to 4 e illustrate views of components of and an assembled alternative fabricated beam construction according to the known prior art.
  • the beam is constructed from two constant thickness flanges 18 , 19 which are welded to a variable thickness LP rolled web 23 .
  • the web 23 varies in thickness between its thinnest part 22 and thickest part 21 .
  • welds 12 , 13 join the web 23 to the flanges 18 and 19 , respectively.
  • This construction has the advantage over the construction in FIG. 3 that the beam has constant overall depth (height in FIG. 4 ) without any straightening of the LP rolled plate.
  • FIGS. 5 a to 5 g illustrate a beam and a method of rolling the flanges of a beam according to one aspect of the present invention.
  • each flange 6 , 7 is produced with one flat surface 10 as in FIG. 5 f and one profiled surface 8 , 11 as in FIGS. 5 a and 5 c .
  • Use of a longitudinally profiled rolling process results in the thickness of a plate being rolled varying along the length of the plate, wherein the plate being rolled forms the two flanges of the beam.
  • One profiled surface of each flange has a profile which varies in thickness along its length.
  • this is achieved by rolling using rolls 201 , 202 , to profile the two flanges 6 , 7 as in FIG. 5 a back to back as a pack with a separator layer or compound 51 between them as illustrated in FIG. 5 a and FIG. 5 b .
  • the use of separator compounds is well known in clad plate rolling for example. Referring to FIG. 5 g , after their rolling, the two flanges 6 , 7 are separated from each other. The flanges required for beams are usually much narrower than the width which a plate mill can roll. Therefore, for the most efficient production the rolled pack has a width which is a multiple of the required flange width.
  • the plates 6 , 7 are cut to required flange widths as illustrated by the dashed lines 52 .
  • the flanges produced in this way have one side 8 , which is profiled and one side 10 which is substantially flat.
  • these flanges 6 , 7 are fabricated into a beam as illustrated as in FIGS. 5 c , 5 e and 5 f by welding along the weld lines 12 , 13 ( FIGS. 5 c and 5 f ) to a correspondingly profiled web 9 of length 16 which has its deepest point 14 where the flange is thinnest, the overall beam depth is substantially constant along the length of the beam, whilst the flange thickness 15 varies along the length. This is an improvement over the example of FIG. 3 , although it still suffers from having the welds 12 , 13 in a highly stressed location.
  • FIGS. 6 a to 6 d illustrate the final stage of rolling of a T-shaped (T-section) part 61 according to a second embodiment of the present invention.
  • the upper roll 60 has a groove 54 which accommodates the stem 62 of the T.
  • the lower roll 52 does not have a groove.
  • the thickness of the flange part 63 of the T section may be varied along the length of the T section as illustrated in FIG. 6 b . Due to the restraining effect of the stem 62 , careful guiding of the T-section 61 is required during rolling in order to keep it straight. When the thickness of the flange part is changed, this naturally tends to modify the height of the stem of the T as well.
  • One option for the manufacture of the beam is to cut the web part to fit the variation in the height of the stem of the T. But, a simpler option is to cut the stem 62 of the T at a constant height as illustrated by the dashed line 53 in FIG. 6 b .
  • the beam constructed from two T-section parts 55 , 56 with varying flange thicknesses and a web part 57 has two welds 58 , 59 . These welds are located away from the corner between the flange and the web and are thus less highly stressed than the welds in the beams in the examples of FIGS. 3 and 4 .
  • FIG. 7 illustrates an alternative method of rolling the T-section parts in which both upper roller 61 and lower roller 62 have grooves and two T-sections 67 , 68 are rolled back to back with a separator compound or layer 66 between them.
  • the use of separator compounds is well known in clad plate rolling for example. This method has the advantage that it is easier to achieve straight T-sections because the top and bottom bending forces during rolling balance each other out.
  • FIGS. 8 a to 8 c illustrate an alternative method of rolling the T-section parts for a beam according to the invention.
  • the mill has three rolls 71 , 72 , 73 which can be moved closer to each other or further away from each other in order to vary the thickness of both the flange and the stem parts of the T-section.
  • the step which is illustrated in FIG. 8 a is the intermediate rolling stage in which a Y-shape 79 is rolled.
  • the Y-shape is passed through a finishing stand similar to that in FIG. 6 a in order to convert the Y-shape into a T-shape (T-section).
  • the advantage of carrying out the intermediate rolling in a Y-shape is that it is easier to achieve large thickness changes in the flange whilst keeping the material straight. In general, it is easier to achieve large thickness changes in the flange whilst keeping the material straight if the same ratio of thickness change is applied to the stem part. This is simple to achieve by adjusting the three rolls together. Consequently the mill illustrated in FIG. 8 a is capable of producing a Y-section which can be converted into a T-section which has both a long stem part and large thickness changes. A fabricated beam such as that illustrated in FIG. 8 b can then be made by welding 77 the two T-sections 75 , 76 together.
  • the web of the beam also has thickness variations along its length as illustrated in FIG. 8 c . If a separate web component is required in order to achieve the required overall beam depth as illustrated in FIG. 6 c , then the web part can either be rolled with matching thickness variations or it can have constant thickness.
  • FIG. 8 c shows FIG. 8 b viewed from above and illustrates how the web thickness 78 and flange thickness both vary.
  • the sectional properties of a beam may be influenced by varying a number of geometrical parameters.
  • the parameters addressed according to the present invention are the flange thickness and the web thickness. This avoids complication of the design and construction process by maintaining the outer envelope dimensions of the beam, so that it can fit into any construction where a universal beam would have been used previously.
  • the T-sections with varying flange thickness may also be used to fabricate beams with variations in beam depth along their length.
  • All aforementioned embodiments of the invention can be produced using standard raw material geometry i.e. billets and plates as the feedstock.
  • the stages required and forces required by the invention can be reduced if variable cast materials are used at the start of the process. For example a T-section which has large variations in thickness along its length could be rolled from a cast product which already has some thickness variation along its length.
  • the examples of the present invention described above allow for implementation of a set of beam profiles tailored to particular applications, such as a specific office grid structure, which can be designed according to standard building codes and loading conditions. This means a final product can be manufactured as specified by the designer, rather than having to use standard products.
  • the beams can be tailored to a specific structure, or a specific position within that structure and a product specification for the beams can specify the working limits of the mill or workshop allowing more flexibility for the designer.
  • the invention has the benefit of maintaining parallel or almost parallel flange outer surfaces which are convenient for construction purposes, as well as reducing the total amount of metal used in the construction.
  • the invention has the additional benefit of moving the welds between the components away from the highly stressed areas of the beam.
  • use of a longitudinally profiled rolling process results in a web or flange having a profile which varies in thickness along its length.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Metal Rolling (AREA)
US14/766,468 2013-02-08 2014-01-10 Method of manufacturing a beam Abandoned US20150375282A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
GB1302281.9 2013-02-08
GB1302281.9A GB2510609B (en) 2013-02-08 2013-02-08 Method of manufacturing a beam
PCT/EP2014/050365 WO2014121972A1 (fr) 2013-02-08 2014-01-10 Procédé de fabrication d'une poutre

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JP2019138143A (ja) * 2016-02-19 2019-08-22 Ｓｄｒテクノロジー株式会社 柱梁接合構造の製造方法及び柱梁接合構造

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CN108393351A (zh) * 2017-02-08 2018-08-14 鞍钢股份有限公司 一种复合lp钢板及其生产方法
PL234619B1 (pl) * 2018-04-09 2020-03-31 Lubelska Polt Narzędzia do rozdrabniania struktury

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US3335596A (en) * 1963-10-01 1967-08-15 Fuji Iron & Steel Co Ltd Methods and apparatus for manufacture of h-section steel having surface projections
DE1609905B1 (de) * 1965-07-29 1971-08-12 Agnieres Zehnle Geb Risacher D Warm- oder kaltgewalzter Stahltraeger
JPH04111901A (ja) * 1990-08-30 1992-04-13 Mitsubishi Heavy Ind Ltd テーパ押出形材部品の製造方法
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JP2019138143A (ja) * 2016-02-19 2019-08-22 Ｓｄｒテクノロジー株式会社 柱梁接合構造の製造方法及び柱梁接合構造

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WO2014121972A1 (fr) 2014-08-14
GB201302281D0 (en) 2013-03-27
KR20150115897A (ko) 2015-10-14
BR112015018749A2 (pt) 2017-07-18
GB2510609B (en) 2015-12-09
GB2510609A (en) 2014-08-13

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