Method of manufacturing a beam

Abstract

A method of manufacturing a beam comprises rolling, in a longitudinally profiled rolling process, two flange pieces (6,7), such that one surface (8) of each rolled flange piece is profiled according to a predetermined thickness profile; and joining (12,13) the rolled flange pieces together via a web of the beam or by profiled surfaces of the flanges.

Description

CROSS-REFERENCE TO RELATED APPLICATIONS[0001]The present application is a 35 U.S.C. §§371 national phase conversion of PCT / EP2014 / 050365, filed Jan. 10, 2014, which claims priority of Great Britain Patent Application No. 1302281.9, filed Feb. 8, 2013, the contents of which are incorporated by reference herein. The PCT International Application was published in the English language.TECHNICAL FIELD[0002]This invention relates to a method of manufacturing a beam, in particular for structural metal beams.TECHNICAL BACKGROUND[0003]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. Typically, 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 limi...

AI Technical Summary

Benefits of technology

The present invention provides a fabricated beam that has a profile on one side, while keeping the other surface flat. This design satisfies the strength requirements for various points along the beam's length without using extra material or weight. The T-section beam has a varying thickness along its length, with more material in areas where higher forces are applied and less material in areas where lower forces are applied. The invention also includes an apparatus to produce these T-sections. Overall, this invention enables the production of beams that meet industry requirements for constant depth and width, but with varying thickness to simplify construction procedures.

Problems solved by technology

However, the type of beam that is commonly used is not as efficient or optimised as it could be.

However, in practice 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.

One reason why the majority of universal beams have a constant cross section along their length is that most of these beams are rolled in universal beam rolling mills and the standard technology in this type of mill does not allow the beam cross section to be varied along the length of the beam.

The main problem is that the material flow patterns involved in rolling a one piece beam with variable cross section along its length are very complex and it is difficult to achieve the correct material properties and to avoid undesirable curvature of the beam.

Another issue is that new equipment is required.

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.

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.

However, 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.

However, 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.

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.

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