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GB2102465A - Rolled metal beam - Google Patents

Rolled metal beam Download PDF

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Publication number
GB2102465A
GB2102465A GB08122986A GB8122986A GB2102465A GB 2102465 A GB2102465 A GB 2102465A GB 08122986 A GB08122986 A GB 08122986A GB 8122986 A GB8122986 A GB 8122986A GB 2102465 A GB2102465 A GB 2102465A
Authority
GB
United Kingdom
Prior art keywords
strip
flange
central web
steel
edge
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
GB08122986A
Inventor
Andrew Peter Jerrard-Dunne
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JERRARD DUNNE ANDREW PETER
Original Assignee
JERRARD DUNNE ANDREW PETER
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by JERRARD DUNNE ANDREW PETER filed Critical JERRARD DUNNE ANDREW PETER
Priority to GB08122986A priority Critical patent/GB2102465A/en
Publication of GB2102465A publication Critical patent/GB2102465A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07Joists; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; 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
    • E04C2003/0421Joists; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; 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
    • E04C2003/0434Joists; 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 open cross-section free of enclosed cavities
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; 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
    • E04C2003/0452H- or I-shaped

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

An I- or H-section beam rolled from a strip of metal, e.g. steel, has a central web (36) of a single thickness of the strip and two flanges (32 and 34) each formed by folding the strip away from the central web 36 and folding the strip again through 180 DEG to form one edge (40, 42) of the flange, the strip then extending continuously to the opposite edge (38, 44). The strip may be folded over for a short distance at the lower edge to strengthen the edge and make it smooth. <IMAGE>

Description

SPECIFICATION Beam This invention relates to beams.
More particularly the invention relates to beams of I-section or H-section. Such beams are used extensively in building.
It is known to manufacture such beams by rolling a strip of steel or other suitable metal so that the strip is folded as shown in cross-section in Figure 1 of the accompanying drawings. In this known beam, having two flanges 10 and 12 joined by a central web 14, the beam is symmetrical about the central web, the strip being folded over itself at two opposite edges 1 6 of the flange 10 and then extending in double thickness along the central web 14 and dividing to extend in single thicknesses to the opposite edges 18 of the other flange 12.
This invention consists in a beam rolled from a strip of steel or other suitable metal to form an Isection or H-section having two flanges connected by a central web, in which the central web is of a single thickness and each flange is formed by folding the strip away from the central web and folding the strip through 1 800 to form one edge of the flange, the strip then extending continuously to the opposite edge of the flange.
One embodiment of the invention is illustrated in Figure 2 of the accompanying drawings.
As shown in Figure 2, the beam 22, which is rolled from steel strip, has parallel upper and lower flanges 32 and 34 joined by a web 36 perpendicular to the flanges. The strip extends in a single thickness from one edge 38 of the upper flange 32 and is folded over at the opposite edge 40 of the flange, so that the part of the flange 40 on that side of the web 22 is of double thickness.
The strip then continues through 900 to form the central web 22, which is of single thickness. The lower flange 34 is similar to the upper flange 32, the strip being folded over at one edge 42 and extending to the opposite edge 44. The strip is also folded over a short distance at each of the extreme edges 38 and 44 to form welts which strengthen the beam at those edges and also provide smooth edges.
As compared with the conventional construction of such a beam, the beam of the invention uses less material and so is of less weight for a given size, and is less expensive. The strength of the described beam also enables steel of less thickness to be used, reducing the weight still further. For example, a beam of conventional construction having a web of 30 mm width would typically use steel of at least 0.8 mm nominal thickness, whereas the described beam can be made from steel of 0.55 mm nominal thickness.
The beam also has the advantage that the outer face of the lower flange 34, as well as that of the upper flange 32, has a smooth finish with no central crease due to folding of the strip.
Claims (Filed on 23 July 1982) 1. A beam rolled from a strip of metal to form a section having two flanges connected by a central web, in which the central web is of a single thickness and each flange is formed by folding the strip away from the central web and folding the strip again through 1800 to form one edge of the flange, the strip then extending continuously to the opposite edge of the flange.
2. A beam as claimed in claim 1, in which the strip is folded over for a short distance at the said opposite edge of each flange to form a welt.
3. A beam as claimed in claim 1 or claim 2, in which the flanges are parallel to one another.
4. A beam as claimed in claim 3, in which each flange extends at 900 to the central web.
5. A beam as claimed in any preceding claim, in which the metal is steel.
6. A beam substantially as described with reference to, and as shown in, Figure 2 of the accompanying drawings.
**WARNING** end of DESC field may overlap start of CLMS **.

Claims (6)

**WARNING** start of CLMS field may overlap end of DESC **. SPECIFICATION Beam This invention relates to beams. More particularly the invention relates to beams of I-section or H-section. Such beams are used extensively in building. It is known to manufacture such beams by rolling a strip of steel or other suitable metal so that the strip is folded as shown in cross-section in Figure 1 of the accompanying drawings. In this known beam, having two flanges 10 and 12 joined by a central web 14, the beam is symmetrical about the central web, the strip being folded over itself at two opposite edges 1 6 of the flange 10 and then extending in double thickness along the central web 14 and dividing to extend in single thicknesses to the opposite edges 18 of the other flange 12. This invention consists in a beam rolled from a strip of steel or other suitable metal to form an Isection or H-section having two flanges connected by a central web, in which the central web is of a single thickness and each flange is formed by folding the strip away from the central web and folding the strip through 1 800 to form one edge of the flange, the strip then extending continuously to the opposite edge of the flange. One embodiment of the invention is illustrated in Figure 2 of the accompanying drawings. As shown in Figure 2, the beam 22, which is rolled from steel strip, has parallel upper and lower flanges 32 and 34 joined by a web 36 perpendicular to the flanges. The strip extends in a single thickness from one edge 38 of the upper flange 32 and is folded over at the opposite edge 40 of the flange, so that the part of the flange 40 on that side of the web 22 is of double thickness. The strip then continues through 900 to form the central web 22, which is of single thickness. The lower flange 34 is similar to the upper flange 32, the strip being folded over at one edge 42 and extending to the opposite edge 44. The strip is also folded over a short distance at each of the extreme edges 38 and 44 to form welts which strengthen the beam at those edges and also provide smooth edges. As compared with the conventional construction of such a beam, the beam of the invention uses less material and so is of less weight for a given size, and is less expensive. The strength of the described beam also enables steel of less thickness to be used, reducing the weight still further. For example, a beam of conventional construction having a web of 30 mm width would typically use steel of at least 0.8 mm nominal thickness, whereas the described beam can be made from steel of 0.55 mm nominal thickness. The beam also has the advantage that the outer face of the lower flange 34, as well as that of the upper flange 32, has a smooth finish with no central crease due to folding of the strip. Claims (Filed on 23 July 1982)
1. A beam rolled from a strip of metal to form a section having two flanges connected by a central web, in which the central web is of a single thickness and each flange is formed by folding the strip away from the central web and folding the strip again through 1800 to form one edge of the flange, the strip then extending continuously to the opposite edge of the flange.
2. A beam as claimed in claim 1, in which the strip is folded over for a short distance at the said opposite edge of each flange to form a welt.
3. A beam as claimed in claim 1 or claim 2, in which the flanges are parallel to one another.
4. A beam as claimed in claim 3, in which each flange extends at 900 to the central web.
5. A beam as claimed in any preceding claim, in which the metal is steel.
6. A beam substantially as described with reference to, and as shown in, Figure 2 of the accompanying drawings.
GB08122986A 1981-07-24 1981-07-24 Rolled metal beam Withdrawn GB2102465A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB08122986A GB2102465A (en) 1981-07-24 1981-07-24 Rolled metal beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB08122986A GB2102465A (en) 1981-07-24 1981-07-24 Rolled metal beam

Publications (1)

Publication Number Publication Date
GB2102465A true GB2102465A (en) 1983-02-02

Family

ID=10523499

Family Applications (1)

Application Number Title Priority Date Filing Date
GB08122986A Withdrawn GB2102465A (en) 1981-07-24 1981-07-24 Rolled metal beam

Country Status (1)

Country Link
GB (1) GB2102465A (en)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2631057A1 (en) * 1988-05-05 1989-11-10 Profilcometube Gie SUPPORT PROFILE OF A WALL, AND IN PARTICULAR OF AN EXTERIOR WALL OF A BUILDING SUCH A COVER OR A CLADDING
WO1990001091A1 (en) * 1988-07-27 1990-02-08 Tube Technology Pty Ltd Structural member and process for forming same
EP0478501A1 (en) * 1990-09-28 1992-04-01 Strub Ag Joint member for connecting two gutter sections, method for manufacturing the joint member and device to carry out the method
WO1992005893A1 (en) * 1990-09-28 1992-04-16 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
GB2318819A (en) * 1996-10-31 1998-05-06 Kalford Pty Ltd A reinforcing strut
GB2331051A (en) * 1997-11-10 1999-05-12 Dana Corp A side rail for a vehicle frame
CN101105064B (en) * 2006-06-05 2010-10-27 沃辛顿阿姆斯特朗风险投资公司 Single-layered web beam for a drywall suspended ceiling
US8181423B2 (en) 2003-06-23 2012-05-22 Smorgon Steel Litesteel Products Pty Ltd. Beam
US20120328898A1 (en) * 2009-07-22 2012-12-27 Best Joist Inc. Roll formed steel beam
GB2576257A (en) * 2018-02-09 2020-02-12 Bja Trading Ltd Improvements in and relating to fencing
GB2577148A (en) * 2018-07-20 2020-03-18 Bja Trading Ltd Fence post
GB2575681B (en) * 2018-07-20 2020-07-22 Bja Trading Ltd Fence Post

Cited By (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2631057A1 (en) * 1988-05-05 1989-11-10 Profilcometube Gie SUPPORT PROFILE OF A WALL, AND IN PARTICULAR OF AN EXTERIOR WALL OF A BUILDING SUCH A COVER OR A CLADDING
EP0342114A1 (en) * 1988-05-05 1989-11-15 Profilcometube Assembly consisting of an exterior building wall such as a roof covering or cladding and a metal rail section for supporting the same
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
US5373679A (en) * 1988-07-25 1994-12-20 Tube Technology Pty Ltd Structural member and process for forming same
WO1990001091A1 (en) * 1988-07-27 1990-02-08 Tube Technology Pty Ltd Structural member and process for forming same
EP0478501A1 (en) * 1990-09-28 1992-04-01 Strub Ag Joint member for connecting two gutter sections, method for manufacturing the joint member and device to carry out the method
WO1992005893A1 (en) * 1990-09-28 1992-04-16 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
US5501053A (en) * 1990-09-28 1996-03-26 Tube Technology Pty., Ltd. Interengageable structural members
US5896724A (en) * 1996-10-31 1999-04-27 Kalford Pty. Ltd. Reinforcing strut
GB2318819A (en) * 1996-10-31 1998-05-06 Kalford Pty Ltd A reinforcing strut
GB2318819B (en) * 1996-10-31 2000-05-24 Kalford Pty Ltd A reinforcing strut
GB2331051A (en) * 1997-11-10 1999-05-12 Dana Corp A side rail for a vehicle frame
US8181423B2 (en) 2003-06-23 2012-05-22 Smorgon Steel Litesteel Products Pty Ltd. Beam
CN101105064B (en) * 2006-06-05 2010-10-27 沃辛顿阿姆斯特朗风险投资公司 Single-layered web beam for a drywall suspended ceiling
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
GB2576257A (en) * 2018-02-09 2020-02-12 Bja Trading Ltd Improvements in and relating to fencing
GB2576257B (en) * 2018-02-09 2020-09-16 Bja Trading Ltd Improvements in and relating to fencing
US11578502B2 (en) 2018-02-09 2023-02-14 Bja Trading Ltd Fencing
GB2577148A (en) * 2018-07-20 2020-03-18 Bja Trading Ltd Fence post
GB2575681B (en) * 2018-07-20 2020-07-22 Bja Trading Ltd Fence Post
GB2577148B (en) * 2018-07-20 2022-09-21 Bja Trading Ltd Fence post

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Legal Events

Date Code Title Description
WAP Application withdrawn, taken to be withdrawn or refused ** after publication under section 16(1)