EP3963145A1 - Support member - Google Patents
Support memberInfo
- Publication number
- EP3963145A1 EP3963145A1 EP20724913.7A EP20724913A EP3963145A1 EP 3963145 A1 EP3963145 A1 EP 3963145A1 EP 20724913 A EP20724913 A EP 20724913A EP 3963145 A1 EP3963145 A1 EP 3963145A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- web
- support member
- structural support
- member according
- sections
- 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- Withdrawn
Links
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Classifications
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- 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
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- 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
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
- E04C3/09—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders at least partly of bent or otherwise deformed strip- or sheet-like material
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- 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
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- E—FIXED CONSTRUCTIONS
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- 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
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- 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
- E04C2003/0439—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 cross-section comprising open parts and hollow parts
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- 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
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- 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
- E04C2003/0482—Z- or S-shaped
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
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- 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
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- 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
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
- E04C3/083—Honeycomb girders; Girders with apertured solid web
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- 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
- E04C3/28—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of materials not covered by groups E04C3/04 - E04C3/20
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- 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
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
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- 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
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/291—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures with apertured web
Definitions
- This invention relates to a support member, particularly a structural support member with applications in fields such as civil engineering, offshore oil and gas, aerospace, marine, and mechanical engineering structures and equipment. More particularly, the invention relates to a structural support member comprising a wave-shaped web connecting top and bottom flanges.
- An I-beam comprises a flat vertical web of a specified thickness.
- Flat horizontal plates of a specified thickness are rigidly connected to the top and bottom of the web, with both the top and bottom plates being referred to as the I-beam flanges.
- the web and flanges have the shape of a capital I (or H on its side).
- I-Beams have been used extensively in structural steelwork, civil engineering and marine structures and mechanical equipment, to safely resist applied loads transferred to the span of the beam between its supports.
- successful efforts have been made to improve the structural robustness of I-beams by changing the shape of the web of the beam.
- a beam with a corrugated sinusoidal wave-shaped web has been manufactured and successfully used in steelwork construction today.
- the sinusoidally corrugated web shape increases the beam’s resistance to web buckling allowing for a greater vertical distance between the horizontal beam flanges.
- a structural support member comprising at least two longitudinally extending flanges spaced apart from one another by an assembly comprising a web and at least one reinforcing member, wherein the web comprises at least one wave-shaped web portion arranged perpendicularly to the flanges, and wherein at least one apex of the at least one wave-shaped web portion comprises at least one reinforcing member.
- the structural support member is a beam.
- the reinforcing member is substantially tubular.
- the reinforcing member is at least partially hollow, optionally centrally hollow.
- the or each reinforcing member is hollow along its length.
- the reinforcing member is a cylinder, optionally circular in cross-section.
- the reinforcing member may be square, rectangular, triangular, oval, or any other shape in cross-section.
- the reinforcing members are positioned on the inner sides of the apexes of the web (where apex refers to any turning point of the wave forming the web and thereby includes areas that may, to the observer, appear as troughs/nadirs), closer to the central axis of the beam and/or flanges.
- the or each apex encapsulates the reinforcing member.
- the beam may weigh around 40% less than an I-beam manufactured from the same material and having the same bending moment resistance capability. Furthermore, as the apexes of the web and the reinforcing members deviate from one side of the beam to the other along the length of the web, the resistance of the beam against lateral and torsional buckling under extreme vertical loading is also increased.
- the shape of the wave in the web is substantially symmetrical, for example sinusoidal. Alternatively, it may be another type of wave such as a square wave, a triangular wave, or similar.
- the distance between two apexes of the wave forming the web where the apexes are disposed on opposing sides of the flange i.e. , where the apexes are a “peak” and a “trough”), is between 50-100% of the width of the flanges, for example between 80-95% of the width of the flanges.
- the section of the web between each apex is substantially flat or linear.
- the shape and extent of the wave-shaped web provides increased resistance to beam shear loading and web buckling in comparison to the flat web of an I-beam. This increases the beam load capacity and structural robustness while reducing web and flange thicknesses, thereby further reducing the overall material weight of the beam.
- a portion of the web at one or both ends may extend along, or parallel with, the longitudinal axis of the beam. This offers the advantage that the beam can be retrofitted into existing connections configured for conventional beams such as I-beams.
- the joins between the reinforcing member and the web creates a portion of the assembly with a greater cross-sectional thickness than the web alone. This increase in thickness provides further rigidity and strength to the beam.
- the thickness of the web may be varied as required.
- the dimensions of the reinforcing member for example the cross-sectional area, the diameter, and so forth can be varied.
- the angle of wave deviation and optionally the dimensions of the inner section of the wave into which the reinforcing member is fixed can also be varied, for example, the diameter of the inner curve of the wave may change.
- the configuration of the combination of the wave-shaped web and the, or each, reinforcing member has a synergistic effect where the web provides vertical support to the reinforcing members, and the reinforcing members provide lateral and torsional support to the web.
- the web may comprise cut-out portions to reduce the weight of the beam yet further.
- the web may comprise a series of circular apertures where material has been removed from the web.
- the apertures may be substantially circular holes, optionally arranged in a “gun barrel” configuration, having a central hole surrounded by a symmetrical concentric circular arrangement of holes.
- Other shapes of cut-out portions and other arrangements of apertures and/or cut outs may be used.
- services such as power or communications conduits may be routed through the cut-out portions.
- the beam may be made of steel.
- the beam may be made of aluminium or another metal that is sufficiently robust to meet the requirements of the location of use of the beam.
- the beam may be made of plastic, composites, or any other suitable structural material.
- the beam may be made of a combination of suitable materials.
- the components of the beam i.e. the flanges, web, and reinforcing members, can be formed as one integral piece.
- the beam may be made of steel and may be formed by milling or casting.
- a beam may be formed of several integrally-formed pieces connected together to extend the span of the beam.
- the connections between the pieces form a continuous, strong structural connection between all of the components of the beam, such as the web, flanges, and reinforcing members, such that the beam acts as one structure.
- the components of the beam may be formed separately and fixed together.
- the wave-shaped web may be formed as one component and the reinforcing members may then be fixed (for example welded or spot welded) to the apexes of the web.
- the wave-shaped web may be welded, optionally spot welded, at a first side to a flange either before or after the reinforcing members are affixed to the web before the second flange is then affixed to the second side of the web, completing the beam, or completing a section of the beam.
- the reinforcing members may be affixed to a flange first, and the wave-shaped web may then be affixed to the flange and the reinforcing members.
- the web may be fabricated from multiple modular sections (for example, the web may be fabricated in modular form from repeated modular components), each optionally comprising one whole apex and two half apexes.
- This can be a useful way of manufacturing webs from material of greater than 5mm thickness, for example.
- several approximately V-shaped curved sections, where the reinforcing members are cylinders, may be fabricated, where each end of the section is a partial circumference of a cylinder and approximately half of the length of an apex.
- These modular sections may be welded or otherwise affixed together to form the required length of web for the required length of beam.
- three weld areas may be used: a weld on either side of the reinforcing member to attach the reinforcing member to the web, and another weld joining two modular sections together.
- two weld areas positioned on either side of each reinforcing member may be used to fix the reinforcing member to the web.
- the space for example, where the reinforcing member is a cylinder, there may be a substantially triangular space formed between the curved side of the cylinder and the flat portion of the web, just before the web begins to curve around the cylinder.
- the space formed between the reinforcing member and the web may be chamfered to create weld slots.
- an additionally thickened section of wall can be created on the inner side of the web between the reinforcing member and the web by the or each weld slot, providing further strength to the assembly.
- larger modular sections of the web may be fabricated, for example zigzag shaped modular sections comprising more than one complete turn (i.e. a continuous section including more than one complete apex of the web). This can be a useful way of manufacturing webs of , for example, less than 5mm.
- the web is initially manufactured as a flat section and bent into the desired shape, e.g. the zigzag shaped modular section.
- the larger modular sections are affixed to the flanges to create the beam as described above.
- one or more beams may be incorporated into modular interlocking sections, for example, interlocking deck floor box sections.
- the sections may have the same or a similar area as shipping containers for convenient transportation.
- the sections may be supplied and fitted in modular sections to create the desired size of e.g. deck floor sections.
- the sections may comprise the beam according to the invention alternating with a conventional beam such as an I-beam or H-beam to form the overall modular section.
- the reduction in weight offered by the beam permits large platforms, optionally formed from such interlocking deck floor box sections, to be affixed to ageing oil and gas production assets, offering an economically viable solution to extending the lifetime of such assets and continuing to produce from fields that may otherwise have been abandoned.
- the addition of two 16m x 16m platforms comprising beams in accordance with the invention would provide a greater physical laydown area than a standard supply vessel at a lower cost, substantially increasing the physical laydown area of existing assets. This could be achieved by, for example, making use of the free overhanging deck space and attaching large platforms formed either entirely or partially of beams in accordance with the invention to the sides of the existing deck.
- permanent interlocking deck floor sections could be integrated into existing assets or new build platforms.
- the lightweight nature of the beam also offers advantages in other areas of the offshore (and onshore) oil and gas industry such as decommissioning, TAR applications, well intervention, plugging and abandonment, and fracking operations.
- the beam could be used for repairs on ageing assets with integrity issues; for undertaking essential platform repairs where the structural integrity would be compromised; as deck spreader beams during decommissioning; and as weight distribution on lightweight grillage applications or corroded deck areas, for example to support heavy equipment.
- the lightweight nature of the beam has clear advantages and applications in other industries such as aerospace, civil engineering, and mechanical engineering.
- Use of the beam may permit the construction of lightweight supporting structures.
- the beam may also permit structures having an increased span for the same weight.
- compositions, an element or a group of elements are preceded with the transitional phrase "comprising”, it is understood that we also contemplate the same composition, element or group of elements with transitional phrases “consisting essentially of”, “consisting”, “selected from the group of consisting of, “including” or “is” preceding the recitation of the composition, element or group of elements and vice versa.
- the words “typically” or “optionally” are to be understood as being intended to indicate optional or non-essential features of the invention which are present in certain examples but which can be omitted in others without departing from the scope of the invention as defined by the claims.
- Figure 1 shows a perspective view of a first beam in accordance with the invention, with a flange removed to show the inner wave structure and reinforcing members;
- Figure 2 shows a second perspective view of the beam of Figure 1 ;
- Figure 3 shows a close-up view of two apexes of the web of the beam of Figure 1 (flanges not shown) and reinforcing members;
- Figure 4 shows a perspective view of the beam of Figure 1 with both flanges illustrated
- Figure 5 shows a perspective view of a second beam in accordance with the invention, where the web comprises cut-out portions;
- Figure 6 shows a plan view of a beam in accordance with the invention, the beam comprising a complete web and illustrating the flattened retrofittable ends of the web;
- Figure 7 shows an example of a substantially V-shaped component part of a web with cylindrical reinforcing members and slot welds.
- Figure 8 shows an example of a zigzag shaped component part of a web with cylindrical reinforcing members and slot welds.
- Figure 1 shows a partial view of a beam 1 with one flange removed for ease of observation of the web 1 1 and reinforcing members 14.
- the web 1 1 is welded on seams 10w along the web 1 1 to a flange 12u.
- a reinforcing member in the form of a cylinder 14 is welded to the web 1 1 with slot welds 10c and welded to the flange 12u by a further weld 10f.
- the welds 10w, 10f are repeated for the opposing flange 121 when it is affixed to form the beam 1.
- the thickness of the web 1 1 increases accordingly.
- the welds 10c between the cylinder 14 and the web 1 1 create sections with a greater thickness than the web 1 1 and the cylinder 14 individually.
- This stiffening mechanism further supports the loading capacity of the beam 1 , in that the web 1 1 structurally supports the cylinders 14 while the cylinders 14 strengthen the web 11.
- the web turns around a tight circumference and traverses diagonally across the centre of the flange 12u (and flange 121/the beam 1 when fully assembled) towards the other edge of flange 12u.
- the web sections 1 1 f between the apexes 1 1 c of the web 1 1 are substantially linear.
- the web 1 1 undulates across approximately 90-95% of the entire width of the flange 12u in this example.
- the reinforcing cylinders 14 are positioned on the inner surfaces of the apexes 1 1 c, and their location relative to the central axis of the flange 12u (and therefore the central axis of the beam 1) alternates with each turn of the web 1 1 , along the longitudinal extent of the flange 12u.
- the horizontal distance between apexes 1 1c is constant along the length of the wave portion of the web 1 1.
- the beam 1 can have a deeper height between the upper 12u and lower 121 flanges, which increases the beam’s 1 bending resistance while maintaining web buckling and shear resistance, and avoiding lateral torsional buckling. Furthermore, both flange 12u, 121 and web 1 1 thicknesses can be reduced, in order to lower beam weight while maintaining the beam’s 1 ability to resist the applied transverse loads along its span.
- the configuration of the beam 1 according to the present invention enables lighter beams and/or longer beam spans to be provided without detriment to the beam’s strength characteristics compared with known beams.
- the web 1 1 can in certain embodiments revert to a flat central web (see e.g. Figure 6) for a short distance to enable the beam 1 to be fitted into structural connections configured to receive I-beams without requiring the connective components throughout the larger structure to be changed out, further reducing cost.
- Figure 4 illustrates a beam 1 in its assembled state with upper 12u and lower 121 flanges welded to the web 1 1 and the cylinders 14.
- Figure 5 illustrates a further example of a web 1 1 1 in accordance with the present invention, where like features have had their reference numerals increased by 100 for ease of comparison to the features of Figures 1 -4.
- the flat portions 1 1 1f of the web 1 1 1 may be perforated by having apertures 1 11 a cut or formed through them, for example moulded, punched, and so forth.
- the apertures 1 11 a are approximately circular and arranged in a “gun barrel” configuration, with a single central aperture 1 11 a surrounded by a concentric circle of 6 further apertures 11 1a.
- Other suitable configurations may of course be used where appropriate.
- the apertures 1 11 a serve the dual purpose of further reducing the weight of the beam 1 while also providing a route for services such as power conduits, communications conduits, and the like. Beams with the perforated web 1 1 1 may be particularly useful in commercial applications where a large number of services may require routing.
- a beam may be formed with several separate sections of web connected together.
- the components of the beam may be formed separately and fixed together.
- Figure 6 shows an example of a beam, again with one flange 412u illustrated and one removed to show the web 41 1.
- the web 41 1 comprises reinforcing cylinders 414 as previously described.
- a portion 41 1 e of the web 41 1 at both ends extends along, or parallel with, the longitudinal axis of the beam, providing the beam with a similar profile to a conventional I-beam at each end. This permits the beam to be retrofitted into connections for I-beams, thereby avoiding the need for new connections where, for example, this beam is used to replace a damaged or corroded conventional beam.
- Figure 7 shows an example of a section of a wave-shaped web 21 1 , fabricated as one component 202 in an approximate V-shape (with one“complete” apex 21 1c), where the reinforcing cylinders 214 are slot welded 210 to the apexes 21 1c, 211 p of the web 21 1.
- the full length web is fabricated from several such component parts 202 connected together.
- Each end 211 p of the web 21 1 is a partial circumference of a cylinder 214 and approximately half of the length of an apex 211 c of the web 21 1.
- These component parts 202 can be welded or, otherwise affixed together, to form the required length of web 21 1 for the required length of beam.
- three welds 210 are used to fix the respective cylinder 214 both to the end 21 1 p of the web 21 1 , and to fix the ends 211 p of two sections 202 together, while on the continuous portion 211 c of the component part 202 the cylinder 214 is slot welded 210 to the adjacent flat portions 21 1 f of the web 21 1.
- the slot welds 210 are facilitated by chamfering the substantially triangular shaped gap between the cylinder 214 and the flat portions 21 1 f of the web 211 to create weld slots.
- the slot welds 210 can enhance the strength of the web 21 1 , and therefore the beam, by creating an additional thickened section of wall on the inner side of the web 211 between the cylinder 214 and the web 21 1.
- the web 311 may be flattened out, for example to align with the central axis of the beam.
- the beams can thus be retrofitted into connections configured for convention beams such as I-beams or H-beams.
- a web may be fabricated from larger component parts.
- Figure 8 shows a zigzag shaped component part 302 comprising more than one complete apex 31 1 c. As before the ends 31 1 p of the component parts 302 form a half-turn or half-apex. Two ends 31 1 p are thus joined together by a weld 310 to form a complete apex and continue the web 31 1. As many component parts 302 as required may be connected together.
- the formation of the wave shape in the web 1 1 , 1 11 , 21 1 , 311 , 411 can be adjusted according to the thickness of the web material as required.
- the examples illustrated in Figures 7 and 8 are also fixed e.g. welded to flanges on opposite sides of the web 211 , 311 to form the beams.
- the flanges 12u, 121, 412u; the webs 1 1 , 1 1 1 , 21 1 , 311 , 41 1 ; and the reinforcing cylinders 14, 1 14, 214, 314, 414 are all interconnected such that they all act structurally as one structural unit, including in those examples where the beam is formed of modular component parts.
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB1905977.3A GB2582832C (en) | 2019-04-29 | 2019-04-29 | Support Member |
PCT/GB2020/051046 WO2020222000A1 (en) | 2019-04-29 | 2020-04-29 | Support member |
Publications (1)
Publication Number | Publication Date |
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EP3963145A1 true EP3963145A1 (en) | 2022-03-09 |
Family
ID=66809130
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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EP20724913.7A Withdrawn EP3963145A1 (en) | 2019-04-29 | 2020-04-29 | Support member |
Country Status (5)
Country | Link |
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US (1) | US20220195729A1 (en) |
EP (1) | EP3963145A1 (en) |
CA (1) | CA3175944A1 (en) |
GB (1) | GB2582832C (en) |
WO (1) | WO2020222000A1 (en) |
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US3656270A (en) * | 1970-02-18 | 1972-04-18 | United State Steel Corp | Structural member |
US4442650A (en) * | 1977-12-15 | 1984-04-17 | Sivachenko Eugene W | Girder construction |
US4197978A (en) | 1978-06-29 | 1980-04-15 | The Boeing Company | Method of making an integral structural member |
US4335557A (en) * | 1978-08-23 | 1982-06-22 | Verco Manufacturing, Inc. | Shear load resistant structure |
US4292782A (en) * | 1979-07-18 | 1981-10-06 | Dana Corporation | Sheet metal structural beam |
US4734146A (en) | 1986-03-31 | 1988-03-29 | Rockwell International Corporation | Method of producing a composite sine wave beam |
US5190803A (en) * | 1988-11-25 | 1993-03-02 | Bayer Aktiengesellschaft | Structural shell with reinforcing ribs connected via perforations |
US5956919A (en) * | 1997-09-08 | 1999-09-28 | Wilian Holding Co. | Spanning member with convoluted web and C-shaped flanges |
US5921053A (en) * | 1997-12-17 | 1999-07-13 | Metwood, Inc. | Internally reinforced girder with pierceable nonmetal components |
US6520707B1 (en) | 1999-03-08 | 2003-02-18 | Joseph R. Headrick | Can clip device with toy construction set engagement elements |
US6520706B1 (en) * | 2000-08-25 | 2003-02-18 | Lockheed Martin Corporation | Composite material support structures with sinusoidal webs and method of fabricating same |
FR2817608B1 (en) * | 2000-12-04 | 2004-11-05 | Eads Airbus Sa | COMPOSITE BEAM WITH INTEGRATED RUPTURE INITIATOR AND AIRCRAFT FUSELAGE INCLUDING SUCH BEAMS |
US20030041547A1 (en) * | 2001-08-24 | 2003-03-06 | Georges Gosselin | Corrugated fiberboard panels for use in the construction of walls, ceilings and floors |
US6986230B2 (en) * | 2002-06-28 | 2006-01-17 | Eagle Development Corporation | Foldable support structure with hinged wall members |
US6976343B2 (en) * | 2003-04-24 | 2005-12-20 | Mcgushion Kevin D | Compressive flange sinusoidal structural member |
US7743577B2 (en) * | 2003-08-18 | 2010-06-29 | Ollman Melvin L | Structural truss with crimp/clamp method of making same |
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US20060237588A1 (en) * | 2005-03-31 | 2006-10-26 | The Boeing Company | Composite structural member having an undulating web and method for forming the same |
US20120036813A9 (en) * | 2005-04-27 | 2012-02-16 | Lakdas Nanayakkara | Multi-element constructional assembly |
KR100714662B1 (en) | 2006-04-06 | 2007-05-04 | 박문식 | Cantilever of h type beam narrowed from the front to the end |
SE0700400L (en) * | 2007-02-19 | 2008-08-20 | Benny Fransson | bUILDING UNIT |
WO2009124356A1 (en) * | 2008-04-11 | 2009-10-15 | Qld Steel Pty Ltd | Structural building components and method of constructing same |
KR101086293B1 (en) | 2009-06-03 | 2011-11-24 | 두성중공업 주식회사 | Welding beam for prefab building |
CN101761184B (en) | 2010-01-20 | 2012-07-11 | 浙江中隧桥波形钢腹板有限公司 | Steel column and beam structure with corrugated steel web and special welding device thereof |
-
2019
- 2019-04-29 GB GB1905977.3A patent/GB2582832C/en active Active
-
2020
- 2020-04-29 US US17/606,965 patent/US20220195729A1/en not_active Abandoned
- 2020-04-29 EP EP20724913.7A patent/EP3963145A1/en not_active Withdrawn
- 2020-04-29 CA CA3175944A patent/CA3175944A1/en active Pending
- 2020-04-29 WO PCT/GB2020/051046 patent/WO2020222000A1/en unknown
Also Published As
Publication number | Publication date |
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GB2582832A9 (en) | 2021-07-07 |
US20220195729A1 (en) | 2022-06-23 |
GB2582832B (en) | 2021-04-21 |
GB2582832A (en) | 2020-10-07 |
CA3175944A1 (en) | 2020-11-05 |
GB2582832A8 (en) | 2020-12-16 |
WO2020222000A1 (en) | 2020-11-05 |
GB201905977D0 (en) | 2019-06-12 |
GB2582832C (en) | 2021-07-07 |
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