Classifications

• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
  • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
  • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
  • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
  • E04B1/2403—Connection details of the elongated load-supporting parts
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
  • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
  • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
  • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
  • E04B1/2403—Connection details of the elongated load-supporting parts
  • E04B2001/2415—Brackets, gussets, joining plates
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
  • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
  • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
  • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
  • E04B1/2403—Connection details of the elongated load-supporting parts
  • E04B2001/2448—Connections between open section profiles
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
  • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
  • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
  • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
  • E04B1/2403—Connection details of the elongated load-supporting parts
  • E04B2001/2451—Connections between closed section profiles
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
  • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
  • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
  • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
  • E04B1/2403—Connection details of the elongated load-supporting parts
  • E04B2001/2457—Beam to beam connections
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
  • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
  • E04B1/38—Connections for building structures in general
  • E04B1/388—Separate connecting elements
  • E04B2001/389—Brackets

Definitions

• the invention relates to a series of fittings for joining I or U-beams or other beam cross sections, such as for instance T, V, Z, H, C as well as particu ⁇ lar types of beam profiles, such as for instance a hollow H-profile of com ⁇ posite materials for bearing structures in form of frames, lattice structures etc.
• the individual fittings of the series of fittings are to be used for joining single profiles of I or U-beams or other types of the above beam cross sections for said bearing structures which are used within the chemical industry, offshore, ship construction, water purifying plants, buildings for EMC-test housings, masts for railways, airports etc.
• US-A-5, 210,990 discloses wood construction members in form of wood panels made of wood composite material or a replacement of wood panels made of solid wood. This publication discloses a way of joining construc ⁇ tion members which are perpendicular to one another by means of a box- shaped splice block.
• DE-A-847,068 discloses a joining method by means of wedges being wedged up between the joining fittings and the metal profiles. Such a joining cannot be used for transferring a large moment load because the wedges involve a point load and are difficult to position in practice.
• the invention known from this publication is based on the fact that the material is ductile, which is not characteristic of fibre-reinforced plastic materials, a so-called composite material. Brief Description of the Invention.
• the object of the present invention is to provide such fittings which allow a very fast joining of bearing structures compared to conventional joinings of steel structures, whether said structures are welded or bolted, and which simultaneously obtain a high strength.
• each joint between adjacent beams being formed by particular fittings of a cross-sectional profile with a body and flanges fittingly following the body and flanges of the beams on the inner and/or the outer side, and that the particular fit ⁇ tings of each beam joint are shaped as two members when seen in the longitudinal direction, said two members forming the same angle as the adjacent beams of the beam joint.
• the fittings can be attached to the composite profiles by way of bolting or gluing or a combination thereof.
• the resulting strength is high because the fittings cover the largest possible portion of the surface of the profile and accordingly distribute the forces across the largest possible area.
• the latter presents a decisive factor in connection with beams made of a composite material because the capacity of such beams for resisting point loads is poor.
• the cross sectional shape of the fittings is adapted to the shape of the beams so as thereby to obtain a maximum contact surface for trans ⁇ ferring the bending and the tractive/compressive forces, the shearing stress, the torsional and the moment forces about both the weak and the strong axis of the profile.
• the contact surface reduces the point loads and provides self-supporting properties during the mounting without the use of wedges etc.
• the shape of the fittings solves the pro ⁇ blem of the expressed difference between the tensile and bending strength versus the shearing stress.
• the shape of the fittings ensure that the forces are transferred by means of a shearing stress either onto the body or onto the flanges no matter which direction the fittings are subjected to a load. The latter is essential to glue joints because such joints can only absorb shearing stresses.
• the fittings may be made of materials of a differing thickness in the body and the flanges, respectively.
• a demand often applies for a larger thickness in the flanges than in the body due to the prevailing force effects, but the opposite can sometimes be the case.
• the fittings may be perforated in a pattern not involving a reduction of the strength about the bolt openings.
• the purpose of using a perforation in connection with the adhesive joint is that both a mechanical and a chemical adhering is obtained between the fittings and the profiles, whereby it is possible to visually check the position of the glue.
• the perforation is used in connection with metals because the weight of the structure is thereby reduced.
• the perforation allows the use of self-cutting screws in case it is desired.
• the bolts used may be ordinary machine bolts, carriage bolts, unbracco bolts with a countersunk head, as well as self-cutting screws, button-head rivets, ordinary rivets etc.
• it is possible merely to use a hand drill and the joinings can typically be carried out in less than 5 minutes.
• thermoset As stated in claim 4, many different types of materials and material combi ⁇ countries may be used for the individual fittings in response to the use.
• Below fibre-reinforced plastics is mentioned in form of thermoset or ther- moplast or fittings made of metal.
• a composite material in form of fibre-reinforced thermoset are for instance polyesters, vinylesters, bisphenoles, epoxy, phenoles, polyurethane etc.
• a composite material in form of fibre-reinforced thermoplast are polypropylene, poly ⁇ ethylene, acrylnitrilo-butadiene-styrene terpolymer, polyamide, polyethyl ⁇ ene terephthalate and polyurethane.
• fittings are made of composite materials which are anisotropic materials, the fibre orientation is often + /- 45°, 90°, 0° in order to obtain an optimum shearing stress and torsional rigidity.
• compo ⁇ site materials are moulded of thermoset or shaped from thermoplast.
• the individual fittings of a composite material may comprise tear-off tape or tissue or a glue sheet in the surfaces facing the beams so as to improve a glue joint. It is obvious, that such a glue joint can be supplemented with another joint as stated above, such as a bolt joint.
• both beams and fittings may be made of the same material, which is often very advantageous with respect to the strength, the resilience, the resistance, the isolation, the thermal expansion etc.
• the individual fittings may be manufactured either by way of pultrusion, injection moulding, cold pressing, hot pressing, by hand lay up etc.
• the individual fittings may for instance by way of moulding be provided with drilling instructions for drilling holes for the bolt joints or rivet joints etc.
• the fittings follow the angle of the joint, and all angular sizes are possible both in connection with angles in the same plane, cf. for instance Fig. 5, and in connection with obliquely falling or rising angles, cf. for instance Fig. 10.
• Fig. 1 illustrates an I-beam lattice structure of composite material
• Fig. 2 is a diagrammatic view of an example of a series of fittings accord ⁇ ing to the invention to be used by the lattice structure of Fig. 1 ,
• Fig. 3a illustrates a plane metal blank for the manufacture of an inner corner fitting to be used at one of the four rectangular corners of Fig. 1 , as shown at the angle between the I-beams 1 and 2 of Fig. 2,
• Fig. 3b illustrates a corresponding plane blank as in Fig. 3a, but made of a thermoplastic material, and shown before it is bent into a completed rectangular inner corner fitting,
• Figs. 4C ⁇ , 4b and 4c illustrate an inner corner fitting ready-made from the blank of Fig. 3b, or a corresponding corner fitting made of cast thermo- plast, Fig. 5a being a perspective view thereof,
• Figs. 4cJ, 4e and 4f illustrate half the inner rectangular corner fitting shown in 4a, 4b and 4c which is to be used for half an I-beam structure or a T- beam structure, Fig. 5b being a perspective view of the use said T-beam structure,
• Fig. 5a is a perspective view of the joining of two I-beams not forming a corner by means of the corner joint of Figs. 4a., 4b and 4c,
• Fig. 5b is a perspective view of the joining of two T-beams with the corner fitting of Figs. 4d, 4e and 4f,
• Fig. 5c is a perspective and an exploded view of the joint between two I- beams not forming a corner, said joint using two of the inner corner fit ⁇ tings of Figs. 4a, 4b and 4c as well as a 0° fitting as shown in Figs. 7a and 7b, Figs. 6a, 6b and 6c illustrate an outer corner fitting (270°),
• Figs. 7a and 7b illustrate an 0° fitting
• Fig. 7c is a perspective view of the 0° fitting of Figs. 7a and 7b arranged in I-beams of composite material and used for joining two such I-beams,
• Fig. 7d is a perspective and an exploded view of the joining of two I- beams of composite material by means of two 0° fittings as shown in Figs. 1 and 7b,
• Figs. 8a_, 8b and 8c illustrate a 45° fitting
• Fig. 8d is a perspective and an exploded view of a joint used in situ in the middle of the lowermost I-beam 1 of Fig. 1 and between said I-beam 1 and the two adjacent I-beams 6, 7 forming 45° to their respective sides of the above first I-beam 1 ,
• Figs. 9a, 9b and 9c illustrate a 135° inner fitting
• Fig. 9d is a perspective view of the 135° joint between two I-beams of composite material by means of the inner fitting of Figs. 9a, 9b and 9c,
• Figs. 10a and 10b illustrate the joint between two I-beams forming an angle of 135° with one another, but in a plane perpendicular to the joining plane of Fig. 9d, by means of a fitting moulded of thermoset,
• Figs. 10c and 10d illustrate the joint between two T-beams forming an angle of 135° with one another like in Figs. 10a and 10b by means of a fitting moulding of thermoset
• Fig. 1 1 a is a perspective view of the joint between two I-beams of com- posite material, which are in continuation of one another (0°) by means of two fittings according to the invention, which together fittingly follow the body and flanges of the I-beams,
• Fig. 1 1 b is a perspective view of a corresponding joint as in Fig. 1 1 a, but where the I-beams are perpendicular to one another and form a corner,
• Fig. 1 1 c is a perspective view of the joining of two T-beams arranged perpendicular to one another and forming a corner by means of two fit ⁇ tings according to the invention, which together fittingly follow the body and flange of said T-beams,
• Fig. 12 is a perspective view of the joint between two hollow H-profile beams in continuation of one another (0°) by means of corresponding fittings as in Fig. 1 1 a, and
• Figs. 13a and 13b illustrate a 45° joining of a through profile and an adjacent T- profile
• Figs. 14a and 14b illustrate a 90° joining of a through profile and an adjacent l-profile.
• Fig. 1 illustrates a lattice structure of I-beams of composite material.
• the individual beams 1 to 7 are shaped as shown, the bodies of the beams being indicated by means of dotted lines.
• a sectional view along the line A-A of Fig. 1 illustrates the cross section of the beam.
• the illu- strated lattice structure is 1.5 m in any direction.
• the beams 6 and 7 form an angle of 90°, and together with the beam 1 they form angles of 45° to their respective sides.
• Fig. 2 is a diagrammatic view of the individual types of fittings and their use in the lattice structure of Fig. 1.
• Fig. 3a_ illustrates a plane rectangular metal blank with a perforated pat- tern, said metal blank being intended for the manufacture of a fitting according to the invention.
• Notches 10, 1 1 , 12, 13 are punched out from the longitudinal edges 14, 15. These notches form angles of 45° with a central line 18 parallel to the short edges 16, 17.
• the metal blank of fig. 3a comprises bending lines 19, 20 parallel to the longitudinal edges and extending through the intersection of the notches 10, 1 1 , 12, 13 with the central line 18.
• a 90° bending along the bending lines 19, 20 results in a profile of a U- shaped cross section, said profile subsequently being bent 90° around the central line 18.
• the edges 10 and 1 1 are welded together with the edges 12 and 13 which results in an inner corner joint to be used at one of the four rectangular corners, such as in the corner between the I-beams 1 and 2 of Fig 1.
• Fig. 3b illustrates a corresponding plane blank as in Fig. 3a, but made of a thermoplastic material, and shown before it is bent into a completed rectangular inner corner fitting
• the mating parts of Fig. 3a_ and Fig. 3b are provided with the same reference numerals. It should be noted that no notches are punched out in Fig. 3b like in Fig. 3a. Instead, slots 21 , 22 are provided parallel to the short edges 16, 17, said slots projecting from the long edges until the bending lines 19, 20.
• the thermoplast material of Fig. 3b is bent about a line coinciding with the lines 21 , 22, the exceed ⁇ ing portions of the material at the flanges overlap one another and melt together due to the heat supplied during the moulding process. It is ob ⁇ vious that the blank shown in Fig. 3b of thermoplastic material can also be provided with a perforated pattern as shown in connection with the the metal blank of Fig. 3a.
• Figs. 4a, 4b and 4c illustrate an inner corner fitting ready-made from the blank of Fig. 3b.
• This fitting can also be a corner fitting moulded of thermoset.
• Figs. 4c[, 4e and 4f illustrate half the inner rectangular corner fitting shown in Figs. 4a, 4b and 4c. This fitting comprises thus only one flange and half the body.
• Fig. 5a is a perspective view of the joining of two I-beams 30 and 31 not forming a corner by means of the corner fitting of Figs. 4a, 4b and 4c. This corner fitting is designated 32 in Fig. 5a.
• Fig. 5b is a perspective view of the joining of two T-beams 33 and 34 by means of a corner fitting 35 of the type shown in Figs. 4d, 4e and 4f.
• Fig. 5c is a perspective and an exploded view of the joint between two I- beams 36 and 37.
• the I-beam 37 is at the end facing the I-beam 36 pro ⁇ vided with a nose 45.
• This nose results from further portions of the flanges of the I-beam being removed in such a manner that the body of the I-beam no longer projects so as to enter between the flanges on the I-beam 36.
• This serves to reinforce the joining additionally.
• Two corner fittings 32 as shown in Fig. 5a as well as an 0° fitting 38 are used for the joint. All the members are made of the same type of composite material, and the joining is performed by way of gluing followed by bolting as indicated by the bolts 39 and nuts 40 shown.
• Figs. 6a, 6b and 6c illustrate an outer corner fitting 41 , i.e. the bodies 42 and 43 of the two parts of the fitting form an angle about a "bending line" 44.
• This fitting can be manufactured directly by moulding of thermoset. Then no actual bending is to be performed about the line 44.
• Figs. 7a and 7b illustrate a 0° fitting 38 used in the middle at the top of Fig. 2 or Fig. 1 , the same type of fitting being used on the inner side and the outer side for interconnecting the l-profiles of Fig. 1 in the middle.
• Fig. 7c is a perspective view of the 0° fitting of Figs. 7a and 7b arranged in I- beams of composite material for interconnecting two such I-beams.
• Fig. 7d is a perspective and an exploded view of the joining of I-beams of composite material by means of two 0° fittings as shown in Figs. 7a and 7b.
• Figs. 8a, 8b and 8c illustrate a 45° fitting
• Fig. 8d is a perspective and an exploded view of a joint between three I-beams by means of two 45° fittings and a 90° fitting as well as a 0° fitting.
• This joint can for instance be the joint shown in the middle of the I-beam of Fig. 1 , where said beam meets the two I-beams 6 and 7. Therefore the I-beams of Fig. 8d are designated in the same manner as the I-beams at the location in question in Fig. 1.
• the joining is performed by means of a rectangular fitting 32, two 45° fittings 50 and a 0° fitting 38.
• All these fittings can for instance be made of a composite material of the same type, and the fittings can either be moulded of thermoset or made of thermoplast.
• the fittings fit tightly in the l-profiles in the manner described in claim 1.
• the joining can be performed as a glue joining, and in order to improve the glue joining the fittings can be provided with tear-off tape ensuring that the glued surfaces are kept clean. Then the joint can be further reinforced by means of the screws 39 and nuts 40 shown.
• the fittings can be provided with a glue sheet in such a manner that after the tearing off of the sheet the fittings comprise an uncovered glue surface on the bodies and flanges facing the I-beams.
• this embodiment as well as all the other shown and described embodiments can be provided with drilling instructions in form of small recesses in the composite material of the fittings at the locations where said holes are to be manufactured.
• Figs. 9a, 9b and 9c illustrate a 135° inner fitting 60, Fig. 9d being a perspective view of said inner fitting.
• This fitting serves to join the two illustrated I-beams 61 and 62.
• On the opposite side of the joint of Fig. 9d it is, of course, possible to attach a second fitting following the body and the flanges of the I-beams in a corresponding manner.
• Figs. 10a and 10b illustrate the joining of two I-beams 71 and 72 by means of a fitting 70 in such a manner that here the beams form an angle of 135°, but in a plane perpendicular to the joining plane of Fig. 9d.
• the illustrated fitting 70 is preferably manufactured by way of moulding of thermoset.
• a corresponding fitting is provided on the opposite side of the joint of the I-beams 71 , 72.
• Figs. 10c and 10d illustrate the joining of two T-beams 81 and 82 by means of a fitting 80 essentially corresponding to half the fitting 70 of Figs. 10a and 10b.
• This fitting is also preferably moulded of thermoset.
• Fig. 1 1 a is a perspective view of the joining of two I-beams of composite material. These two I-beams 91 and 100, respectively, are arranged in continuation of one another, and they are joined by means of two identical fittings 90 which together fittingly follow the body and flanges of the beams, said two fittings being in contact in the line of symmetry of the flanges of the beams 91 , 92.
• Fig. 1 1 b is a perspective view of a joining like the joining of Fig. 1 1 a, but whereby I-beams 101 and 102 are perpendicular to one another and form a corner.
• the inner corner fitting 103 differs from the outer corner fitting 104 in the manner illustrated.
• Fig. 1 1 c is a perspective view of the joining of two T-beams 1 1 1 and 1 12 arranged perpendicular to one another and forming a corner by means of two fittings 1 13 and 1 14, which together fittingly follow the body and the flange of the T-beams.
• Fig. 12 is a perspective view of the joining of two particular profiles, viz. two hollow H-profile beams 121 and 122 by means of corresponding fittings 90 shown in Fig. 1 l a-
• Fig. 13 illustrates the joining of a through T-profile 131 and an adjacent T- profile 132. This joining is performed by means of a fitting 80 of the type shown in Figs. 10c and 10d, and such a fitting 80 is preferably arranged on both sides of the T-profiles.
• Fig. 14 illustrates a 90° joint between a through l-profile 141 and an adjacent l-profile 142.
• This joint is provided by means of a particularly moulded fitting 140 preferably moulded of thermoset.
• This fitting 140 comprises a base member 143 and two U-shaped profile members 144 and 145 interspaced a distance corresponding to the body of the vertical l-profile 142.
• This fitting is attached to the l-profiles in such a manner that initially the fitting is pushed downwards over the vertical l-profile 143 whereafter the horizontal through l-profile 141 is placed on the base mem ⁇ ber 143 which in turn is then attached to the horizontal through l-profile 141 by means of bolt connections optionally not until the joining has been performed in advance by means of gluing.

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• Engineering & Computer Science (AREA)
• Architecture (AREA)
• Electromagnetism (AREA)
• Civil Engineering (AREA)
• Structural Engineering (AREA)
• Physics & Mathematics (AREA)
• Joining Of Building Structures In Genera (AREA)
• Rod-Shaped Construction Members (AREA)
• Connection Of Plates (AREA)
• Lining Or Joining Of Plastics Or The Like (AREA)
• Flanged Joints, Insulating Joints, And Other Joints (AREA)
• Mutual Connection Of Rods And Tubes (AREA)
• Standing Axle, Rod, Or Tube Structures Coupled By Welding, Adhesion, Or Deposition (AREA)

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Cited By (15)

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Citations (5)

• 1995
  • 1995-04-03 DK DK036895A patent/DK36895A/da unknown
• 1996
  • 1996-04-03 DE DE69613824T patent/DE69613824T2/de not_active Expired - Lifetime
  • 1996-04-03 AT AT96909986T patent/ATE203076T1/de not_active IP Right Cessation
  • 1996-04-03 DK DK96909986T patent/DK0819200T3/da active
  • 1996-04-03 AU AU53325/96A patent/AU5332596A/en not_active Abandoned
  • 1996-04-03 WO PCT/DK1996/000163 patent/WO1996031667A1/en active IP Right Grant
  • 1996-04-03 PT PT96909986T patent/PT819200E/pt unknown
  • 1996-04-03 ES ES96909986T patent/ES2158305T3/es not_active Expired - Lifetime
  • 1996-04-03 EP EP96909986A patent/EP0819200B1/en not_active Expired - Lifetime
  • 1996-04-03 CA CA002217208A patent/CA2217208A1/en not_active Abandoned
• 1997
  • 1997-10-02 NO NO19974552A patent/NO318382B1/no not_active IP Right Cessation

Patent Citations (5)

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