EP1449979A1 - Elément allongé de fixation pour tôles de construction - Google Patents

Elément allongé de fixation pour tôles de construction Download PDF

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Publication number
EP1449979A1
EP1449979A1 EP03075544A EP03075544A EP1449979A1 EP 1449979 A1 EP1449979 A1 EP 1449979A1 EP 03075544 A EP03075544 A EP 03075544A EP 03075544 A EP03075544 A EP 03075544A EP 1449979 A1 EP1449979 A1 EP 1449979A1
Authority
EP
European Patent Office
Prior art keywords
section
retaining element
base
engagement
elongate retaining
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Withdrawn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
EP03075544A
Other languages
German (de)
English (en)
Inventor
Hans-Jürgen Döhren
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.)
Kalzip GmbH
Original Assignee
Corus Bausysteme GmbH
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 Corus Bausysteme GmbH filed Critical Corus Bausysteme GmbH
Priority to EP03075544A priority Critical patent/EP1449979A1/fr
Priority to GB0402404A priority patent/GB2398580B/en
Priority to FR0401119A priority patent/FR2851778A1/fr
Priority to EP04713082A priority patent/EP1599647B1/fr
Priority to DE602004008585T priority patent/DE602004008585T2/de
Priority to AT04713082T priority patent/ATE371780T1/de
Priority to PCT/EP2004/001719 priority patent/WO2004074595A1/fr
Publication of EP1449979A1 publication Critical patent/EP1449979A1/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36—Connecting; Fastening
    • E04D3/361—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets
    • E04D3/363—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets with snap action
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36—Connecting; Fastening
    • E04D3/361—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets
    • E04D2003/3612—Separate fastening elements fixed to the roof structure and comprising plastic parts for avoiding thermal bridges
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36—Connecting; Fastening
    • E04D3/361—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets
    • E04D2003/3615—Separate fastening elements fixed to the roof structure and consisting of parts permitting relative movement to each other, e.g. for thermal expansion

Definitions

  • the present invention relates to an elongate retaining element for building sheets e.g. for a roof or façade, comprising an engagement section for engaging at least one building sheet and a base section for mounting the elongate retaining element on a support structure.
  • the present invention further relates to an assembly of at least one such elongate retaining element and at least one building sheet mounted thereby on a support structure and also to a connection section forming part of such an elongate retaining element.
  • the known elongate retaining element comprises an elongate extruded aluminium "upside-down-T"-shaped profile. As seen in cross section perpendicular to its direction of elongation, the cross bar of the "upside-down-T"-shaped profile forms the base section, which is provided with drilled holes for connecting elements such as screws passed through the drilled holes to connect the elongate retaining element to a supporting structure of a building, such as for example supporting beams, T-bearers or similar structural elements manufactured from for example wood, steel, aluminium or concrete.
  • An engagement section extends perpendicularly from the base section and comprises at its end a wider head section that in this specific example is substantially triangularly shaped in cross section.
  • the free ends of the building sheets are flanged over the head section such as to allow for a longitudinal sliding movement of the building elements relative to the elongate retaining element.
  • the known elongate retaining elements can be an "upside-down" T-shape, asymmetrically shaped, or it can even be an L-shape.
  • the known retaining element is formed wholly from metal, namely aluminium. Metal is a good heat conductor.
  • Metal is a good heat conductor.
  • a colder outer temperature and a warmer inner temperature leads to the possible formation of condensation on the interior of the supporting structure as well as heat loss from the interior of the supporting structure. This occurs because the head section of the retaining element is in direct contact with the metal building sheets that are exterior to the support structure.
  • the retaining element as a result cools and also cools the air surrounding it, which reduces the amount of water the air can hold and condensation can form.
  • the condensation formation can lead to multiple problems within the support structure e.g. rotting of organic structures, corrosion of metallic structures.
  • the known retaining element acts as a thermal-bridge. It also conducts heat to the interior if the exterior temperature is warmer than that of the interior. This phenomenon can lead to higher energy costs for cooling the building by e.g. air-conditioning.
  • This object is achieved by connecting the engagement section and the base section by means for reducing the thermal conduction between the engagement section and the base section where the means has a lower thermal conductivity than the engagement section and base section.
  • the means reduces the thermal flow in the retaining element when the exterior of the support structure is at a lower temperature than the interior as it has a lower thermal conductivity than the engagement and base sections.
  • the parts of the retaining element below the means are thus at least partially insulated from the potentially cooler exterior temperatures and the problematic formation of condensation is reduced.
  • the heat loss through the retaining element is also reduced.
  • the means comprise a connection section positioned in contact with the base section and engagement section and which separates the engagement section from the base section i.e. ensures they are not in direct contact with each other.
  • the base section of the retaining element, which is mounted on the support structure, is thus at least partially insulated from the potentially cooler exterior temperatures.
  • connection section interlocks with said base section and/or said engagement section.
  • the retaining element does not require chemical bonding methods to ensure stability as the base section and/or engagement section engage mechanically with the connection section by overlapping or by the fitting together of projections and recesses.
  • This structure has the advantage of improved mechanical stability as it reduces the likelihood of disengagement of the thermally insulating connection section from the engagement or base section.
  • the retaining element requires considerable mechanical stability, as it needs to be able to withstand the loads exerted by the weight of the building sheets as well as any uplift caused by the wind acting on the building sheets.
  • the base and/or engagement section comprise at least one groove for receiving part of the connection section.
  • the connection section thus extends at least partially into the base and/or engagement section and is compressed between the base and engagement section thereby reducing the likelihood of disengagement.
  • At least one of the grooves is of substantially circular or truncated circular cross-section where the cross section is perpendicular to the direction of elongation of the retaining element.
  • the connection section is thus firmly retained within the engagement and/or base section thereby further optimising mechanical stability.
  • At least one of the grooves varies in cross-sectional width as it extends into the engagement and/or base section, where the cross section is perpendicular to the direction of elongation of the retaining element.
  • said base section and engagement section comprise at least two grooves each for receiving at least part of the connection section
  • the mechanical stability of the retaining element is enhanced and the load diffusion between the engagement and base sections is improved.
  • This improved load diffusion is particularly advantageous if the retaining element is used on a support structure exposed to snow fall as the retaining elements will need to be able to bear the load of the building sheets and a snow layer.
  • the engagement and base sections are metallic.
  • the retaining elements When used on a structure in which the building sheets are exposed to the elements the retaining elements need to be able to withstand temperatures ranging from sub-zero to 70°C and above.
  • Metals such as aluminium, steel or aluminium alloys are strong and can easily withstand the temperatures at the higher and lower ends of the scale as well as the temperature changes that will occur without their strength or stability being compromised to any significant extent.
  • the present invention is particularly advantageous when the engagement and base sections are made from metal, as the high thermal conductivity of metals would otherwise lead to the occurrence of thermal-bridges.
  • connection section is made from a material with a thermal conductivity of less than 15 Watts/mK, preferably less than 10 Watts/mK or preferably less than 5 Watts/mK.
  • the relatively low thermal conductivity of the material optimises the insulating effect of the connection section.
  • connection section may be made from a resilient plastic material.
  • the resilience of the material has the advantage that there is less likelihood of failure when the elongate retaining element is subjected to dynamic and static transverse loads.
  • Plastics are also materials with low thermal conductivity.
  • the resilient plastic material can be for example polyamide, polyester, polyethylene, polyurethane, cellulose or modifications of any of these polymers. This list is not exhaustive and non-limitative.
  • the strength of the connection section is increased by using reinforced resilient plastic material.
  • the resilient plastic material can be reinforced with, for example metal or glass, polyester, aramid or carbon fibres.
  • Fig. 1 shows in cross-section a retaining element 1 in accordance with the present invention comprising an engagement section 22 made up of a head section 2 and an extended section 5, a base section 4 and means 36 connecting the base and engagement section in the form of a connection section 6.
  • the means 36 may be positioned at any point between head section 2 and base section 4.
  • the base section 4 is provided with holes 9 for fixing means for joining it to a support structure, for example, of a building.
  • the upper portion of the base section 4 is provided with a groove 7, which receives part of the connection section 6.
  • the upper portion of the base section is opposite to the surface which, in use, is mounted on a support structure.
  • the cross-section of groove 7 is wider in the interior of the base part 4 than at the opening 10 of the groove.
  • the cross-section of the groove 7 is substantially T-shaped but may also comprise triangular extensions from each outer comer of the horizontal bar of the T.
  • the extended section 5 extends perpendicularly from the base section 4 to the head section 2 and comprises a substantially identical groove, in its end nearest the base section 4, to that in the base section 4.
  • Connection section 6 fits into the grooves in both the extended section 5 and the base section 4 and separates the sections from each other.
  • the cross section of connection section 6 is substantially "I -shaped" and may comprise triangular extensions from each outer corner of the horizontal bars of the "I”. Connection section 6 interlocks with the base section 4 and extended section 5 and separates them from each other so that they are not in direct contact at any point.
  • Connection section 6 has a lower thermal conductivity than that of the base section 4 and/or extended section 5.
  • the cross-section of extended section 5 is wider in the region surrounding the groove than at the end joining the head section 2.
  • the head section 2 engages and holds building sheets 3 of which one is illustrated in the figure.
  • the embodiment illustrated in Fig. 2 comprises a base section 4 having a groove of substantially circular cross-section.
  • the groove 8 extends from an opening 11 in the upper surface of the base section 4.
  • the extended section 5 extends perpendicularly from the base section 4 and comprises a groove 8, having a substantially circular cross-section, in its end nearest the base section 4.
  • the groove has an opening 12 in the lower portion of the extended section 5.
  • the engagement section 22 comprises the head section 2 and extended section 5.
  • the cross-section of connection section 6 is substantially shaped as a "dumbbell" or in other words shaped as a short bar 15 with a circular protrusion 16 on each end. Each of the protrusions 16 is received into the groove in the extended 5 or base section 4.
  • the connection section 6 interlocks with the base 4 and extended sections 5.
  • the bar section 15 of the cross section of connection section 6 maintains the separation of the base and extended sections.
  • the bar section 15 of the connection section 6 is narrower than both the opening 11 of the groove in the base section 4 and than the opening 12 of the groove in the extended section 5.
  • the upper surface 13 of the base section 4 in the region of the groove 8 is curved upwardly around the groove to the opening 11.
  • the lower surface 14 of the cross section curves downwardly on both sides of the groove 12.
  • Fig. 3 shows another embodiment of the invention comprising a base section 4 having three grooves 17, of substantially truncated circular cross-section, in the upper surface of the base section.
  • the three grooves 17 may extend from a shallow channel in the base section 4 as shown in figure 3.
  • Engagement section 22 comprises head section 2 and extended section 5.
  • the extended section 5 also has three grooves of substantially circular cross section 17 which may also extend from a shallow channel in the extended section.
  • the grooves are in the end of the extended section 5 nearest the base section 4.
  • the connection section interlocks with the base section 4 and extended section 5.
  • the connection section 6 is shaped in cross section as a rectangle 18 with protruding circular sections 19 on its long sides, which are received in the grooves 17 in the base and extended sections.
  • Fig. 4 shows an embodiment of the present invention with a base section 4 comprising three grooves 20 having a substantially wedge-shaped cross section, which tapers towards the upper surface of the base section 4. The interior of the groove is thus wider than the opening.
  • Engagement section 22 comprises head section 2 and extended section 5.
  • the extended section 5 also has three grooves, having a substantially wedge-shaped cross section, in its end nearest the base section 4. The cross section of the grooves tapers towards the lower surface of the extended section 5, thus the surface closest to the base section 4.
  • the three grooves 20 may extend from a shallow channel in the base section 4 and/or the extended section 5 as shown in figure 4.
  • the connection section interlocks with the base section 4 and extended section 5.
  • connection section 6 is shaped in cross section as a rectangle 18 with protruding wedge-shaped sections 21 on its long sides, which are received in the grooves 20 in the base and extended sections. If the grooves in the base and extended sections extend from a shallow channel then part of the rectangular portion 18 of the connection section 6 (as seen in cross section) will be received in the shallow channels.
  • any one or more of the base 4, head 2 or extended 5 sections may be formed of metal such as carbon steel, stainless steel, magnesium or aluminium alloys and may be formed by, for example, extrusion, forging or die-casting. Any one or more of the base 4, head 2 or extended 5 sections may be formed of plastic material optionally in combination with metal parts.
  • the plastic material may be resilient and may be reinforced with, for example, glass, polyester, aramid or carbon fibres.
  • the connection section 6 may be formed from resilient plastic material, optionally in combination with metal parts, which may be reinforced with for example, glass, polyester, aramid or carbon fibres.
  • the connection section 6 may be formed of metal.
  • the elongate retaining elements may be wholly or partially assembled prior to mounting on the support structure or may subsequently be assembled after the base section has been mounted on the support structure.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
EP03075544A 2003-02-24 2003-02-24 Elément allongé de fixation pour tôles de construction Withdrawn EP1449979A1 (fr)

Priority Applications (7)

Application Number Priority Date Filing Date Title
EP03075544A EP1449979A1 (fr) 2003-02-24 2003-02-24 Elément allongé de fixation pour tôles de construction
GB0402404A GB2398580B (en) 2003-02-24 2004-02-04 Elongate retaining element for building sheets
FR0401119A FR2851778A1 (fr) 2003-02-24 2004-02-05 Element de retenue allonge pour toles de construction.
EP04713082A EP1599647B1 (fr) 2003-02-24 2004-02-20 Element de retenue allonge pour feuilles de construction
DE602004008585T DE602004008585T2 (de) 2003-02-24 2004-02-20 Längliches halteelement für bauplatten
AT04713082T ATE371780T1 (de) 2003-02-24 2004-02-20 Längliches halteelement für bauplatten
PCT/EP2004/001719 WO2004074595A1 (fr) 2003-02-24 2004-02-20 Element de retenue allonge pour feuilles de construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP03075544A EP1449979A1 (fr) 2003-02-24 2003-02-24 Elément allongé de fixation pour tôles de construction

Publications (1)

Publication Number Publication Date
EP1449979A1 true EP1449979A1 (fr) 2004-08-25

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP03075544A Withdrawn EP1449979A1 (fr) 2003-02-24 2003-02-24 Elément allongé de fixation pour tôles de construction

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EP (1) EP1449979A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005017277A1 (fr) * 2003-07-16 2005-02-24 Robertson-Ceco Corporation Systeme de toit et dispositifs de pinces a panneaux prevus a cet effet
EP3103936A4 (fr) * 2014-01-27 2017-10-11 Guives Girona, S.A. Couverture modulaire métallique pour des bâtiments

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2141168A (en) * 1983-06-10 1984-12-12 Cox Limited Williaam Rooflight
GB2167101A (en) * 1984-11-20 1986-05-21 Kaiser Aluminium Europ A retaining element for self-supporting building members such as roof components and wall linings
EP0225931A1 (fr) * 1985-12-12 1987-06-24 Bemo Elementbau AG Système de fixation pour une couverture de toit ou un revêtement de paroi
DE4007247A1 (de) * 1990-03-08 1991-09-12 Peter M Dipl Ing Dinter Trocken-druck-verglasungsanordnung fuer fassaden- und dach-konstruktionen in pfosten-riegel-bauweise
FR2763617A3 (fr) * 1997-05-22 1998-11-27 Hoogovens Aluminium Bausysteme Element de retenue mobile pour elements de construction en forme de plaque

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2141168A (en) * 1983-06-10 1984-12-12 Cox Limited Williaam Rooflight
GB2167101A (en) * 1984-11-20 1986-05-21 Kaiser Aluminium Europ A retaining element for self-supporting building members such as roof components and wall linings
EP0225931A1 (fr) * 1985-12-12 1987-06-24 Bemo Elementbau AG Système de fixation pour une couverture de toit ou un revêtement de paroi
DE4007247A1 (de) * 1990-03-08 1991-09-12 Peter M Dipl Ing Dinter Trocken-druck-verglasungsanordnung fuer fassaden- und dach-konstruktionen in pfosten-riegel-bauweise
FR2763617A3 (fr) * 1997-05-22 1998-11-27 Hoogovens Aluminium Bausysteme Element de retenue mobile pour elements de construction en forme de plaque

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005017277A1 (fr) * 2003-07-16 2005-02-24 Robertson-Ceco Corporation Systeme de toit et dispositifs de pinces a panneaux prevus a cet effet
EP3103936A4 (fr) * 2014-01-27 2017-10-11 Guives Girona, S.A. Couverture modulaire métallique pour des bâtiments

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