EP1236840B1 - Verlängertes Halteelement - Google Patents

Verlängertes Halteelement Download PDF

Info

Publication number
EP1236840B1
EP1236840B1 EP02075499A EP02075499A EP1236840B1 EP 1236840 B1 EP1236840 B1 EP 1236840B1 EP 02075499 A EP02075499 A EP 02075499A EP 02075499 A EP02075499 A EP 02075499A EP 1236840 B1 EP1236840 B1 EP 1236840B1
Authority
EP
European Patent Office
Prior art keywords
core
retaining element
elongate retaining
connecting flange
base part
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.)
Expired - Lifetime
Application number
EP02075499A
Other languages
English (en)
French (fr)
Other versions
EP1236840A1 (de
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 DE20221046U priority Critical patent/DE20221046U1/de
Priority to EP02075499A priority patent/EP1236840B1/de
Publication of EP1236840A1 publication Critical patent/EP1236840A1/de
Application granted granted Critical
Publication of EP1236840B1 publication Critical patent/EP1236840B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

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
    • E04D3/362—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets by locking the edge of one slab or sheet within the profiled marginal portion of the adjacent slab or sheet, e.g. using separate connecting elements
    • 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 invention relates to an elongate retaining element for building sheets, having, as seen in cross section perpendicular to its direction of elongation, a head part for engaging a shaped rib of the building sheet, a base part for mounting the elongate retaining element on a support structure by connecting elements, e.g. screws, and a connecting flange extending upwardly from said base and joining said head part to said base.
  • the 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.
  • elongate retaining element is known from Dutch patent no. 190292 and also from US-A-4337606 and GB-A-2190937.
  • the known elongate retaining element is an elongate extruded aluminium T-shaped profile. As seen in cross section perpendicular to its direction of elongation, the cross bar of the T-shaped profile forms the base part, which is provided with drilled holes for connecting elements such as screws to be passed through the drilled holes for connecting 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.
  • a connecting flange extends perpendicularly from the base part, and ends in a wider head part, that is substantially triangularly shaped in its cross section.
  • the free ends of the building sheets are flanged over the head part to allow for a longitudinal sliding movement of the building sheets relative to the elongate retaining element.
  • the known elongate retaining elements can be e.g. T-shaped, asymmetrically shaped, or L-shaped.
  • a longitudinal sliding movement across the head part of a metallic elongate retaining element of the flanges building sheet can cause, for instance due to a cyclic thermal expansion and contraction of the building structure, an unpleasant noise as the metal parts slide over one another.
  • the noise may particularly arise when the building sheets are not situated perfectly parallel to the direction of elongation, a situation that may occur for instance when the supporting structure is not so rigid.
  • a further object of the invention is to reduce the risk of occurrence of the unpleasant noise of the building sheets and the head part sliding over one another.
  • an elongate retaining element for building sheets having, as seen in cross section perpendicular to its direction of elongation, a head part for engaging at least one said building sheets, a base part for mounting the elongate retaining element on a support structure, and a connecting flange extending upwardly from said base and joining said head part to said base, characterised in that the elongate retaining element is being made of a solid thermoplastic material and having a metallic reinforcement that is essentially fully embedded in said sold thermoplastic material.
  • essentially fully embedded is understood to include in addition to an essentially or fully continuous layer, a netted structure of plastic material embracing the metallic core at least over a circumference of its cross section thereby leaving only small parts of the metallic core uncovered, as well as combinations thereof.
  • thermoplastic material Because the head part is being made of a thermoplastic material, the amount of friction that the sheet-like building elements experience while sliding over the head part, is reduced. Consequently, the risk of the occurrence of the mentioned unpleasant noise is significantly reduced. Because the thermoplastic material is solid, it will retain its essential properties during the whole economical life of the building construction, regardless of atmospheric temperature and humidity.
  • the metallic reinforcement core in the elongate retaining element according to the invention is essentially fully embedded in the solid thermoplastic material, there is a high durability against disengagement of the thermoplastic material from the metallic reinforcement core.
  • the quality of the chemical bonding between the thermoplastic material and the surface of the metallic reinforcement core is therefore less critical.
  • a further advantage is that, due to improved sliding properties of the building sheet over the thermoplastic head part, it further reduces the mechanical load on the connection of the retaining element with the supporting structure.
  • a further advantage is that there need be no direct contact between the building sheet with any metallic part of the elongate retaining element according to the invention, nor between the supporting structure and any metallic part of said the elongate retaining element. Consequently, cold-bridges, being conductive heat transport via the metallic part of an elongate retaining element, can be readily avoided, or at least significantly reduced. This important reduction of the risk of cold-bridges is being achieved with one single elongate retaining element, whereas in the prior art fully metallic retaining elements required rather complex constructional measures to be taken in order to reduce the risk of such cold-bridges. It should be mentioned here that in the past elongate retaining elements of thermoplastic materials without any metallic reinforcement have been tried in order to avoid cold-bridges.
  • the metallic reinforcement core comprises a core head part, a core base part, and rigidly coupled to these parts a core connecting flange extending between the core head part and the core base part.
  • a mechanically reliable connection is established between the base part and the head part of the elongate retaining element.
  • the sheet-like elements are thus mountable on a supporting structure in a stable way.
  • the metallic reinforcement core thus mechanically supports the thermoplastic material, in particular against dynamic and static transverse loads, without leading to the undesirable formation of cold-bridges between the building sheets and the supporting structure of a building. Consequently, also the fatigue-lifetime of the thermoplastic material is significantly enhanced.
  • the core base part is provided with means to be used for mounting the elongate retaining element on a supporting structure.
  • the metallic reinforcement core itself has the features of a retaining element. Consequently, should the thermoplastic material be lost or damaged, for example in case of severe wear or even fire, there is still an integral elongate retaining element in the form of the metallic reinforcement core to provide an auxiliary support and connection for the building sheets with respect to the supporting structure.
  • the metallic reinforcement core forms a relatively low cost and reliable form of reinforcement.
  • the metal sheet can be made of a steel, which is not expensive and has a high strength.
  • the metallic reinforcement core is made of galvanised steel, to further prevent corrosion of the metallic reinforcement core.
  • the metallic reinforcement core can be made of stainless steel, aluminium, or an aluminium alloy, or other suitable metal. Stainless steel is especially suitable when part of the retaining element is not covered by the plastic material.
  • the thickness of the metal sheets are typically in the range of 0.5 to 5mm, and preferably in the range of 0.5 to 3mm, and may the chosen in dependence of the expected mechanical load.
  • At least the core base part is coupled to the core connecting flange by a bent section in the metal sheet.
  • a bend provides an easy to make, strong and stable mechanical connection between the base part and the connecting web of the retaining element.
  • At least the core head part is coupled to the core connecting web via a bent section in the metal sheet.
  • the core head part comprises at least two core head part portions, each of which is coupled to the core connecting flange by a bent section in the metal sheet, whereby at least one bent section is bent towards one side of the core connecting flange and a bent section adjacent to the at least one bent section is bent towards the other side of the core connecting flange.
  • the thermoplastic material in which the core head part is embedded is evenly supported by the metallic core head part.
  • the core base part can comprise at least two core base part portions, each of which is coupled to the core connecting flange by a bent section in the metal sheet, whereby at least one bent section is bent towards one side of the core connecting flange and a bent section adjacent to the at least one bent section is bent towards the other side of the core connecting flange.
  • the metallic reinforcement core is formed by two separate bent metal sheets, preferably joined to each other at their respective connecting flanges, each metal sheet having a core head part, a core base part and a core connecting flange.
  • the core head part and core base part of each metal sheet being bent in the same direction essentially perpendicular to the connecting flange.
  • the core connecting flanges of the two bent metal sheets are located next to each other such that the core base parts and the core head parts of the two metal sheets are directed in opposing directions.
  • a mechanically reliable connection is established between the base part and the head part of the elongate retaining element.
  • the sheet-like building elements are thus mountable on a supporting structure in a stable manner.
  • the metallic reinforcement core mechanically supports the thermoplastic material, in particular against dynamic and static transverse loads, without leading to the formation of cold-bridges between the building sheets and the supporting structure of a building. Consequently, also the fatigue-lifetime of the thermoplastic material is significantly enhanced.
  • the elongate retaining element comprises one or more supporting ribs extending between the base part and the connecting flange.
  • additional mechanical stability is provided, or the transverse stiffness of the retaining element is further improved.
  • the choice of the geometry of said rib or ribs allows for optimisation of the transverse stiffness, which is of particularly importance in designing elongate retaining elements with various restraining distances between the base part and the head part.
  • the one or more supporting ribs are formed in the thermoplastic material.
  • the supporting ribs are relatively easy to form.
  • the metallic reinforcement core is covered by or embedded in an essentially continuous layer of the solid thermoplastic material. Corrosion attack will be reduced as compared to bare metallic elongate retaining elements or elongate retaining elements with substantial bare metallic parts.
  • the solid thermoplastic material is an injection moulded plastic material.
  • an elongate retaining element is provided which is easy and cost effective to manufacture.
  • the metal core parts and solid plastic parts are integrated with each other in an easy way.
  • the thermoplastic material is of a polyester, a polyamide, a modified polyester, or a modified polyamide.
  • These thermoplastic materials have one or more of the properties of low friction, high wear resistance, good temperature stability to temperatures up to 100°C, good elastic properties, and high flame resistance. Furthermore, these thermoplastic materials can be processed via injection moulding techniques. Polyamides in general are found to be sufficiently durable, and to have a favourable low coefficient of friction and good flame resistance.
  • a metallic reinforcement core for use in the above described elongate retaining element, which metallic reinforcement core consists of a core head part, a core base part, and coupled to these parts, a core connecting flange comprising at least one component of metal sheet, the core connecting flange extending between the core head part and the core base part, whereby at least the core base part is coupled to the core connecting flange by a bent section in the metal sheet.
  • the connecting flange may be provided with multiple holes.
  • Fig. 1 shows schematically an elongate retaining element consisting of a head part 1, a connecting flange 2, and a base part 3 for mounting on a supporting structure.
  • the head part can work together with sheet-like building elements, whereby the free ends of two adjacent sheet-like building elements are flanged one on top of the other along the longitudinal head part,
  • the base part is provided with holes 10 for working together with connecting elements, e.g. screws for mounting the elongate retaining element to a supporting structure.
  • the elongate retaining element of Fig. 1 has a metallic reinforcement core that is essentially fully embedded in the thermoplastic material (not shown in Fig. 1).
  • the elongate retaining element can be provided with one or more supporting ribs 12 to further improve the mechanical stability of the elongate retaining element.
  • Fig. 2 schematically shows an embodiment of the metallic reinforcement core 4 for covering with the solid thermoplastic material to form the elongate retaining element.
  • the metallic core consists of a core head part 5, a core connecting flange 6 and a core base part 7.
  • the shown embodiment is formed from one piece of metal sheet provided with incisions 8a and 8b.
  • the core head part 5, as well as the core base part 7, have been formed by bending the sheet on either side of the incision in opposite directions. Note that in the shown embodiment the bent sections that couple the core head part portions to the core connecting flange have been bent opposite to their respective core base part counterparts. This may be done to further improve the mechanical stability of the elongate retaining element.
  • the core head part is only separated into two parts bent in two opposing directions, but it will be apparent to the skilled person that the core head part may be further divided into smaller sub-parts.
  • the core base part 7 is provided with holes 11. These holes 11 should align with the holes in the solid thermoplastic material of the elongate retaining element, such that the connection elements work together with the metallic reinforcement core, even in absence of the solid plastic.
  • Fig. 3 schematically shows an embodiment of the metallic reinforcement core 4 for covering with the solid thermoplastic material to form the elongate retaining element.
  • the metallic core comprises of two bend metal sheets, each sheet having a core head part 5, a core connecting flange 6 and a core base part 7.
  • each bend metal sheet the core head part and the core base part are being bend in the same direction essentially perpendicular to the direction of elongation of the connecting flange. In this way a U-shaped profile is being obtained whereby the core base part is longer than the core head part.
  • the two metal sheets may be connected to one another to form a single metallic reinforcement core, such a connection can be made typically via adhesion bonding or welding, such as butt welding.
  • the base part of the elongate retaining element is fully reinforced with the metallic sheet which further improves the mechanical stability of the elongate retaining element, whereas in the embodiment of Fig. 2, the base part is only in part reinforced with metallic sheet material.
  • the metallic reinforcement core 4 such as the one shown in Figs. 2 and 3, can be placed inside an injection mould for embedding it in a solid thermoplastic material.
  • the multiple holes 9 in the connecting flanges have been made by tools, e.g. punching or drilling, for fixing the metallic reinforcement core inside the mould cavity. Furthermore, this achieves the effect that during injection moulding the thermoplastic materials will fill those holes thereby achieving also a strong mechanical bonding between the plastic retaining element and the metallic reinforcement core.
  • the core head part may be provided with multiple small holes 9.
  • the metallic reinforcement core may be provided with one or more holes 11 in its core base part before placing it into the injection mould.
  • the inside of the holes will be filled in part or in whole with the thermoplastic material, such that after mounting the elongate retaining element to a supporting structure, there is no contact between the connecting elements and the metallic reinforcement core, and thereby corrosion of the metallic reinforcement core base part is avoided.
  • the connection elements e.g. screws or bolds, hold the elongate retaining elements firmly to the supporting structure avoiding any metallic contact between the building sheets and the supporting structure, thereby reducing or even avoiding the formation of cold-bridges.
  • the elongate retaining element contained a galvanised steel reinforcement core such as shown in Fig. 2, and the reinforcement core sheet had a mean thickness of 1.0 mm.
  • the thermoplastic material was an essentially fully continuous layer of a modified polyamide, having a thickness of 2.3 mm on either side of the connecting flange.
  • the elongate retaining element had been made via an injection moulding process.
  • an aluminium sheet building sheet of gauge 1.2 mm has been flanged over the head part, and 300,000 longitudinal cyclic sliding movements were performed. No indication of wear was observed in the head part of the elongate retaining element according to the invention.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Connection Of Plates (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Claims (14)

  1. Längliches Rückhalteelement für Baubleche mit, in einer Ebene senkrecht zur seiner Längsrichtung gesehen, einem Kopfteil (1), der in die Baubleche eingreifen kann, wenn die freien Enden zweier benachbarter Baubleche übereinander entlang dem Kopfteil (1) geflanscht sind, mit einem Fußteil (3) zum Befestigen des länglichen Rückhalteelements auf einer Stützstruktur und mit Befestigungslöchern (10), die durch den Fußteil (3) verlaufen, und mit einem Verbindungsflansch (2), der sich oberhalb des Fußteils (3) erstreckt und somit den Kopfteil (1) mit dem Fußteil (3) verbindet, wobei der Kopfteil (1) in der Breite schmaler als der Fußteil (3) und breiter als der Verbindungsflansch (2) ist, dadurch gekennzeichnet, dass das längliche Rückhalteelement aus einem massiven thermoplastischen Material besteht mit einem metallischen Verstärkungskern (4) aus Metallblech, der im Wesentlichen in dem massiven thermoplastischen Material vollständig eingebettet ist, wobei im metallischen Verstärkungskern (4) enthalten sind ein Kernkopfteil (5), der in dem Kopfteil (1) zur Seite verläuft, ein Kernfußteil (7), der in dem Fuß (3) zu Seite verläuft, und ein mit diesen Teilen starr verbundener Kernverbindungsflansch (6), der in dem Verbindungsflansch (2) nach oben steht, zwischen dem Kernfußteil (7) und dem Kernkopfteil (5), und den Kernkopfteil (5) mit dem Kernfußteil (7) verbindet, und wobei eines oder mehrere der Löcher (10) in einer Linie mit Löchern (11), die in dem Kernfußteil (7) vorgesehen sind, liegen, um das längliche Rückhalteelement auf einer Stützstruktur zu befestigen.
  2. Längliches Rückhalteelement nach Anspruch 1, wobei der Verstärkungskern (4) eine mittlere Dicke in einem Bereich von 0,5 mm bis 5 mm hat.
  3. Längliches Rückhalteelement nach Anspruch 1, wobei das thermoplastische Material eine im Wesentlichen voll durchgängige Schicht auf beiden Seiten des Verbindungsflansches ist.
  4. Längliches Rückhalteelement nach einem der Ansprüche 1 bis 3, wobei das Innere der Löcher (11) teilweise oder ganz mit dem thermoplastischen Material gefüllt sein kann, so dass es nach dem Anbringen des länglichen Rückhalteelements an der Stützstruktur bei Gebrauch zu keinem Kontakt zwischen dem Kern (4) und den Verbindungselementen, die das Rückhalteelement an der Stützstruktur befestigen, kommt.
  5. Längliches Rückhalteelement nach einem der Ansprüche 1 bis 4, wobei wenigstens der Kernfußteil (7) mit dem Kernverbindungsflansch (6) durch einen gebogenen Abschnitt in dem Metallblech verbunden ist.
  6. Längliches Rückhalteelement nach einem der Ansprüche 1 bis 5, wobei zumindest der Kernkopfteil (5) mit dem Kernverbindungsflansch (6) durch einen gebogenen Abschnitt in dem Metallblech verbunden ist.
  7. Längliches Rückhalteelement nach Anspruch 6, wobei der Kernkopfteil (5) wenigstens zwei Kernkopfteilabschnitte enthält, von denen jeder mit dem Kernverbindungsflansch (6) über einen gebogenen Abschnitt in dem Metallblech verbunden ist, wobei wenigstens ein gebogener Abschnitt in Richtung auf eine Seite des Kernverbindungsflansches (6) gebogen ist und ein gebogener Abschnitt, der an den wenigstens einen gebogenen Abschnitt angrenzt, in Richtung auf die andere Seite des Kernverbindungsflansches (6) gebogen ist.
  8. Längliches Rückhalteelement nach Anspruch 7, wobei der Kernfußteil (7) wenigstens zwei Kernfußteilabschnitte enthält, von denen jeder mit dem Kernverbindungsflansch (6) über einen gebogenen Abschnitt in dem Metallblech verbunden ist, so dass wenigstens ein gebogener Abschnitt in Richtung auf eine Seite des Kernverbindungsflansches (6) gebogen ist und ein gebogener Abschnitt, der an den wenigstens einen gebogenen Abschnitt angrenzt, in Richtung auf die andere Seite des Kernverbindungsflansches (6) gebogen ist.
  9. Längliches Rückhalteelement nach einem der Ansprüche 1 bis 8, wobei der metallische Verstärkungskern (4) durch zwei separate Metallbleche gebildet ist, wobei jedes Metallblech einen Kernkopfteil (5), einen Kernfußteil (7) und einen Kernverbindungsflansch (6) hat, und wobei der Kernkopfteil und der Kernfußteil jedes Metallblechs in die gleiche Richtung gebogen sind und zwar im Wesentlichen senkrecht zum Verbindungsflansch.
  10. Längliches Rückhalteelement nach einem der vorhergehenden Ansprüche, wobei das längliche Rückhalteelement eine oder mehrere Stützrippen (12) enthält, die zwischen dem Fußteil und dem Verbindungsflansch verlaufen.
  11. Längliches Rückhalteelement nach einem der vorhergehenden Ansprüche, wobei das längliche Rückhalteelement aus spritzgegossenem thermoplastischem Material mit einem eingebetteten metallischen Verstärkungskern besteht.
  12. Längliches Rückhalteelement nach einem der vorhergehenden Ansprüche, wobei das thermoplastische Material ein Polyester, ein Polyamid, ein modifiziertes Polyester oder ein modifiziertes Polyamid ist.
  13. Längliches Rückhalteelement nach einem der vorhergehenden Ansprüche, wobei der Verstärkungskern (4) eine mittlere Dicke im Bereich von 0,5 mm bis 3 mm hat.
  14. Eine Baugruppe mit wenigstens zwei Baublechen und wenigstens einem länglichen Rückhalteelement nach einem der Ansprüche 1 bis 13, das in das Baublech eingreift, um es auf einer Stützstruktur zu halten, und wobei die freien Enden zweier angrenzender Baubleche übereinander entlang des längslaufenden Kopfteils des länglichen Rückhalteelements geflanscht sind.
EP02075499A 2001-02-19 2002-02-05 Verlängertes Halteelement Expired - Lifetime EP1236840B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
DE20221046U DE20221046U1 (de) 2001-02-19 2002-02-05 Längliches Halteelement
EP02075499A EP1236840B1 (de) 2001-02-19 2002-02-05 Verlängertes Halteelement

Applications Claiming Priority (7)

Application Number Priority Date Filing Date Title
EP01200597 2001-02-19
EP01200597 2001-02-19
EP01200865 2001-03-08
EP01200865 2001-03-08
EP01204372 2001-11-16
EP01204372 2001-11-16
EP02075499A EP1236840B1 (de) 2001-02-19 2002-02-05 Verlängertes Halteelement

Publications (2)

Publication Number Publication Date
EP1236840A1 EP1236840A1 (de) 2002-09-04
EP1236840B1 true EP1236840B1 (de) 2006-02-01

Family

ID=27440142

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02075499A Expired - Lifetime EP1236840B1 (de) 2001-02-19 2002-02-05 Verlängertes Halteelement

Country Status (2)

Country Link
EP (1) EP1236840B1 (de)
DE (1) DE20221046U1 (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202011001363U1 (de) 2010-03-12 2011-04-21 Reinwarth Patentverwaltung GbR (vertretungsberechtigte Gesellschafter: Herr Klaus Reinwarth, 70711 Leinfelden-Echterdingen, Herr Klaus-Peter Reinwarth, 70711 Leinfelden-Echterdingen) Verbindungseinrichtung zur Verbindung einer Wand mit einem Fassadenelement oder mit einem Fassadenelementhalter
EP2369089A1 (de) 2010-03-12 2011-09-28 Reinwarth Patentverwaltung GbR Verbindungseinrichtung zur Verbindung einer Wand mit einem Fassadenelement oder mit einem Fassadenelementhalter

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2003264149A1 (en) * 2002-09-03 2004-03-29 Corus Bausysteme Gmbh Elongate retaining element
FR2849884B1 (fr) 2003-01-13 2014-07-25 Corus Bausysteme Gmbh Sous-structure pour toiture ou facade.
GB0304400D0 (en) * 2003-02-27 2003-04-02 Toy John Roof bracket
EP1452660A1 (de) * 2003-02-27 2004-09-01 John Toy Halter für Dachpaneele
WO2005040519A1 (en) 2003-10-02 2005-05-06 Corus Bausysteme Gmbh Retaining element for building sheets
WO2005038164A1 (en) 2003-10-08 2005-04-28 Corus Bausysteme Gmbh Elongate retaining element for engagement with building sheets
US7707791B2 (en) * 2004-03-05 2010-05-04 Reuven Peleg Roofing method for self supporting roofing plate
EP1767718A1 (de) 2005-09-23 2007-03-28 Corus Bausysteme GmbH Halteelement für Bauplatten
CN102704627B (zh) * 2012-06-21 2014-04-02 秦皇岛市中贤幕墙装饰工程有限公司 一种异型金属屋面长度、角度双可调支座
CN111255100B (zh) * 2020-03-17 2020-11-17 新昌县哈坎机械配件厂 一种卫生间挡水装置及施工方法

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3922828A (en) * 1973-11-15 1975-12-02 Tri International Corp Structural member
US4337606A (en) * 1980-02-28 1982-07-06 Republic Steel Corporation Metal panel and mounting structure
GB2190937A (en) * 1986-05-15 1987-12-02 Crozier Construction Co Limite Cladding

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DD220078A1 (de) * 1983-09-08 1985-03-20 Bmk Ost Betrieb Ind Fuerstenwa Vorgefertigtes bewehrtes dachelement und verfahren zu seiner verlegung
GB8724302D0 (en) * 1987-10-16 1987-11-18 Ward Building Systems Ltd Building cladding system
DE4137649C2 (de) * 1991-11-15 1997-11-20 Gerhard Dingler Bauelement

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3922828A (en) * 1973-11-15 1975-12-02 Tri International Corp Structural member
US4337606A (en) * 1980-02-28 1982-07-06 Republic Steel Corporation Metal panel and mounting structure
GB2190937A (en) * 1986-05-15 1987-12-02 Crozier Construction Co Limite Cladding

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202011001363U1 (de) 2010-03-12 2011-04-21 Reinwarth Patentverwaltung GbR (vertretungsberechtigte Gesellschafter: Herr Klaus Reinwarth, 70711 Leinfelden-Echterdingen, Herr Klaus-Peter Reinwarth, 70711 Leinfelden-Echterdingen) Verbindungseinrichtung zur Verbindung einer Wand mit einem Fassadenelement oder mit einem Fassadenelementhalter
EP2369089A1 (de) 2010-03-12 2011-09-28 Reinwarth Patentverwaltung GbR Verbindungseinrichtung zur Verbindung einer Wand mit einem Fassadenelement oder mit einem Fassadenelementhalter

Also Published As

Publication number Publication date
DE20221046U1 (de) 2004-12-30
EP1236840A1 (de) 2002-09-04

Similar Documents

Publication Publication Date Title
EP1552081B1 (de) Längliches halteelement
EP1236840B1 (de) Verlängertes Halteelement
CA1120681A (en) Compound beam
US20090113846A1 (en) Sheet metal section for dry construction
US8444108B2 (en) Mine seal with electrically non-conductive ties
US20120192523A1 (en) Composite structural tie
US20050102968A1 (en) Sinuous composite connector system
KR101560759B1 (ko) 스페이서 조립체
CA2653634A1 (en) Sheet metal section for dry construction
DK200001918A (da) Konstruktionselement og fremgangsmåde til fremstilling af nævnte element
CN215169184U (zh) 用于安装窗户的c型支架
SE516901C2 (sv) Prefabricerat armerat bärande byggkonstruktionselement, samt förstyvningsplåtelement för en sådan konstruktion
CN1210470C (zh) 延长固位部件
CN1973102A (zh) 用于外壁绝热建筑物的壁外部结构和壁外部基部、用于壁外部材料安装的横向衬板框架以及采用横向衬板框架来覆盖壁的方法以及外部基部材料和采用外部基部材料的外壁
KR101560758B1 (ko) 스페이서 조립체를 구비한 단열 데크
CN215332285U (zh) 用于安装窗户的l型支架及包括其的窗户系统
FI73075C (fi) Isolering och foerfarande foer att isolera en ugnsyta.
KR102297229B1 (ko) 강관보강 거더 제작방법 및 이에 의해 제작된 거더
US12054959B2 (en) Concrete repair device
WO2005038164A1 (en) Elongate retaining element for engagement with building sheets
FI96711C (fi) Sideraudoite betonirakenteita ja liittorakenteita varten
EP1143154B1 (de) Kabelkanal und dafür geeignete Klemmschelle
JPH0240647Y2 (de)
KR200332938Y1 (ko) 조립식 데크패널의 체결구조
KR20040085481A (ko) 조립식 데크패널의 체결부재

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

17P Request for examination filed

Effective date: 20030304

AKX Designation fees paid

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

17Q First examination report despatched

Effective date: 20030505

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20060201

Ref country code: CH

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20060201

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20060201

Ref country code: LI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20060201

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060206

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060228

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REF Corresponds to:

Ref document number: 60208967

Country of ref document: DE

Date of ref document: 20060413

Kind code of ref document: P

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20060501

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20060512

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20060703

ET Fr: translation filed
REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20061103

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20060502

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20060201

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060205

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20060201

REG Reference to a national code

Ref country code: FR

Ref legal event code: CD

Owner name: KALZIP GMBH

Effective date: 20140617

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 15

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 16

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 17

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 20180227

Year of fee payment: 17

Ref country code: AT

Payment date: 20180119

Year of fee payment: 17

Ref country code: FR

Payment date: 20180227

Year of fee payment: 17

Ref country code: BE

Payment date: 20180227

Year of fee payment: 17

Ref country code: IT

Payment date: 20180222

Year of fee payment: 17

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 317044

Country of ref document: AT

Kind code of ref document: T

Effective date: 20190205

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190206

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20190228

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190205

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190228

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190228

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190205

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20210122

Year of fee payment: 20

Ref country code: GB

Payment date: 20210222

Year of fee payment: 20

REG Reference to a national code

Ref country code: GB

Ref legal event code: PE20

Expiry date: 20220204

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20220204