EP1260644A2 - Elément de toiture, bâtiment et procédé pour construire un tel bâtiment - Google Patents

Elément de toiture, bâtiment et procédé pour construire un tel bâtiment Download PDF

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Publication number
EP1260644A2
EP1260644A2 EP02450129A EP02450129A EP1260644A2 EP 1260644 A2 EP1260644 A2 EP 1260644A2 EP 02450129 A EP02450129 A EP 02450129A EP 02450129 A EP02450129 A EP 02450129A EP 1260644 A2 EP1260644 A2 EP 1260644A2
Authority
EP
European Patent Office
Prior art keywords
roof
elements
wall elements
roof element
wall
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Withdrawn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
EP02450129A
Other languages
German (de)
English (en)
Other versions
EP1260644A3 (fr
Inventor
Johann Ing. Lampl
Anton Ing. Trippl
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP1260644A2 publication Critical patent/EP1260644A2/fr
Publication of EP1260644A3 publication Critical patent/EP1260644A3/fr
Withdrawn legal-status Critical Current

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    • 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
    • E04D3/35—Roofing slabs or stiff sheets comprising two or more layers, e.g. for insulation
    • E04D3/358—Roofing slabs or stiff sheets comprising two or more layers, e.g. for insulation with at least one of the layers being offset with respect to another layer
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/026—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of prefabricated modules, e.g. box-like or cell-like units
    • 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
    • E04D3/35—Roofing slabs or stiff sheets comprising two or more layers, e.g. for insulation
    • E04D3/351—Roofing slabs or stiff sheets comprising two or more layers, e.g. for insulation at least one of the layers being composed of insulating material, e.g. fibre or foam material
    • E04D3/352—Roofing slabs or stiff sheets comprising two or more layers, e.g. for insulation at least one of the layers being composed of insulating material, e.g. fibre or foam material at least one insulating layer being located between non-insulating layers, e.g. double skin slabs or sheets

Definitions

  • the invention relates to a roof element for a prefabricated parts building to be made, a building made with this roof element Building and a method for manufacturing such structures with these roof elements.
  • this invention Since it is a constant effort to build structures, especially halls, further develop to make them faster and cheaper To be able to manufacture, this invention has set itself the task to create an improvement here.
  • this object is achieved with a roof element for Prefabricated building solved by a load-bearing Structure on which a finished roof panel is attached, marked is.
  • the invention provides a roof element in which a finished roof panel is already attached to a supporting structure is, so that after attaching the roof element on the Wall no longer required any finishing or sealing work are.
  • Preferred embodiments of the roof element are the subject of Subclaims 2 to 10.
  • the wall elements ideally completely prefabricated so that no rework more are needed on the wall elements.
  • Manufacture on this Wall elements become the roof element according to the invention described at the beginning placed.
  • such a structure then consists of a Row of elements attached to each other, so that halls or buildings almost any length by stringing together the required Number of elements can be made.
  • connection area of the roof elements with the Wall elements mounting plates are provided between individual interconnected elements, and that the elements with the mounting plates, preferably connected by screws are the load-bearing parts of the roof and wall elements as well as the Assert mounting plates.
  • Any other type of connection such as Riveting or welding can also be used.
  • halls for example halls or hall sections of 1000 m 2
  • feed construction method can be produced in a single working day in a very short time using the “feed construction method”.
  • FIG. 1 shows a first embodiment of an inventive device Hall during manufacture
  • Fig. 2 shows a second embodiment
  • Fig. 3 shows the supporting structure of the hall of Fig. 2 with removed 4 a wall element on an enlarged scale
  • 5 shows the supporting structure of a flat roof element
  • FIG. 6 a gable roof element composed of two flat roof elements
  • 7 shows a cross section through a roof element
  • FIG. 8 shows the connection area adjacent roof tiles in detail
  • Fig. 9 the connection area between a wall element and a foundation in detail.
  • Fig. 1 a hall is shown during its construction, the from a series of juxtaposed and interconnected Roof elements 1 and wall elements 2 exist.
  • the roof elements 1 and the wall elements 2 are designed so that they are self-supporting and are finished, so that after their connection no more Reworking, especially sealing, is more necessary.
  • the production takes place in such a way that initially two opposite, self-supporting wall elements 2 set up and with a foundation 19th or the like. get connected. Then a roof element 1 is placed and connected to the wall elements 2. Then two next to it further opposite wall elements 2 set up and on this in turn a roof element 1 is placed on which the roof and wall elements are screwed together.
  • this section is the Hall finished and fully resilient.
  • FIG. 2 shows a further embodiment of a hall, in which a flat roof with an inclination of preferably 2 to 5% is provided.
  • the roof elements 3 of Fig. 2 consist essentially from a supporting structure in the form of a framework 4, such as this can be seen in FIGS. 3 and 5.
  • the truss 4 is as is known from top chord 5, bottom chord 6 and vertical bars 7. As shown in FIG. 3, the upper chord rods 5 are over three Cross bars 8 connected together.
  • On this truss 4 is one Roof plate 9 attached, with a single roof plate 9 over can extend the entire width of the truss 4, or as in Fig. 7 is shown, two roof panels 9 side by side the framework 4 are attached.
  • the roof panels 9 are, for example designed as composite panels, with support shell elements on both sides 10, 11 and an insulation core 12.
  • the roof panels 9 are further designed so that they themselves are already completed, i.e. no finishing or sealing need more and can be joined together in such a way that they lie tightly against each other and also in the connection area no post-processing is required.
  • the roof panels 9 are made as already mentioned, from upper and lower support shell elements 10 and 11 and an insulation core 12. Each roof panel 9 instructs a longitudinal edge 20 a projecting rib 22 and on the other longitudinal edge 21 on a projecting area 23 which the rib 22 of the overlaps adjacent roof panel 9.
  • the rib 22 or this enveloping carrier element 10 has a substantially trapezoidal shape Cross-section, with on its flanks or sides 24 and 25 depressions 26 and 27 are provided.
  • the rib 22 overlapping area 23 of the adjacent roof panel 9 has one of the Rib 22 largely corresponding shape and thus longitudinal Projections 28 and 29 which "snap" into recesses 26 and 27, when the area 23 is placed on the rib 22 or is pushed open.
  • this locking connection creates a very good positive locking, which is a further connection or attachment dispensable and on the other hand largely waterproof Connection.
  • the rib 22 also has on its top still a groove 30 in which the water collect and drain can.
  • a head 31 of a screw 32 can also be located in this groove 30 be recorded by the overlapping area 23 in front of the outside Influences is protected and is also not visible, which has an advantageous optical effect.
  • roof panel 9 from below Fig. 8 not shown supporting structure, e.g. to screw tight, causing no screw heads in the groove 30 or the like. available.
  • This form of connecting neighboring Roof panels are not limited to the roof elements according to the invention, but can also be used for any other shape or Types of use of roof panels or roof elements are used.
  • connection shown in Fig. 8 not only has the advantage on that it is easier and faster to assemble, since only on one A screw connection is required along the length of each roof panel, and that they have a very simple and good protection against intrusion of Water and wind offers, but also that temperature-related changes in length the roof panels 9 transversely to their longitudinal extent without problems through the elastic connection area with the neighboring plate in the form of the projecting or overlapping area 23 without any problems can be included so that the sealing problems that occur when screwing on both sides, omitted.
  • a gable roof as shown in Fig. 1, are made should, two flat roof elements 3 can be assembled according to the invention as shown by way of example in FIG. 6.
  • statically loadable roof element 1 the upper chord rods 5 are firmly connected to each other at the front and the Lower chord rods 6 by means of a further tension rod 13.
  • the roof plates 9 are attached to each other so that a dense structure is obtained.
  • the self-supporting wall elements 2, as shown in FIG. 4 and in particular 3 show a load-bearing substructure vertical U-profile uprights 14, which cross struts 15 together are connected. There are wall panels on this substructure 16 attached, in which windows 17 or doors or the like. can be provided.
  • Fig. 9 is a preferred embodiment of the connection of the Wall plates 2 shown with a foundation 19.
  • the wall plate 2 has in this embodiment at its lower edge Substructure on a C-shaped profile 33, one leg aligned with the outside of the foundation. On the substructure is also attached to a wall plate 34 which over the Profile 33 protrudes and overlaps with the foundation 19.
  • a rail 35 is embedded, which is a dovetail-shaped Groove in the foundation 19 forms.
  • Hammer head screws 36 rotatably fastened in the rail 35 intervention. If a wall element 2 is placed on the foundation 19, are the hammer head screws 36 in the "open" position, in which there is no fixed connection to the rail 35, the Hammer head screws 36 but engage in the rail 35. The wall element 2 is therefore in the longitudinal direction of the rail 35 or the foundation 19 displaceable until there is another wall element 2, with which it is to be connected. Then the hammer head screws 36 rotated so that a firm clamp connection between hammer head screw 36, profile rail 35 and profile 33 the substructure of the wall element 2 is made.
  • connection between wall element 2 and foundation 19th enables a very quick arrangement and connection of wall elements 2 with the foundation 19 and the adjacent wall elements 2, such as will be described further below.
  • mounting plates 18 are provided. These mounting plates extend between adjacent vertical uprights 14, and top chord rods 5. To connect the mounting plates 18 with the Vertical uprights 14 and the upper chord rods 5, screws are used, the one hand by the mounting plate 18 and the one another adjacent top chord 5 and on the other hand through the mounting plates 18 and the adjacent vertical upright 14 protrude.
  • substructure of the wall elements and the load-bearing Structure of the roof elements is preferably used in lightweight profiles, which bring significant weight savings and also are available in a galvanized or preserved condition, so that post-treatment can be omitted.
EP02450129A 2001-05-25 2002-05-27 Elément de toiture, bâtiment et procédé pour construire un tel bâtiment Withdrawn EP1260644A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT4322001U 2001-05-25
AT0043201U AT4552U3 (de) 2001-05-25 2001-05-25 Dachelement, bauwerk und verfahren zum herstellen eines derartigen bauwerkes

Publications (2)

Publication Number Publication Date
EP1260644A2 true EP1260644A2 (fr) 2002-11-27
EP1260644A3 EP1260644A3 (fr) 2004-02-18

Family

ID=3490438

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02450129A Withdrawn EP1260644A3 (fr) 2001-05-25 2002-05-27 Elément de toiture, bâtiment et procédé pour construire un tel bâtiment

Country Status (2)

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EP (1) EP1260644A3 (fr)
AT (1) AT4552U3 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1619320A3 (fr) * 2004-07-21 2006-11-22 Fischer Profil GmbH Elément de couverture de toit
WO2010005408A1 (fr) * 2008-07-08 2010-01-14 Almetsan Yapi Elemanlari Sanayi Ve Ticaret Limited Sirketi Panneau de toiture à rail présentant un chevauchement traditionnel
ITTO20110662A1 (it) * 2011-07-22 2013-01-23 Isolpack S P A Procedimento ed impianto per la produzione di pannelli isolanti prefabbricati per la copertura di edifici

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1482182A (fr) * 1966-04-14 1967-05-26 Applic Ind Des Resines De Synt Toiture monobloc préfabriquée constituée d'éléments interchangeables assemblés
DE2108312A1 (de) * 1971-02-22 1972-10-12 Borsdorf, Heinz, Dipl Ing , 3501 Zierenberg Verfahren der Herstellung freitragender Leichtbauelemente fur Dachflachen
US4272930A (en) * 1975-11-04 1981-06-16 Roy H. Smith, Jr. Modular housing system
GB2283084A (en) * 1993-09-03 1995-04-26 Kingspan Res & Dev Ltd A thermally insulated cladding system
US5509242A (en) * 1994-04-04 1996-04-23 American International Homes Limited Structural insulated building panel system
WO1996035028A1 (fr) * 1995-05-05 1996-11-07 Metecno S.P.A. Panneau composite d'isolation thermique a nervures profondes
WO2000053859A1 (fr) * 1999-03-10 2000-09-14 Oy Addax Ab Procede et agencement pour assemblage de toiture

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3802134A (en) * 1972-12-26 1974-04-09 R Mccorvey Building of telescoping and interlocking parts
US4349996A (en) * 1980-04-24 1982-09-21 Armco Inc. Integrated roof system
US4551957A (en) * 1983-05-23 1985-11-12 Madray Herbert R Building construction
SE8303185D0 (sv) * 1983-06-06 1983-06-06 Fjeldhammer Brug As Anordning vid sadeltak
AT389727B (de) * 1987-02-18 1990-01-25 Rauch Alfred Fertigdachkonstruktion mit grossdachelementen
SE462569B (sv) * 1988-12-01 1990-07-16 Gunnar Serneblad Anordning vid husbyggnadsstommar

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1482182A (fr) * 1966-04-14 1967-05-26 Applic Ind Des Resines De Synt Toiture monobloc préfabriquée constituée d'éléments interchangeables assemblés
DE2108312A1 (de) * 1971-02-22 1972-10-12 Borsdorf, Heinz, Dipl Ing , 3501 Zierenberg Verfahren der Herstellung freitragender Leichtbauelemente fur Dachflachen
US4272930A (en) * 1975-11-04 1981-06-16 Roy H. Smith, Jr. Modular housing system
GB2283084A (en) * 1993-09-03 1995-04-26 Kingspan Res & Dev Ltd A thermally insulated cladding system
US5509242A (en) * 1994-04-04 1996-04-23 American International Homes Limited Structural insulated building panel system
WO1996035028A1 (fr) * 1995-05-05 1996-11-07 Metecno S.P.A. Panneau composite d'isolation thermique a nervures profondes
WO2000053859A1 (fr) * 1999-03-10 2000-09-14 Oy Addax Ab Procede et agencement pour assemblage de toiture

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1619320A3 (fr) * 2004-07-21 2006-11-22 Fischer Profil GmbH Elément de couverture de toit
WO2010005408A1 (fr) * 2008-07-08 2010-01-14 Almetsan Yapi Elemanlari Sanayi Ve Ticaret Limited Sirketi Panneau de toiture à rail présentant un chevauchement traditionnel
ITTO20110662A1 (it) * 2011-07-22 2013-01-23 Isolpack S P A Procedimento ed impianto per la produzione di pannelli isolanti prefabbricati per la copertura di edifici
EP2548673A1 (fr) * 2011-07-22 2013-01-23 Isolpack S.p.A. Procédé et installation pour la production de panneaux isolants préfabriqués pour toitures de bâtiments

Also Published As

Publication number Publication date
EP1260644A3 (fr) 2004-02-18
AT4552U3 (de) 2002-06-25
AT4552U2 (de) 2001-08-27

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