EP0752506A1 - Plaque de toiture pour toits inclinés - Google Patents

Plaque de toiture pour toits inclinés Download PDF

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Publication number
EP0752506A1
EP0752506A1 EP96108306A EP96108306A EP0752506A1 EP 0752506 A1 EP0752506 A1 EP 0752506A1 EP 96108306 A EP96108306 A EP 96108306A EP 96108306 A EP96108306 A EP 96108306A EP 0752506 A1 EP0752506 A1 EP 0752506A1
Authority
EP
European Patent Office
Prior art keywords
roof panel
ribs
roof
fastening elements
panel according
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.)
Granted
Application number
EP96108306A
Other languages
German (de)
English (en)
Other versions
EP0752506B1 (fr
Inventor
Udo Paul Klein
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.)
Sueba-Cooperation Gesellschaft fur Bauforschung Bauentwicklung und Franchising Mbh
Original Assignee
Sueba-Cooperation Gesellschaft fur Bauforschung Bauentwicklung und Franchising Mbh
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Filing date
Publication date
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Application filed by Sueba-Cooperation Gesellschaft fur Bauforschung Bauentwicklung und Franchising Mbh filed Critical Sueba-Cooperation Gesellschaft fur Bauforschung Bauentwicklung und Franchising Mbh
Publication of EP0752506A1 publication Critical patent/EP0752506A1/fr
Application granted granted Critical
Publication of EP0752506B1 publication Critical patent/EP0752506B1/fr
Anticipated expiration legal-status Critical
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Classifications

    • 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
    • E04B7/04—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
    • 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
    • E04B7/20—Roofs consisting of self-supporting slabs, e.g. able to be loaded
    • E04B7/22—Roofs consisting of self-supporting slabs, e.g. able to be loaded the slabs having insulating properties, e.g. laminated with layers of insulating material
    • 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
    • E04B7/20—Roofs consisting of self-supporting slabs, e.g. able to be loaded
    • E04B7/22—Roofs consisting of self-supporting slabs, e.g. able to be loaded the slabs having insulating properties, e.g. laminated with layers of insulating material
    • E04B7/225—Roofs consisting of self-supporting slabs, e.g. able to be loaded the slabs having insulating properties, e.g. laminated with layers of insulating material the slabs having non-structural supports for roofing materials

Definitions

  • the invention relates to a roof panel for pitched roofs, which consists of a self-supporting, reinforced plate made of hardenable material, in particular concrete or concrete-like materials, the reinforcement above the plate having bars running along the roof slope, in the vicinity of which fastening elements are arranged, on which the Roof covering, especially with the interposition of cross beams, is to be fastened.
  • Such a roof panel is known from EP-A 494 612.
  • the part of the reinforcement protruding from the slab and running along the roof slope is made of stainless steel or is coated with a corrosion protection.
  • the object of the present invention is to provide equivalent designs for this which are more flexible with regard to the use of materials.
  • the roof panel has ribs made of concrete or concrete-like materials running along the roof slope, the are integrally connected to the plate and in their interior accommodate the reinforcing bars extending above the plate and encase them on all sides and that the ribs on their top facing away from the plate have the fastening elements for the roof covering.
  • Reinforced ribbed concrete slabs have long been known. However, they only function as ceiling or wall panels, have no special orientation of the ribs to the roof slope and therefore do not use the ribs as a support for a roof covering.
  • the fastening elements for the roof covering can be connected directly to the reinforcement parts running above the slab, whereby they protrude from the ribs as far as is necessary for the assembly of the roof covering, in particular the cross members carrying the roof covering. In general, however, it is recommended that the fastening elements be carried only or at least mainly by the ribs. It is particularly favorable here, the fasteners using the above pins, screw nails or concreting the like into the ribs.
  • the fastening elements can also be held on the ribs by positive locking, for example in that the ribs have projections or local depressions which correspond to corresponding counter surfaces of the fastening elements. As a result, the weight of the roof covering can be introduced directly into the roof panel and the pins, screw nails or the like only need to absorb lateral forces, for example due to wind pressure.
  • fastening elements There are different options for the design of the fastening elements. It is particularly favorable if they consist of continuous longitudinal beams which run along the roof slope. The roofer then has the option of attaching the battens at any grid spacing and in a conventional manner on the side members.
  • Wood is primarily used as the material for the side members, but also plastic, pressed rock wool or another material, but it should only be noted that it should be poorly heat-conducting. For this reason, it may also be expedient not to allow the longitudinal beam to rest on the rib of the roof panel over a large area, but rather to connect it locally to the rib at several points, possibly with the interposition of insulating material. Otherwise, the plate is covered with insulating material over a large area, as is already the case with the previously known roof panel.
  • the insulating material expediently now extends not only to one Partial height of the upward-facing reinforcement, but beyond this up to at least the top of the ribs, possibly even up to the height of the fastening elements.
  • the reinforcement itself can be designed in different ways. In general, a mesh fabric will be provided in the area of the slab, while lattice girders, reinforcement cages or simply straight bars are used in the ribs. It is also within the scope of the invention to work with prestressed reinforcement.
  • the roof panel consists of a concrete slab 1, the top of which several, has mutually parallel, upwardly projecting ribs 2.
  • the ribs 2 are concreted directly onto the plate 1 and preferably have an approximately trapezoidal cross section, tapering upwards; other cross-sectional shapes are of course also possible.
  • the roof panel is reinforced according to the structural requirements, specifically in the area of the plate 1 by means of reinforcement 3a, in the area of the ribs 2 by means of reinforcement 3b.
  • the reinforcement 3a usually consists of a mesh mat, but at least it must have some bars running transversely to the ribs 2.
  • the reinforcement 3b extends largely over the height of the ribs and has lower and upper chords so that the roof panel is given sufficient flexural rigidity. It can consist of a lattice girder or individually arranged reinforcing bars, which will be discussed later.
  • fastening elements 4 are arranged on the ribs 2, which are oriented in the direction of the roof slope, on which the roof covering, not shown, usually brick, is hung with the interposition of cross members 5.
  • the fastening elements 4 consist of elongated strips, lie flat on the top of the ribs 2 and extend continuously over the entire length of the roof panel. They correspond to the conventional rafters and thus allow the roofer to nail the cross members 5 in the form of the usual roof battens to the strips 4 in the desired grid spacing.
  • the fastening elements 4 generally consist of wooden strips and can be connected directly to the ribs 2 by projecting pins 4a when the roof panel is cast. However, it is also possible to fasten the fastening elements 4 to the ribs 2 with the interposition of insulating bodies.
  • the space between the individual ribs 2 is filled with insulating material 6. It extends almost to the top of the fastening elements 4.
  • the top of the roof panel is covered by an underlayment 7, which is fixed to the top of the ribs 2, but expediently to the top of the fastening elements 4.
  • Figure 1 also shows the support of the roof panel on a top floor or false ceiling 10.
  • the ceiling 10 carries a support shoe 11, which is concreted in and / or connected to the reinforcement of the ceiling 10. It protrudes with its projection into a corresponding recess 12 in the plate 1 of the roof panel and holds the latter by means of a metallic stop surface 13 concreted into the mentioned recess.
  • the stop surface 13 is expediently connected to the reinforcement of the plate 1 in order to reduce the locally introduced holding force to distribute the roof panel.
  • FIG. 1 it can be seen in FIG. 1 how the individual roof battens 5 are nailed onto the fastening elements 4, for example in the form of wooden rafters, in the desired grid dimension.
  • FIG. 4 shows different reinforcement options for the ribs 2. If a prestressed reinforcement is used, two or three straight reinforcement bars arranged one above the other are sufficient, as shown in FIGS. 4a and 4b. If the reinforcement is flaccid, the usual lattice girders are recommended, e.g. according to FIG.
  • the width of the roof panels is preferably between 2.4 m and 3 m, their length between 8 m and 12 m.
  • the advantage of the roof panel according to the invention is that no corrosion protection measures are necessary for the above-mentioned reinforcement, which was previously known, and that the concrete ribs can be matched to the usual spacing of the rafters and thus an ideal basis for accommodating the Form fastening elements for the roof covering.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Body Structure For Vehicles (AREA)
EP96108306A 1995-07-03 1996-05-24 Plaque de toiture pour toits inclinés Expired - Lifetime EP0752506B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19523673A DE19523673A1 (de) 1995-07-03 1995-07-03 Dachtafel für geneigte Dächer
DE19523673 1995-07-03

Publications (2)

Publication Number Publication Date
EP0752506A1 true EP0752506A1 (fr) 1997-01-08
EP0752506B1 EP0752506B1 (fr) 2002-03-27

Family

ID=7765565

Family Applications (1)

Application Number Title Priority Date Filing Date
EP96108306A Expired - Lifetime EP0752506B1 (fr) 1995-07-03 1996-05-24 Plaque de toiture pour toits inclinés

Country Status (5)

Country Link
US (1) US5794386A (fr)
EP (1) EP0752506B1 (fr)
CN (1) CN1143710A (fr)
AT (1) ATE215160T1 (fr)
DE (2) DE19523673A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999018301A1 (fr) * 1997-10-04 1999-04-15 Peter Maack Toit en batiere ou en croupe

Families Citing this family (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29606692U1 (de) * 1996-04-12 1996-11-07 Weinrich, Hermann, 34128 Kassel Wärmedämm-Dachelement für geneigte Dächer in Niedrig- und Passivhäusern
JP4707786B2 (ja) 1998-05-07 2011-06-22 トヨタ自動車株式会社 燃料電池用ガスセパレータの製造方法
US8661742B1 (en) * 2000-02-18 2014-03-04 Christopher M. Hunt Moisture and runoff removal system
SI20758A (sl) * 2000-11-08 2002-06-30 �Ircelj, D.O.O. Izolacija poševnih strešnih konstrukcij za doseganje optimalne toplotne stabilnosti in hkrati nosilne podlage
EP1207240A1 (fr) * 2000-11-13 2002-05-22 Pumila-Consultadoria e Servicios Ltda. Mur en beton avec coffrage servant aussi d'armature
DE20021207U1 (de) * 2000-12-14 2002-01-03 Maack Peter Dachgeschoss eines Gebäudes mit einem Massivdach
BRMU8402471Y1 (pt) * 2004-10-18 2014-10-21 Mvc Componentes Plasticos Ltda Disposição construtiva aplicada em edificações
US20080060283A1 (en) * 2006-09-13 2008-03-13 Michael Aranda Concrete eave system
US20080066395A1 (en) * 2006-09-20 2008-03-20 Michael Aranda Sloped concrete roof and eave system
US8132388B2 (en) * 2008-12-31 2012-03-13 The Spancrete Group, Inc. Modular concrete building
US8490363B2 (en) 2008-12-31 2013-07-23 The Spancrete Group, Inc. Modular concrete building
US8763317B2 (en) * 2008-12-31 2014-07-01 The Spancrete Group, Inc. Concrete roof panel
US8397467B2 (en) * 2008-12-31 2013-03-19 The Spancrete Group, Inc. Methods and apparatus for concrete panel connections
DE202010000293U1 (de) * 2009-10-09 2010-05-20 Galaxy-Energy Gmbh Solardachanordnung
US10054336B2 (en) 2010-03-03 2018-08-21 Robert M. M. Haddock Photovoltaic module mounting assembly
US9611652B2 (en) 2011-02-25 2017-04-04 Dustin M. M. Haddock Mounting device for building surfaces having elongated mounting slot
WO2013101597A1 (fr) 2011-12-29 2013-07-04 Haddock Dustin M M Dispositif de montage pour panneaux à joints debout
AU2017302659B2 (en) 2016-07-29 2020-07-16 Rmh Tech Llc Trapezoidal rib mounting bracket with flexible legs
US10376014B2 (en) 2016-09-06 2019-08-13 CleatGuard LLC Shoe cover with bistable latch
WO2018081722A1 (fr) 2016-10-31 2018-05-03 Haddock Dustin M M Pince de liaison électrique de panneaux métalliques
NZ764108A (en) 2017-10-09 2022-08-26 Rmh Tech Llc Rail assembly attachable to a building surface
CN108405288A (zh) * 2018-01-24 2018-08-17 河南工程学院 一种防水型园林景观用屋顶涂料的施工方法
CR20200491A (es) 2018-03-21 2021-05-21 Rmh Tech Llc Ensamble de montaje de modulo pv con acomodo de fijación y montaje vertical
EP3894760A4 (fr) 2018-12-14 2022-09-07 RMH Tech LLC Dispositif de montage pour des panneaux de bande de clous
WO2021188444A1 (fr) 2020-03-16 2021-09-23 Rmh Tech Llc Dispositif de montage d'un toit métallique
US11041310B1 (en) 2020-03-17 2021-06-22 Rmh Tech Llc Mounting device for controlling uplift of a metal roof
CN113216493A (zh) * 2021-05-28 2021-08-06 漯河市临颍联通水泥制品有限公司 一种超高性能混凝土轻质屋面板

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR690706A (fr) * 1930-02-26 1930-09-25 élément de construction transportable
FR1028419A (fr) * 1950-11-27 1953-05-22 Poutrelle préfabriquée en béton armé pour planchers et murs, et moule pour sa fabrication
FR1215229A (fr) * 1958-11-12 1960-04-15 Plancher préfabriqué en béton précontraint
FR1385621A (fr) * 1963-12-06 1965-01-15 Perfectionnements apportés aux éléments préfabriqués pour planchers en béton et planchers obtenus par leur utilisation
GB1284402A (en) * 1968-08-06 1972-08-09 Rheinbau Gmbh Improvements in and relating to building constructions
EP0128613A1 (fr) * 1983-06-03 1984-12-19 Heembeton B.V. Elément de toiture en béton
EP0494612A1 (fr) * 1991-01-11 1992-07-15 SÜBA-Cooperation Gesellschaft für Bauforschung, Bauentwicklung und Franchising mbH Plaque de toiture pour toits inclinés

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DE802183C (de) * 1949-03-03 1951-02-05 Franz Dr-Ing Hoeland Dachlattenrahmen aus Stahlbeton
GB785499A (en) * 1954-09-17 1957-10-30 Folke Fredrik Broden A framing of beams of concrete and a method of manufacturing the said framing
DE1062912B (de) * 1955-02-19 1959-08-06 Hans Schwoerer K G Massivdecke mit Putztraegerleisten
FR1452000A (fr) * 1965-01-20 1966-02-25 Nouveau procédé de construction de toiture de bâtiments par éléments préfabriqués, et produits nouveaux résultant de la mise en oeuvre de ce procédé
US3435581A (en) * 1965-07-09 1969-04-01 Karl Ahlqvist Insulated wall construction for buildings
DE6750158U (de) * 1968-06-25 1969-01-02 Rheinbau Gmbh Stahlbetonplatte zum errichten von decken, waenden und dergleichen
DE2403949A1 (de) * 1973-01-28 1974-10-10 Andersson Karl Axel Bremsvorrichtung fuer fahrzeuge
AT336234B (de) * 1973-08-03 1977-04-25 Stracke Ing Markus Fertigtragwerkselement
DE2405949A1 (de) * 1974-02-08 1975-08-21 Winfried Gros Stahlbetontragwerk, insbesondere deckentragelement und verfahren zu seiner herstellung
CA2012600A1 (fr) * 1989-04-10 1990-10-10 Bruce Harrington Elements muraux utilises pour la construction de batiments
DE4025639C2 (de) * 1990-08-13 1995-07-13 Manfred Woschko Dachtraggerüst-Fertigbauteil
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US5570555A (en) * 1995-01-19 1996-11-05 Ferguson; Gary Double batted roof structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR690706A (fr) * 1930-02-26 1930-09-25 élément de construction transportable
FR1028419A (fr) * 1950-11-27 1953-05-22 Poutrelle préfabriquée en béton armé pour planchers et murs, et moule pour sa fabrication
FR1215229A (fr) * 1958-11-12 1960-04-15 Plancher préfabriqué en béton précontraint
FR1385621A (fr) * 1963-12-06 1965-01-15 Perfectionnements apportés aux éléments préfabriqués pour planchers en béton et planchers obtenus par leur utilisation
GB1284402A (en) * 1968-08-06 1972-08-09 Rheinbau Gmbh Improvements in and relating to building constructions
EP0128613A1 (fr) * 1983-06-03 1984-12-19 Heembeton B.V. Elément de toiture en béton
EP0494612A1 (fr) * 1991-01-11 1992-07-15 SÜBA-Cooperation Gesellschaft für Bauforschung, Bauentwicklung und Franchising mbH Plaque de toiture pour toits inclinés

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999018301A1 (fr) * 1997-10-04 1999-04-15 Peter Maack Toit en batiere ou en croupe
EP1229180A2 (fr) * 1997-10-04 2002-08-07 Peter Dr.-Ing. Maack Toit en batière ou en croupe
EP1229180A3 (fr) * 1997-10-04 2002-08-14 Peter Dr.-Ing. Maack Toit en batière ou en croupe

Also Published As

Publication number Publication date
DE19523673A1 (de) 1997-01-09
EP0752506B1 (fr) 2002-03-27
CN1143710A (zh) 1997-02-26
ATE215160T1 (de) 2002-04-15
DE59608939D1 (de) 2002-05-02
US5794386A (en) 1998-08-18

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