EP0752506B1 - Dachtafel für geneigte Dächer - Google Patents
Dachtafel für geneigte Dächer Download PDFInfo
- Publication number
- EP0752506B1 EP0752506B1 EP96108306A EP96108306A EP0752506B1 EP 0752506 B1 EP0752506 B1 EP 0752506B1 EP 96108306 A EP96108306 A EP 96108306A EP 96108306 A EP96108306 A EP 96108306A EP 0752506 B1 EP0752506 B1 EP 0752506B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- ribs
- roofing slab
- fastening elements
- roof
- plate
- 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
Links
Images
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, especially concrete or concrete-like materials, with the roof panel along the roof slope has running ribs made of concrete or concrete-like materials, which are in one piece are connected to the plate and that the ribs facing away from the plate Side fasteners for the roof covering.
- a comparable roof panel is known from EP-A 68 470. Get lost the ribs not only in the direction of the roof slope, but also across it, see above that they are a grid of numerous side by side and one above the other Form recesses. In these recesses, solar energy-absorbing facilities built-in. To fix the roof covering is the known one Provide roof panel on the outside with integrally formed elevations, on which the roof tiles are placed directly.
- FR-A 1 028 419 provides prefabricated concrete beams with a T-shape Cross section known for floors and walls. These T-beams show in Reinforcement bars protruding lengthways and crossways so that they are on the Construction site hooked up with corresponding neighboring T-beams and then through Mortar can be joined together. The ribs projecting upwards can be provided with a screed, which is used to hold parquet boards serves.
- a roof panel is known from EP-A 494 612, which consists of a flat Plate exists.
- This plate is arranged by numerous parallel to each other and reinforcing lattice girders running along the roof slope, the Lattice girders are concreted in only with their lower flange and otherwise upwards protrude.
- Fastening elements are arranged on the top chord of the lattice girders, on which the roof battens are mounted.
- the part of the protruding from the plate Reinforcement is made of stainless steel or is with an anti-corrosion agent coated.
- the present invention has for its object to provide a roof panel, which are compared to the last described prior art by cheaper Excellent use of materials.
- the fasteners can also be held by positive locking on the ribs, for example by the ribs protrusions or local depressions have the corresponding counter surfaces of the fasteners correspond. This can do that Weight of the roof covering directly into the roof panel be initiated and the pins, screw nails or The like only need shear forces to take up by wind pressure.
- the side member Wood, but also plastic, pressed rock wool or another material into consideration, only It should be noted that it has poor thermal conductivity should. For this reason, it can also be useful the side member is not large on the rib of the To let the roof panel rest, but only locally connect several places with the rib, if necessary with the interposition of insulating material. Furthermore the plate will be covered with insulating material covered like this with the previously known Roof panel is the case. Expediently extends the insulation material now not only up to one Partial height of the upward reinforcement, but above these extend at least to the top of the ribs, possibly even up to the height of the fasteners.
- the reinforcement itself can be implemented in different ways his. Generally you will be in the field of Provide a mesh panel while in the ribs Lattice girders, reinforcement cages or just straight continuous bars are used. It is there also within the scope of the invention, with a prestressed Reinforcement work.
- the roof panel consists of a concrete slab 1, which has several, mutually parallel, upwardly projecting ribs 2 having.
- the ribs 2 are directly on the plate 1 concreted and preferably have an approximately trapezoidal shape Cross-section, tapering upwards; other cross-sectional shapes are also a matter of course possible.
- the roof panel is in accordance with the static requirements reinforced, in the area of plate 1 by a reinforcement 3a, in the area of the ribs 2 by a Reinforcement 3b.
- the reinforcement 3a usually consists of one Mesh mat, but at least it has to cross some of the Have ribs 2 extending rods.
- the reinforcement 3b extends largely across the height of the ribs and has lower and upper chords so that the roof panel has enough Flexural rigidity is maintained. It can be from one Lattice girders or individually arranged reinforcement bars exist, which will be discussed later.
- fasteners 4 are arranged on which with interposition of cross members 5, the roof covering, not shown, mostly brick, is hung.
- the fasteners 4 consist of elongated strips, lying flat on the top of the ribs 2 and extend throughout the entire length of the Roof panel. They correspond to the conventional rafters and thus allow the roofer the cross beams 5 in Shape of the usual roof battens in the desired grid spacing to nail on the strips 4.
- the fasteners 4 generally consist of Wooden strips and can be directly through protruding pins 4a connected to the ribs 2 when casting the roof panel become. However, it is also possible to use the fasteners 4 with the interposition of insulating bodies to attach to the ribs 2.
- the space between the individual ribs 2 is filled with insulating material 6. It extends to almost to the top of the fasteners 4.
- the top of the roof panel is covered by a Unterspannbahn 7 covered at the top of the Ribs 2, but conveniently at the top of the Fasteners 4 is fixed.
- Figure 1 shows the support of the roof panel an attic or false ceiling 10.
- the blanket 10 carries a support shoe 11 which concreted and / or with the reinforcement of the ceiling 10 connected is. He protrudes into one with his lead corresponding recess 12 in the plate 1 of the roof panel and holds the latter by one into the named Recessed concrete stop surface 13.
- the stop surface 13 is useful with the Reinforcement of the plate 1 connected to the locally introduced Distribute holding power in the roof panel.
- Figure 4 shows various reinforcement options for the ribs 2. comes with a prestressed reinforcement worked, two or three arranged one above the other are sufficient, straight reinforcement bars, like this is shown in Figures 4a and 4b. At saggy The usual lattice girders are recommended for reinforcement, approximately according to FIG. 2 or reinforcement cages approximately according to Figure 4c.
- the width of the roof panels is preferably between 2.4 m to 3 m, their length between 8 m to 12 m.
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)
Description
- Figur 1
- einen Vertikalschnitt der Dachtafel entlang ihrer Rippe;
- Figur 2
- einen Querschnitt durch die Dachtafel gemäß Figur 1;
- Figur 3
- eine Draufsicht auf die Dachtafel;
- Figur 4
- Rippenquerschnitte für unterschiedliche Bewehrungsvarianten.
Claims (7)
- Dachtafel für geneigte Dächer, die aus einer selbsttragenden, bewehrten Platte (1) aus aushärtbarem Material, insbesondere Beton oder betonähnlichen Stoffen, besteht, wobei die Dachtafel entlang dem Dachgefälle verlaufende Rippen (2) aus Beton oder betonähnlichen Stoffen aufweist, die einstückig mit der Platte (1) verbunden sind, und wobei die Rippen (2) an ihrer der Platte (1) abgewandten Seite Befestigungselemente (4) für eine Dacheindeckung aufweisen,
dadurch gekennzeichnet, dass die Bewehrung (3b) der Platte in den Rippen (2) aus Ober- und Untergurten besteht, die entlang dem Dachgefälle verlaufen und von den Rippen (2) allseits umgeben sind und dass die Befestigungselemente (4) aus entlang dem Dachgefälle verlaufenden Längsträgern bestehen, die durch Stifte (4a) oder Schraubnägel in die Rippen (2) einbetoniert sind. - Dachtafel nach Anspruch 1,
dadurch gekennzeichnet, dass die Befestigungselemente (4) zusätzlich durch Formschluss an den Rippen (2) gehalten sind. - Dachtafel nach Anspruch 1,
dadurch gekennzeichnet, dass die Befestigungselemente (4) aus Holz, Kunststoff, gepresster Steinwolle oder einem anderen schlecht wärmeleitenden Werkstoff bestehen. - Dachtafel nach Anspruch 1,
dadurch gekennzeichnet, dass die Befestigungselemente (4) unter Zwischenlage von Isolierkörpern an den Rippen (2) befestigt sind. - Dachtafel nach Anspruch 1, dadurch gekennzeichnet, daß auf den Platten (1) Isoliermaterial (6) angeordnet ist,
das sich zumindest bis zur Oberseite der Rippen (2), vorzugsweise bis etwa zur Höhe der Befestigungselemente (4), erstreckt. - Dachtafel nach Anspruch 1,
dadurch gekennzeichnet, dass die Befestigungselemente (4) an ihrer Oberseite durch eine Unterspannbahn (7) abgedeckt sind, die sich nahezu über die gesamte Dachtafel erstreckt. - Dachtafel nach Anspruch 1,
dadurch gekennzeichnet, dass die Bewehrung (3a, 3b) vorgespannt ist.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19523673 | 1995-07-03 | ||
DE19523673A DE19523673A1 (de) | 1995-07-03 | 1995-07-03 | Dachtafel für geneigte Dächer |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0752506A1 EP0752506A1 (de) | 1997-01-08 |
EP0752506B1 true EP0752506B1 (de) | 2002-03-27 |
Family
ID=7765565
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP96108306A Expired - Lifetime EP0752506B1 (de) | 1995-07-03 | 1996-05-24 | Dachtafel für geneigte Dächer |
Country Status (5)
Country | Link |
---|---|
US (1) | US5794386A (de) |
EP (1) | EP0752506B1 (de) |
CN (1) | CN1143710A (de) |
AT (1) | ATE215160T1 (de) |
DE (2) | DE19523673A1 (de) |
Families Citing this family (29)
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 |
DE19743846C2 (de) * | 1997-10-04 | 2000-09-21 | Peter Maack | Sattel- oder Krüppelwalmdach |
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 (de) * | 2000-11-13 | 2002-05-22 | Pumila-Consultadoria e Servicios Ltda. | Schalung für eine Betonwand die auch als Bewehrung wirkt |
DE20021207U1 (de) * | 2000-12-14 | 2002-01-03 | Maack, Peter, Dr.-Ing., 21376 Salzhausen | Dachgeschoss eines Gebäudes mit einem Massivdach |
DE20314252U1 (de) | 2003-09-11 | 2003-11-20 | HVG-Haaß Vertriebsgesellschaft für Bauelemente mbH, 64331 Weiterstadt | Bauelement für eine Dachkonstruktion |
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 |
US8397467B2 (en) * | 2008-12-31 | 2013-03-19 | The Spancrete Group, Inc. | Methods and apparatus for concrete panel connections |
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 |
US8132388B2 (en) * | 2008-12-31 | 2012-03-13 | The Spancrete Group, Inc. | Modular concrete building |
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 (en) | 2011-12-29 | 2013-07-04 | Haddock Dustin M M | Mounting device for nail strip panels |
WO2018023016A1 (en) | 2016-07-29 | 2018-02-01 | Haddock Dustin M M | Trapezoidal rib mounting bracket with flexible legs |
US10376014B2 (en) | 2016-09-06 | 2019-08-13 | CleatGuard LLC | Shoe cover with bistable latch |
US10640980B2 (en) | 2016-10-31 | 2020-05-05 | Rmh Tech Llc | Metal panel electrical bonding clip |
EP3695171B1 (de) | 2017-10-09 | 2023-11-29 | RMH Tech LLC | Schienenanordnung mit umkehrbarem seitenmontageadapter für anwendungen zur direkten und indirekten montage |
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 |
AU2019397167B2 (en) | 2018-12-14 | 2023-04-06 | Rmh Tech Llc | Mounting device for nail strip panels |
AU2021239839A1 (en) | 2020-03-16 | 2022-10-06 | Rmh Tech Llc | Mounting device for a metal roof |
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 |
Family Cites Families (26)
Publication number | Priority date | Publication date | Assignee | Title |
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US633285A (en) * | 1898-11-10 | 1899-09-19 | D E Garrison Sr | Fireproof-floor construction. |
US707924A (en) * | 1902-05-22 | 1902-08-26 | Francois Hennebique | Ceiling structure composed of beton and iron. |
US1547012A (en) * | 1923-07-30 | 1925-07-21 | Arnn Albert | Building construction |
FR600939A (fr) * | 1924-10-25 | 1926-02-18 | Système de double toiture | |
US1796476A (en) * | 1927-03-11 | 1931-03-17 | Oscar A Pedersen | Roof construction |
FR690706A (fr) * | 1930-02-26 | 1930-09-25 | élément de construction transportable | |
US1897327A (en) * | 1930-07-07 | 1933-02-14 | Edward M Olson | Roof structure |
DE802183C (de) * | 1949-03-03 | 1951-02-05 | Franz Dr-Ing Hoeland | Dachlattenrahmen aus Stahlbeton |
FR1028419A (fr) * | 1950-11-27 | 1953-05-22 | Poutrelle préfabriquée en béton armé pour planchers et murs, et moule pour sa fabrication | |
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 |
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 | |
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 |
GB1284402A (en) * | 1968-08-06 | 1972-08-09 | Rheinbau Gmbh | Improvements in and relating to building constructions |
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 |
NL8301976A (nl) * | 1983-06-03 | 1985-01-02 | Heembeton Bv | Uit beton vervaardigd dakelement. |
CA2012600A1 (en) * | 1989-04-10 | 1990-10-10 | Bruce Harrington | Wall units for constructing buildings |
DE4025639C2 (de) * | 1990-08-13 | 1995-07-13 | Manfred Woschko | Dachtraggerüst-Fertigbauteil |
DE4100623A1 (de) * | 1991-01-11 | 1992-07-16 | Sueba Coop Bauforschung | Dachtafel fuer geneigte daecher |
FR2702236B1 (fr) * | 1993-03-03 | 1995-08-04 | Gauthier Daniel | Element de construction composite bois-beton. |
US5570555A (en) * | 1995-01-19 | 1996-11-05 | Ferguson; Gary | Double batted roof structure |
-
1995
- 1995-07-03 DE DE19523673A patent/DE19523673A1/de not_active Withdrawn
-
1996
- 1996-05-24 DE DE59608939T patent/DE59608939D1/de not_active Expired - Fee Related
- 1996-05-24 AT AT96108306T patent/ATE215160T1/de not_active IP Right Cessation
- 1996-05-24 EP EP96108306A patent/EP0752506B1/de not_active Expired - Lifetime
- 1996-07-01 CN CN96108573A patent/CN1143710A/zh active Pending
- 1996-07-02 US US08/674,410 patent/US5794386A/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
DE59608939D1 (de) | 2002-05-02 |
EP0752506A1 (de) | 1997-01-08 |
US5794386A (en) | 1998-08-18 |
CN1143710A (zh) | 1997-02-26 |
DE19523673A1 (de) | 1997-01-09 |
ATE215160T1 (de) | 2002-04-15 |
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