EP1019595B1 - Sattel- oder walmdach - Google Patents
Sattel- oder walmdach Download PDFInfo
- Publication number
- EP1019595B1 EP1019595B1 EP98954324A EP98954324A EP1019595B1 EP 1019595 B1 EP1019595 B1 EP 1019595B1 EP 98954324 A EP98954324 A EP 98954324A EP 98954324 A EP98954324 A EP 98954324A EP 1019595 B1 EP1019595 B1 EP 1019595B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- roof
- slab
- panels
- joining
- piece
- 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
- E04B7/06—Constructions of roof intersections or hipped ends
-
- 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
-
- 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
- E04B7/24—Roofs consisting of self-supporting slabs, e.g. able to be loaded the slabs being collapsible or retractable, e.g. for transport
Definitions
- the invention relates to a saddle or hipped roof made of individual self-supporting Roof panels according to the preamble of claim 1.
- roof panels have a metallic stop surface in the area of their support, which corresponds to a support mounted on the house wall or ceiling.
- a support structure is relatively expensive because it absorbs all the forces of the roof.
- the roof panels are only in the ridge area supported against each other, preferably in an entangled manner.
- a roof is known in which individual concrete slabs that are provided with an internal reinforcement, at the upper ends with each other are connected and are supported on a ridge purlin. Between the ends they rest on reinforced concrete beams, the bearing surfaces of Concrete beams and concrete slabs run parallel to each other. By appropriate The concrete slabs are firmly connected to the concrete beams by wire connected.
- DE-A-3 409 729 A1 describes a transportable prefabricated roof with a molded one Support that is a continuation or extension of the outer walls of the building serve.
- the prefabricated roof is placed on the building.
- the invention has for its object a saddle or hipped roof from individual self-supporting roof panels to create a simplified support enables and can be built with particularly simple means.
- a ridge purlin is provided, which is naturally at the ends to be supported on the gable.
- the self-supporting panels are made with the help of suitable ones Fasteners attached to the ridge purlin, with the Eaves should only be provided with support surfaces arranged parallel to the pane.
- a connection of the roof panels in the ridge area is advisable anyway.
- the connection is made with the ridge purlin, this corresponding Has arrangements so that the panels can be attached.
- corresponding elements can be embedded in the plates of the plates, which take the load of the panels.
- An inventive roof is particularly easy to create and does not require any special construction to form the support points.
- the connecting element is a U- or C-shaped Has profile piece, preferably by means of reinforcement in a plate is embedded that the inside of the profile piece accessible from the inside of the plate is.
- the web of the profile piece is a nut thread Threaded part connected, preferably by welding, and one in the The connector inserted inside the profile piece is fastened by means of screw bolts connected to the profile piece.
- the connector extends with a section in the adjacent profile piece and is in the same way with screwed this so that the adjacent wall panels are screwed together are.
- the threaded part can be on the outside of the web welded cap nut be formed.
- the connector preferably has at least one slot so that an adjustment can be made can be.
- an embodiment of the invention provides a roof in which the upper flange is formed by two round steels welded together is.
- Such lattice girders are manufactured industrially, the lattice material is unwound from rolls. This can also be the case with the two round rods formed upper chord be the case.
- a lattice girder in this way trained the arrangement of special fasteners is unnecessary. Rather, a bar or bar can go directly with the two Round rods are connected by a self-drilling screw or the like between the neighboring rods are screwed in.
- a house 1 is shown schematically, the roof structure of individual Roof panels 2 is composed.
- the roof panels can also be used for a rolled one Roof can be used as shown at 6 for a side roof.
- the Roof panels 2 each extend in one piece from ridge 3 to eaves edge 4 flush next to each other.
- a dormer 5 is attached to one of the roof panels 2 and a secondary roof 6 for an extension. Those at the joints of the dormer and the secondary roof 6 throats 7 and 8 created with the roof panels 2 are not with throat beams executed, as will be explained below.
- the roof panels 2 can be designed in such a way as in EP 0 494 612. They have a base made of concrete, lightweight concrete or a similar material.
- the slab is made with reinforcement several lattice girders arranged in parallel, the lower flange inside the plate runs and is surrounded on all sides by the material of the plate.
- the web of the lattice girder is composed of individual rods, which are preferred are welded to the lower flange at 45 ° and protrude from the plate. An upper chord is welded to the bars.
- FIGS 4 out An embodiment of the roof according to FIG. 1 is shown in more detail in FIGS 4 out.
- the gable roof is formed by self-supporting panels 50, the basic structure is the same as that explained above.
- a ridge purlin 52 which is supported on the gables, extends in the ridge either through the brick or concrete gable or with the help of supports.
- In the plate 54 of the plates 50 there are bars 56 at one edge at intervals concreted, which protrude outwards. They extend through one leg Angle profile 58, which is suitably via a plate on the ridge purlin 52 is attached.
- the legs of the angle profile 58 have openings through which the rods 56 extend through. With the help of wing screws 60 or Similar screws or by welding the rods 56 on attached to the thighs.
- the panels 50 are suspended from the ridge purlin.
- roof panels in the embodiment according to FIG 50 arranged side by side. They are through connecting elements, not shown, i.e. by welding or screwing, fixed in their plane connected to each other in such a way that a rigid self-supporting disc is formed is.
- connecting elements not shown, i.e. by welding or screwing
- a lattice girder is shown as it is used as reinforcement for the above Roof panels can be used. It consists of a lower flange from two parallel rods 120, 122 running at a distance, which in one Concrete slab 124 are embedded, which is not part of a Darge posed roof panel forms. Diagonal bars 126, 128, with the round bars 120, 122 are welded on the outside, extend perpendicularly at an angle to the drawing plane and at an angle in the drawing plane to an upper chord, which consists of two adjacent round rods 130, 132. The order the rods 126, 128 is approximately as shown in EP 0 494 612.
- a wooden beam 134 rests on the bars, which is equipped with self-drilling screws, one of which is attached 136 is shown, is fixed on the round rods 130, 132.
- the self-drilling screw 136 is inserted through a hole in the beam 134 and bores a core hole through the adjoining regions of the round bars 130, 132, into which the thread of the screw then forms.
- the round bars 130, 132 are welded together during the manufacture of the lattice girder.
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)
- Compositions Of Macromolecular Compounds (AREA)
- Solid-Sorbent Or Filter-Aiding Compositions (AREA)
- Artificial Filaments (AREA)
- Joining Of Building Structures In Genera (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Nitrogen Condensed Heterocyclic Rings (AREA)
- Steroid Compounds (AREA)
Description
- Fig. 1
- zeigt schematisch in perspektivischer Ansicht ein mit Dachtafeln bedecktes Haus.
- Fig. 2
- zeigt ein Haus mit einer Ausführungsform eines Daches nach der Erfindung.
- Fig. 3
- zeigt die Vorderansicht des Hauses nach Fig. 2.
- Fig. 4
- zeigt eine Einzelheit der Darstellung nach Fig. 3.
- Fig. 5
- zeigt die Seitenansicht einer Verbindung von zwei benachbarten Dachtafeln.
- Fig. 6
- zeigt einen Schnitt durch ein Profilstück der Verbindung nach Fig. 5.
- Fig. 7
- zeigt perspektivisch die Verbindung nach Fig. 5 ohne Dachtafel.
- Fig. 8
- zeigt einen Schnitt durch eine Dachtafel mit einem speziellen Gitterträger.
Claims (7)
- Sattel- oder Walmdach aus einzelnen selbsttragenden Dachtafeln, die aus einer Platte aus Beton oder betonähnlichem Stoff und einer Bewehrung mit entlang dem Dachgefälle verlaufenden Gitterträgern bestehen, wobei die Gitterträger einen innerhalb der Platte verlaufenden Untergurt und einen außerhalb der Platte verlaufenden Obergurt aufweisen, der über Stäbe mit dem Untergurt verbunden , und wobei die Dachtafeln an den Seiten und den oberen Enden über Verbindungselemente miteinander verbindbar sind, dadurch gekennzeichnet, daß eine Firstpfette (52) vorgesehen ist und die Dachtafeln (50) über an der Firstpfette (52) angebrachte Verbindungselemente (56, 58, 60) an der Firstpfette (52) angehängt sind und daß im Traufenbereich eine Auflagerung lediglich senkrecht zur Ebene der Dachtafeln vorgesehen ist in Form von parallel zur Dachtafel verlaufenden Auflagerflächen.
- Dach nach Anspruch 1, dadurch gekennzeichnet, daß ein Verbindungselement für die Verbindung von Tafeln (80, 82) in einer gemeinsamen Ebene ein U- oder C-förmiges Profilstück (88) aufweist, das, vorzugsweise mittels Bewehrung (90, 92), in eine Platte (84, 86) so eingebettet ist, daß das Innere des Profilstücks (88) von der Innenseite der Platte (84, 86) zugänglich ist, mit dem Steg des Profilstücks (88) ein ein Muttergewinde aufweisendes Gewindeteil (94) verbunden ist und ein in das Innere benachbarter Profilstücke (88) eingelegtes Verbindungsstück (98, 104, 106) mittels Schraubenbolzen (96) mit dem Profilstück (88) verbindbar ist.
- Dach nach Anspruch 2, dadurch gekennzeichnet, daß das Gewindeteil (94) eine auf die Außenseite des Steges aufgeschweißte Hutmutter ist.
- Dach nach Anspruch 2 oder 3, dadurch gekennzeichnet, daß in dem Verbindungsstück (98, 104, 106) mindestens ein Langloch (110) vorgesehen ist.
- Dach nach einem der Ansprüche 2 bis 4, dadurch gekennzeichnet, daß das Verbindungsstück von einem geraden Flachstahlelement (98) gebildet ist.
- Dach nach Anspruch 2, gekennzeichnet durch ein nachträglich aufgebrachtes Abdeckelement (100) für die freiliegenden Platten- bzw. Profilstückabschnitte.
- Dach nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß der Untergurt über diagonal verlaufende Stäbe mit dem Obergurt verbunden ist und daß der Obergurt von zwei aneinanderliegenden miteinander verschweißten Rundstäben (130, 132) gebildet ist.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP02004724A EP1229180A3 (de) | 1997-10-04 | 1998-10-02 | Sattel- oder Walmdach |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19743846A DE19743846C2 (de) | 1997-10-04 | 1997-10-04 | Sattel- oder Krüppelwalmdach |
DE19743846 | 1997-10-04 | ||
PCT/EP1998/006284 WO1999018301A1 (de) | 1997-10-04 | 1998-10-02 | Sattel- oder walmdach |
Related Child Applications (3)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02004724A Division EP1229180A3 (de) | 1997-10-04 | 1998-10-02 | Sattel- oder Walmdach |
EP02004724.7 Division-Into | 2002-03-01 | ||
EP02004725.4 Division-Into | 2002-03-01 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1019595A1 EP1019595A1 (de) | 2000-07-19 |
EP1019595B1 true EP1019595B1 (de) | 2003-01-15 |
Family
ID=7844565
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98954324A Expired - Lifetime EP1019595B1 (de) | 1997-10-04 | 1998-10-02 | Sattel- oder walmdach |
EP02004724A Withdrawn EP1229180A3 (de) | 1997-10-04 | 1998-10-02 | Sattel- oder Walmdach |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02004724A Withdrawn EP1229180A3 (de) | 1997-10-04 | 1998-10-02 | Sattel- oder Walmdach |
Country Status (6)
Country | Link |
---|---|
EP (2) | EP1019595B1 (de) |
AT (1) | ATE231209T1 (de) |
AU (1) | AU1149399A (de) |
DE (2) | DE19743846C2 (de) |
ES (1) | ES2191351T3 (de) |
WO (1) | WO1999018301A1 (de) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19933101C1 (de) * | 1999-07-15 | 2001-05-23 | Hvg Haas Vertriebsgesellschaft | Tragsystem aus Gitterträger und Profilholz |
DE29913348U1 (de) | 1999-07-15 | 1999-10-28 | HVG-Haaß Vertriebsgesellschaft für Bauelemente mbH, 64331 Weiterstadt | Tragsystem aus Gitterträger und Profilholz |
DE19933523C1 (de) * | 1999-07-16 | 2001-02-15 | Roeckelein Kg Kaspar | Firstpfette und damit versehenes Dach |
DE20314252U1 (de) | 2003-09-11 | 2003-11-20 | HVG-Haaß Vertriebsgesellschaft für Bauelemente mbH, 64331 Weiterstadt | Bauelement für eine Dachkonstruktion |
IT1399472B1 (it) * | 2009-09-15 | 2013-04-19 | Demuro S R L | Struttura di copertura dotata di un sistema di bloccaggio. |
Family Cites Families (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE7143612U (de) * | Invormbau Verwaltungs Gmbh | Verbindungseinrichtung für großformatige Massivbauteile | ||
DE863122C (de) * | 1943-04-23 | 1953-01-15 | Wilhelm Dr-Ing Ludowici | Dach und Dachelemente zur Herstellung des Daches |
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 | |
DE1659036B1 (de) * | 1967-08-26 | 1971-05-19 | Baustahlgewebe Gmbh | Bewehrung fuer eine Stahlbetontafel als Schalung von Deckenplatten |
DE1931156C3 (de) * | 1969-06-19 | 1979-10-11 | Wilhelm Schwarz & Co Bewehrungstechnik Gmbh & Co, 8602 Schluesselfeld | Bewehrung für als verlorene Schalung dienende Stahlbetontafeln |
DE2735605A1 (de) * | 1977-08-06 | 1979-02-15 | Dennert Kg Veit | Fertigbauteile aus beton |
FR2478706A1 (fr) * | 1980-03-24 | 1981-09-25 | Lesage Michel | Panneau-support pour elements de couverture |
DE3409729A1 (de) * | 1983-04-12 | 1984-10-18 | Betonbau GmbH, 6833 Waghäusel | Transportables fertigdach |
NL8700180A (nl) * | 1987-01-26 | 1988-08-16 | Rockwool Lapinus Bv | Zelfdragend doosdakelement voor een dak. |
DE8905171U1 (de) * | 1989-04-25 | 1989-06-29 | Fabritz, Gerhard, 4150 Krefeld | Fertigdachteil |
DE4100623A1 (de) * | 1991-01-11 | 1992-07-16 | Sueba Coop Bauforschung | Dachtafel fuer geneigte daecher |
DE19523673A1 (de) * | 1995-07-03 | 1997-01-09 | Sueba Coop Bauforschung | Dachtafel für geneigte Dächer |
DE29607533U1 (de) * | 1996-04-25 | 1996-07-18 | Fuchs Bau-Holding, 92360 Mühlhausen | Dachelement |
-
1997
- 1997-10-04 DE DE19743846A patent/DE19743846C2/de not_active Expired - Fee Related
-
1998
- 1998-10-02 EP EP98954324A patent/EP1019595B1/de not_active Expired - Lifetime
- 1998-10-02 EP EP02004724A patent/EP1229180A3/de not_active Withdrawn
- 1998-10-02 DE DE59806953T patent/DE59806953D1/de not_active Expired - Fee Related
- 1998-10-02 ES ES98954324T patent/ES2191351T3/es not_active Expired - Lifetime
- 1998-10-02 AU AU11493/99A patent/AU1149399A/en not_active Abandoned
- 1998-10-02 AT AT98954324T patent/ATE231209T1/de not_active IP Right Cessation
- 1998-10-02 WO PCT/EP1998/006284 patent/WO1999018301A1/de active IP Right Grant
Also Published As
Publication number | Publication date |
---|---|
EP1019595A1 (de) | 2000-07-19 |
DE59806953D1 (de) | 2003-02-20 |
ATE231209T1 (de) | 2003-02-15 |
DE19743846C2 (de) | 2000-09-21 |
WO1999018301A1 (de) | 1999-04-15 |
EP1229180A2 (de) | 2002-08-07 |
AU1149399A (en) | 1999-04-27 |
ES2191351T3 (es) | 2003-09-01 |
EP1229180A3 (de) | 2002-08-14 |
DE19743846A1 (de) | 1999-06-02 |
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