WO1999018301A1 - Toit en batiere ou en croupe - Google Patents

Toit en batiere ou en croupe Download PDF

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Publication number
WO1999018301A1
WO1999018301A1 PCT/EP1998/006284 EP9806284W WO9918301A1 WO 1999018301 A1 WO1999018301 A1 WO 1999018301A1 EP 9806284 W EP9806284 W EP 9806284W WO 9918301 A1 WO9918301 A1 WO 9918301A1
Authority
WO
WIPO (PCT)
Prior art keywords
roof
panels
plate
concrete
support
Prior art date
Application number
PCT/EP1998/006284
Other languages
German (de)
English (en)
Inventor
Peter Maack
Original Assignee
Peter Maack
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 Peter Maack filed Critical Peter Maack
Priority to AU11493/99A priority Critical patent/AU1149399A/en
Priority to DE59806953T priority patent/DE59806953D1/de
Priority to AT98954324T priority patent/ATE231209T1/de
Priority to EP98954324A priority patent/EP1019595B1/fr
Publication of WO1999018301A1 publication Critical patent/WO1999018301A1/fr

Links

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.
  • a roof of the generic type has become known from EP 0 494 612.
  • the roof consists of individual self-supporting roof panels, which in turn each consist of a concrete slab and a reinforcement connected to the concrete slab.
  • the reinforcement is formed by lattice girders running in the direction of the roof slope, the lattice girders having a lower flange running through the plate and an upper flange running outside the plate. Upper and lower chord are connected to each other by rods.
  • Adjacent roof panels can be connected to one another via connecting elements, in particular by screwing or welding.
  • 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 supported against each other, preferably in an entangled manner.
  • the invention has for its object to provide a saddle or hipped roof from individual self-supporting roof panels, which can be erected with particularly simple means. This object is solved by claims 1, 2 and 3.
  • the self-supporting panels of a roof surface are connected to one another to form a rigid disc which supports itself.
  • the panes of such a roof regardless of whether it is a conventional gable roof or a rolled roof, are connected to one another in the ridge area by a welded or screw connection. It is also essential to the invention that for the support of the panes on the gables and eaves only support surfaces arranged parallel to the pane are provided. With a pure gable roof, there are therefore two support points in the ridge of the gable. With a rolled roof, there are four support points, namely two on the gables. In a skeleton building, the support points can be formed by supports or by concrete or brick gables.
  • a roof designed according to the invention is particularly easy to create and does not require any special construction to form the support points.
  • a ridge purlin is provided, which is naturally to be supported at the ends of the gable.
  • the self-supporting panels are attached to the ridge purlin with the aid of suitable connecting elements, only support surfaces arranged parallel to the pane being provided on the eaves.
  • a connection of the roof panels in the ridge area is advisable anyway.
  • the connection is made to the ridge purlin, which has appropriate precautions so that the panels can be attached.
  • Corresponding elements can be embedded in the panels of the panels, which take up the load of the panels.
  • a purlin roof is provided, the plates of the panels having support surfaces on the inside which are supported on the purlins.
  • a continuous groove is formed, which can be semicircular in section for receiving a round rod attached to the purlin or triangular in section for receiving a section of a suitable profile beam as a purlin.
  • a plurality of flat steel plates can be embedded in the plate, on which an angle profile is welded with the free edges of its legs. The table is therefore supported by the angle profile on the purlin.
  • the connecting element has a U-shaped or C-shaped profile piece, which is preferably embedded in a plate by means of reinforcement such that the interior of the profile piece is accessible from the inside of the plate.
  • a threaded part having a nut thread is connected to the web of the profile piece, preferably by welding, and a connecting piece inserted into the interior of the profile piece is connected to the profile piece by means of screw bolts.
  • the connecting piece extends with a section into the adjacent profile piece and is screwed to it in the same way, so that the adjacent wall panels are screwed together.
  • the threaded part can be formed by a cap nut welded onto the outside of the web.
  • the connecting piece preferably has at least one elongated hole so that an adjustment can be carried out.
  • the described profile pieces can also be used to form a hinge to create a corner connection, especially in the ridge area.
  • the legs of the hinge are screwed to the profile pieces.
  • the connection can be made according to one embodiment of the invention in that steel plates are embedded on the inside of the plates, which are welded together by means of a V-profile strip .
  • fastening elements are connected to the upper flange at intervals at which bars or strips running in the downward direction are attached, which in turn then carry horizontally extending strips for the roof covering.
  • the fasteners must be retrofitted to the top chord.
  • the invention therefore provides a roof panel, in particular for a roof of the type described above, in which the upper chord is formed by two round steels welded to one another.
  • Such lattice girders are manufactured industrially, the lattice material being unwound from rolls. This can also be the case with the top flange formed from two round bars. If a lattice girder is formed in this way, the arrangement of special fastening elements is unnecessary. Rather, a bar or a beam can be connected directly to the two round steels by screwing a self-drilling screw or the like between the adjacent steels.
  • Fig. 1 shows schematically in perspective view a house covered with roof panels with roofs according to the invention.
  • Fig. 2 shows in perspective a house with a roof according to the invention.
  • FIG. 3 shows the front view of the house according to FIG. 2.
  • Fig. 4 shows in perspective a roof with a rolled roof according to the invention.
  • FIG. 5 shows the front view of the house according to FIG. 4.
  • Fig. 6 shows a house with a third embodiment of a roof according to the invention.
  • FIG. 7 shows the front view of the house according to FIG. 6.
  • FIG. 8 shows a first embodiment of a bearing on a purlin.
  • FIG 9 shows a second embodiment of a bearing on a purlin.
  • FIG. 10 shows a third embodiment of a bearing on a purlin.
  • Fig. 11 shows a house with a fourth embodiment of a roof according to the invention.
  • FIG. 12 shows the front view of the house according to FIG. 11.
  • FIG. 13 shows a detail of the representation according to FIG. 12.
  • 15 shows a second embodiment of the connection of roof panels in the throat area.
  • 16 shows the side view of a connection of two adjacent roof panels.
  • FIG. 17 shows a section through a profile piece of the connection according to FIG. 16.
  • Fig. 18 shows in perspective the connection according to Fig. 16 without roof panel.
  • 19 shows a hinge connection of two adjacent roof panels.
  • FIG. 20 shows a section through a profile piece of the connection according to FIG. 19.
  • FIG. 21 shows the hinge connection according to FIG. 19 in perspective without roof panels.
  • FIG. 22 shows a section through a roof panel according to the invention with a special lattice girder.
  • a house 1 is shown schematically, the roof structure of which is composed of individual roof panels 2.
  • the roof panels can also be used for a hipped roof, as shown at 6 for a secondary roof.
  • the Roof panels 2 each extend in one piece from ridge 3 to eaves edge 4 flush next to one another.
  • a dormer 5 is attached to one of the roof panels 2 and an auxiliary roof 6 for attachment.
  • the throats 7 and 8 formed at the abutment points of the dormer and the secondary roof 6 with the roof panels 2 are not executed with throat beams, as will be explained further below.
  • the roof panels 2 can be designed in a manner as described in EP 0 494 612. They have a base made of concrete, lightweight concrete or a similar material.
  • the slab is provided with a reinforcement made up of several lattice girders arranged in parallel, the lower flange running inside the slab and being surrounded on all sides by the material of the slab.
  • the web of the lattice girders is composed of individual rods, which are preferably welded to the lower flange at 45 ° and protrude from the plate. A top chord is welded to the bars.
  • the roof panels can be designed in accordance with the above description, they are also provided with reference number 2.
  • three roof panels are arranged side by side. They are firmly connected to one another by connecting elements, not shown, ie by welding or screwing, in such a way that a rigid self-supporting disc is formed.
  • the panes of a saddle roof formed in this way are also connected to each other on the ridge 3 by screwing or welding.
  • the roof is therefore supported in the gable area, either by a brick or concrete ten gable or by a support (not shown). In the eaves area, there is only a support perpendicular to the plane of the panes, as indicated by arrow 14. A so-called two-point roof is thus obtained, although a throat beam layer 16 can be provided.
  • a rolled roof can be seen in FIGS. 4 and 5.
  • Four support points 18, 20, 22 and 24 at the upper corners of the trapezoidal gables of the house form the only support points, since here too the panels 2 are connected to one another by suitable connecting elements to form a continuous rigid disc.
  • the building In the eaves area, the building has support surfaces for the roof panels 2 which run parallel to the plane of the pane.
  • a continuous support surface can be formed between the gables. Support surfaces in the gable area or spaced support surfaces between the gables are also sufficient. The same applies to the embodiment according to FIGS. 2 and 3.
  • Self-supporting roof panels 24 in the embodiment according to FIGS. 6 and 7 are of a basic construction similar to roof panels 2, but have a special feature, as shown in the configurations according to FIGS. 8 to 10.
  • the special feature is that purlins 26 are provided or a ridge purlin 28 as a support for the roof panels 24.
  • the roof panels 24 therefore require corresponding support surfaces in order to provide support on the purlins 26 and 28, respectively.
  • the plate 30 of the plate 24 has on the inside a continuous groove 32 with a semicircular cross-section, in which a round rod 34 engages, which is welded to a plate 36, which in turn is connected to the purlin 26 in a suitable manner.
  • a panel 24a is shaped similar to that according to FIG. 8, its plate 30a having a groove 38 on the inside which is triangular in cross section and into which the upper web 40 of a double-T profile 42 engages.
  • one or more steel plates 44 are concreted in by means of reinforcements 46 in the plate 30b of a board 24b, so that the outer surface is freely accessible.
  • An angle profile 48 is welded to the free edges of the legs with the plate 44. In this way, one leg of the angle profile 48 forms a support surface for support on the purlin 26.
  • the panels 24 can be connected to one another at the ridge or supported in the same way on the purlin 28.
  • another connection with the purlin 28 is also conceivable.
  • FIGS. 11 to 13 A fourth embodiment of a roof can be seen in FIGS. 11 to 13.
  • the gable roof is in turn formed by self-supporting panels 50, the basic structure of which is the same as that explained with reference to the figures described above.
  • a ridge purlin 52 which is supported on the gables, extends in the ridge, either through the masonry or concrete gable or with the aid of supports.
  • Bars 56 which protrude outwards, are concreted into the plate 54 of the panels 50 at one edge at intervals. They extend through the legs of an angle profile 58, which is fastened in a suitable manner to the ridge purlin 52 via a plate 58.
  • the legs of the angle profile 56 have openings through which the rods 56 extend.
  • the rods 56 are attached to the legs.
  • the panels 50 are suspended from the ridge purlin.
  • the eaves area Support as described in connection with FIGS. 2 to 5, ie one or more support surfaces are provided parallel to the panels 50.
  • FIG. 14 shows a section in the area of the throat 8 according to FIG. 1.
  • the panels 60 corresponding to the panels 2 according to FIG. 1, abut one another approximately at right angles and are connected to one another by a rigid welded connection 62.
  • steel plates 66 are concreted into the plates 64 of the plates 60 and secured by means of a reinforcement 68.
  • the steel plates 66 are accessible to the inside.
  • a V-shaped steel profile 70 is placed over both steel plates 66 and welded to them. This way, throat beams are not required.
  • the free pockets 72 can be closed with a suitable material.
  • FIG. 15 shows a similar arrangement to FIG. 14. The difference is that hinge parts 72, 74 are concreted into the plates 64a of the panels 60a at the mutually facing edges to form a hinge connection 76 for the panels 60a.
  • the remaining structure of the panels 60a largely corresponds to that according to the embodiments described above. 15 also shows lattice girders 78, which are shown in section.
  • FIGS. 16 to 18 show a possible screw connection between adjacent panels 80, 82 with concrete slabs 84, 86.
  • Profile pieces 88 are concreted into the latter, as is clear from FIGS. 16 and 17, where reinforcement bars are used at 90 and 92, respectively are indicated.
  • the structure of the profile pieces can be seen more clearly from FIGS. 17 and 18.
  • the inside of the profile piece 88 is exposed to the inside of the panel 80.
  • a cap nut 94 is welded, which is aligned with a bore, not shown, in the web.
  • a flat iron 98 can be screwed against the inside of the web.
  • the length of the flat iron 98 is slightly greater than twice the length of the profile pieces 88.
  • the flat iron 98 can be provided with at least one elongated hole (not shown) in order to adjust the distance between the profile pieces 88 and thus the distance between the Panels 80, 82 from each other (see Fig. 16).
  • the opening on the inside of the plate 84 or 86 can be covered by a suitable material 100.
  • legs 104, 106 of a hinge which are articulated around the axis 108, can be fixed on the profile piece 88 with the aid of the screws 96.
  • the leg 106 has an elongated hole 110 in order to enable adjustment. It is understood that the leg 104 can also be provided with an elongated hole.
  • a rectangular washer 112 can be arranged between the bolt head and the legs 104, 108.
  • FIG. 22 shows a lattice girder as it can be used as reinforcement for the roof panels mentioned above. It consists of a lower flange made of two parallel rods 120, 122 which run at a distance and are embedded in a concrete slab 124, which is part of a not shown posed roof panel forms. Diagonal bars 126, 128, which are welded to the outside of the round bars 120, 122, extend at an angle perpendicular to the plane of the drawing and at an angle in the plane of the drawing to an upper chord, which consists of two round bars 130, 132 lying against one another. The arrangement of the rods 126, 128 is approximately as shown in EP 0 494 612.
  • a wooden beam 134 rests on the bars and is fastened to the round bars 130, 132 by means of self-drilling screws, one of which is shown at 136.
  • the drilling screw 136 is inserted through a hole in the beam 134 and drills a core hole through the adjoining regions of the round bars 130, 132, into which the thread of the screw is subsequently formed.
  • the round bars 130, 132 are welded together during the manufacture of the lattice girder.
  • the use of such a lattice girder is shown approximately in FIG. 15, where it is designated by 78. This designation is also adopted in FIG. 22. From Fig. 15 it can be seen how slats 138 are connected to the round bars, on which in turn boards 140 are attached.

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  • 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)
  • Artificial Filaments (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Solid-Sorbent Or Filter-Aiding Compositions (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Nitrogen Condensed Heterocyclic Rings (AREA)
  • Steroid Compounds (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

L'invention concerne un toit en bâtière composé de panneaux de couverture (2) consistant en une plaque en béton ou réalisée dans un matériau de type béton, ainsi qu'en une armature. Ce toit comprend des poutres en treillis s'étendant le long de la pente de la toiture, lesdites poutres en treillis présentant une membrure inférieure s'étendant à l'intérieur de la plaque et une membrure supérieure s'étendant à l'extérieur de la plaque. La membrure supérieure est reliée à la membrure inférieure par l'intermédiaire de poutrelles. Les panneaux de couverture d'une surface du toit sont réunis par l'intermédiaire d'éléments d'assemblage, en plaques statiquement homogènes qui sont elles-mêmes autoporteuses et sont interconnectées au niveau de l'arête du toit (3) par un assemblage par soudage ou par vissage. Seuls deux points d'appui (10, 12) sont formés aux extrémités des plaques, aux extrémités de l'arête du toit, au niveau des pignons, à l'aide de montants ou de murs de pignon. Dans la zone des gouttières, il n'est prévu qu'un appui perpendiculaire au plan des plaques, sous forme de surfaces d'appui parallèles auxdites plaques.
PCT/EP1998/006284 1997-10-04 1998-10-02 Toit en batiere ou en croupe WO1999018301A1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
AU11493/99A AU1149399A (en) 1997-10-04 1998-10-02 Gable or hip roof
DE59806953T DE59806953D1 (de) 1997-10-04 1998-10-02 Sattel- oder walmdach
AT98954324T ATE231209T1 (de) 1997-10-04 1998-10-02 Sattel- oder walmdach
EP98954324A EP1019595B1 (fr) 1997-10-04 1998-10-02 Toit en batiere ou en croupe

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19743846A DE19743846C2 (de) 1997-10-04 1997-10-04 Sattel- oder Krüppelwalmdach
DE19743846.6 1997-10-04

Publications (1)

Publication Number Publication Date
WO1999018301A1 true WO1999018301A1 (fr) 1999-04-15

Family

ID=7844565

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP1998/006284 WO1999018301A1 (fr) 1997-10-04 1998-10-02 Toit en batiere ou en croupe

Country Status (6)

Country Link
EP (2) EP1019595B1 (fr)
AT (1) ATE231209T1 (fr)
AU (1) AU1149399A (fr)
DE (2) DE19743846C2 (fr)
ES (1) ES2191351T3 (fr)
WO (1) WO1999018301A1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19933101C1 (de) * 1999-07-15 2001-05-23 Hvg Haas Vertriebsgesellschaft Tragsystem aus Gitterträger und Profilholz
DE19933523C1 (de) * 1999-07-16 2001-02-15 Roeckelein Kg Kaspar Firstpfette und damit versehenes Dach
IT1399472B1 (it) * 2009-09-15 2013-04-19 Demuro S R L Struttura di copertura dotata di un sistema di bloccaggio.

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
DE8905171U1 (de) * 1989-04-25 1989-06-29 Fabritz, Gerhard, 4150 Krefeld Fertigdachteil
EP0494612A1 (fr) * 1991-01-11 1992-07-15 SÜBA-Cooperation Gesellschaft für Bauforschung, Bauentwicklung und Franchising mbH Plaque de toiture pour toits inclinés
EP0752506A1 (fr) * 1995-07-03 1997-01-08 SÜBA-Cooperation Gesellschaft für Bauforschung, Bauentwicklung und Franchising mbH Plaque de toiture pour toits inclinés

Family Cites Families (8)

* Cited by examiner, † Cited by third party
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
NL8700180A (nl) * 1987-01-26 1988-08-16 Rockwool Lapinus Bv Zelfdragend doosdakelement voor een dak.
DE29607533U1 (de) * 1996-04-25 1996-07-18 Fuchs Bau-Holding, 92360 Mühlhausen Dachelement

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
DE8905171U1 (de) * 1989-04-25 1989-06-29 Fabritz, Gerhard, 4150 Krefeld Fertigdachteil
EP0494612A1 (fr) * 1991-01-11 1992-07-15 SÜBA-Cooperation Gesellschaft für Bauforschung, Bauentwicklung und Franchising mbH Plaque de toiture pour toits inclinés
EP0752506A1 (fr) * 1995-07-03 1997-01-08 SÜBA-Cooperation Gesellschaft für Bauforschung, Bauentwicklung und Franchising mbH Plaque de toiture pour toits inclinés

Also Published As

Publication number Publication date
ATE231209T1 (de) 2003-02-15
DE19743846C2 (de) 2000-09-21
EP1019595A1 (fr) 2000-07-19
EP1229180A2 (fr) 2002-08-07
DE19743846A1 (de) 1999-06-02
EP1229180A3 (fr) 2002-08-14
ES2191351T3 (es) 2003-09-01
EP1019595B1 (fr) 2003-01-15
AU1149399A (en) 1999-04-27
DE59806953D1 (de) 2003-02-20

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