EP1174555A1 - Flächiges Betonfertigteil - Google Patents
Flächiges Betonfertigteil Download PDFInfo
- Publication number
- EP1174555A1 EP1174555A1 EP01117891A EP01117891A EP1174555A1 EP 1174555 A1 EP1174555 A1 EP 1174555A1 EP 01117891 A EP01117891 A EP 01117891A EP 01117891 A EP01117891 A EP 01117891A EP 1174555 A1 EP1174555 A1 EP 1174555A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- plate
- part according
- webs
- prefabricated part
- reinforcement
- 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
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
- E04B7/20—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
- E04B7/205—Roofs consisting of self-supporting slabs, e.g. able to be loaded the slabs having non-structural supports for roofing materials
-
- 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 prefabricated part made of concrete or other curable material, in particular a roof panel, with at least one plate, with a reinforcement is provided and has webs projecting essentially vertically from the plate, which stiffen the plate and connect it to a parallel one, allow essentially flat coverage.
- Such a prefabricated concrete part is known as a roof panel from DE-A-41 00 623.
- the webs protruding upwards are made of metallic lattice girders educated. Although these lattice girders provide optimal stiffening of the roof panel, However, they have the disadvantage that they are susceptible to corrosion and have high thermal conductivity exhibit.
- the finished part described at the beginning! especially in its use as a roof panel to improve that on the one hand there are no corrosion problems and on the other hand also thermal insulation is improved.
- the finished part according to the invention be inexpensive to manufacture and be universally applicable.
- the invention is therefore based on the knowledge that the plate is no longer stiffened through metallic lattice girders, but through flat, fiber-reinforced plastic panels bring about, so that there are no longer any corrosion problems and at the same time the previous ones due to the low thermal conductivity of plastic Cold bridges are eliminated.
- fiber-reinforced plastic is considerable lighter than the previously used steel, so that the finished parts according to the invention are easier to transport and assemble.
- the webs are manufactured in such a way that the webs are made of fiber-reinforced plastic either placed on the reinforcement before concreting the slab be or the webs are in the not yet hardened material of the Plate pressed in. So you do not need a special mold as with roof panels with molded ribs, but can be standard flat-running formwork floors use that can also be easily changed in size.
- the plastic sheets can form a hollow profile so that the webs are rectangular, Get triangular or trapezoidal profile. This hollow profile is with its narrow side, So connected upright to the concrete slab, so that there is a good stiffening effect results.
- the webs can also be formed by a corrugated sheet, the wave profile running parallel to the plate. This gives you maximum Load capacity with little material.
- Openings can also be made in the area of the web above the plate be arranged if the statics allow it. In general, it is recommended but to work with flat webs.
- the can in the Longitudinal plate immersed in a U-shaped metal fastener be glued to the anchoring elements which then protrude in the transverse direction attached, in particular welded.
- the plastic panels need immerse only a few centimeters in the plate, maximum about 5 cm, preferably about 2.5 cm, so that the cutting effect of the webs on the plate is negligible.
- the webs on the Longitudinal plate facing away from a stiffening belt which at the same time can also act as a carrier for connecting parts.
- a stiffening strap is particularly recommended for bars that only have a thin layer of material exist, i.e. with the corrugated webs described, whereas with hollow profile webs a stiffening belt is automatically present, namely by the overhead Narrow side of the hollow profile.
- the stiffening belt also suitably consists of plastic, in particular fiber-reinforced plastic and can be molded in one piece on the web or can be connected to it later. He can already with protruding nails or the like can be fitted to subsequently mounting slats for a Cover, especially to include a roof skin. These mounting slats are conveniently glued to the stiffening belt.
- the roof panel also expediently carries one on the opposite longitudinal edge Similar external reinforcement, which is used to support the roof panel on a Ceiling plate or on a wall, with an elastic intermediate layer, in particular is arranged from elastomer.
- FIG. 1 you can see the section through a roof panel for pitched roofs.
- This Roof panel has a plate 1 made of curable material, which is usually Is concrete.
- the underside of this panel is formwork smooth and can be painted or wallpapered directly the sloping wall of a loft, a mansard or the like.
- Reinforcement 2 runs in this slab 1 through a dash-dotted line is indicated.
- This reinforcement is, for example, a common one Structural steel mat or in a comparable way at right angles crossing reinforcing bars that are automated in the manufacture of the roof panel the formwork provided for this purpose is inserted. The inserted reinforcement is then used in the manufacture of the roof panel with curable material such as Concreted in concrete.
- the panel according to the sectional view line II-II in Figure 1 has a corrugation at one wavelength 4 of approximately 150 mm has an amplitude 5 of approximately 30 mm.
- a corrugation at one wavelength 4 of approximately 150 mm has an amplitude 5 of approximately 30 mm.
- an upper belt 6 is placed as a stiffening belt, that is either molded or glued on, preferably one Glass fiber content in the order of 60 to 70% glass fiber. His Width corresponds approximately to twice the amplitude 5, so that the upper edge of the Webs is covered over the entire wave profile.
- a spacer bar 7 or the like can be fixed on the belt 6, for example be, which in turn carries the roof battens 8, on which the actual roof covering is attached in the form of bricks or the like.
- the web 3 shown in Figure 1 substantially along the sloping roof runs, while the batten 8 then runs transversely to this, at one manufacture the roof in a line parallel to the ridge or the eaves of a roof.
- the webs 3 can instead cross to Slope direction, whereby mostly additional counter battens are required becomes.
- a sarking membrane can be provided between the spacer bar 7 and the upper flange 6 that is made of plastic and acts as moisture protection for insulation (not shown), which between the webs 3 in the form of Insulation material is placed on plate 1.
- the Unterspannbahn forms with the battens and the roof skin in the form of roof tiles or the like, a cover, which is connected to the plate 1 via the webs 3.
- the web 3 made of glass fiber reinforced plastic has a minimal thermal conductivity and thus within the through the side insulation formed on it does not form a cold bridge.
- the better toothing of the glass fiber reinforced plastic with the concrete are also several openings 10 penetrating the web are provided. These openings are made of the concrete, which is the curable material of the plate 1, enforced, whereby a positive connection between the plate 1 and the web 3 is reached.
- Openings also the reinforcement 2, which is provided within the plate 1, runs. Leave the dowel forces and the intimate connection of plate 1 and web 3 are reinforced by the fact that the diameter of the openings is 10 mm Is chosen several times larger than the diameter of the reinforcing bars passing through it.
- the openings can be 10 ⁇ -shaped, which means that the Diameter 11 of the essentially circular or tropical openings 10 is larger than the gap 12, the circumference 13 of the opening 10 to the lower Edge 9 of the web 3 is provided.
- This ⁇ -shaped shape favors the one addressed Form-fitting.
- the narrow side 9 the plate 3 provided, integrally molded uprising elements 14.
- the web 3 sits in the manufacture of the component shown with these riot elements 14 on a formwork floor, not shown on which the plate 1 is cast from curable material.
- the Uprising elements 14 thus form hardly recognizable on the underside 15 of the plate 1 Dots, while the bottom is otherwise closed from curable Material is.
- the reinforcement 2 can also be fixed within the openings 10 be, so that in the manufacture of the plate 1 of the web 3, the elevation of Reinforcement 2 on the corresponding formwork floor takes over.
- the corrugation to be seen in FIG. 2 can be produced during the manufacture of the web 3 also get a certain stable line-up due to a broader riot base, which corresponds to at least twice the amplitude 5.
- FIGS 3 and 4 are two special features of the invention Web to recognize: On the one hand, a central opening 16 is provided through which enables a line or the like to be passed through the web 3. In addition, such openings can be used in the manufacture and transport of an inventive Roof panel can be used as a point of attack for a crane hook or similar.
- FIGS. 3 and 4 recesses 17 on the upper side of the top chord 6.
- the counter battens 8 are used directly in such recesses 17, with the Distance between two adjacent recesses 17 for laying on Roof tiles to determine the necessary distance between adjacent counter battens is.
- the web 3 can be guided laterally beyond the plate 1, the plate 1 then rests on a ceiling plate 18 or a house wall 19.
- the section 20 of the web 3 projecting beyond the plate 1 can then be designed according to a known rafter head and also as Carriers of a gutter 21 act, which then via known gutter brackets 22 a separately provided eaves board 23 is attached.
- FIG. 6 and 7 show a further precast concrete element according to the invention, namely a double-walled hollow plate, which is shown in cross section in FIG and is manufactured using a web 24 as shown in FIG is.
- This web 24 is like the web 3 at its lower end with recesses 10 or riot elements 14 with which he in a plate 25th stands, and as described above also the reinforcement provided in this 26 wears.
- the web 24 is mirror-symmetrical to a central transverse plane 27, so that the web also corresponds to its upper narrow side 28 Has openings 29, and corresponding contact elements 30.
- a hollow chamber plate is obtained in this way or a two-shell wall element, wherein in the cavity 33 between either an insulating or insulating material can be filled in the two plates 25 and 31 can or also a curable material, for example concrete.
- openings 34 are also provided in these, as can be seen in the figures.
- the web 24 also the function of the spacer take over between two spaced reinforcements 26 and 32 and thus one Simplification of production while reducing the cost due to elimination enable separate stand or spacer elements.
- Figure 8 shows a roof panel similar to Figure 1. Therefore, here are mutually corresponding Parts used the same reference numerals.
- the difference to figure 1 consists in anchoring the web 3 in the plate 1:
- the web 3 points in here a plurality of bores 10 in its area immersed in the plate 1, that in a straight line in all wave flanks in the longitudinal direction of the web 3 are arranged.
- Holding rod 2 to the desired positive anchoring of the web 3 bring about in plate 1. It can be an existing one Reinforcing bar of plate 1 or an additional fastening bar.
- the diameter of the bore 10 is again significantly larger than the diameter of the rod 2, so that the surface pressure on the circumference of the bore 10 reduced accordingly, in the exemplary embodiment at least halved.
- an upper flange 6 running in the longitudinal direction of the web appropriate. It can consist of the same material as the web 3 and with be glued to him. It expediently extends over the entire amplitude of the Well web.
- a wooden slat 7 for storage the roof skin, especially the roof battens, not shown.
- FIG. 8 there are also the insulating material webs beginning on both sides of the web 3 35a and 35b.
- Figure 9 shows another embodiment for the web.
- a box web 40 is shown. It consists of an essentially rectangular one Hollow profile made of fiber-reinforced plastic with several cross walls and is open on its bottom immersed in the plate 1, so that the concrete inside the hollow profile has reached the same level as outside.
- the web 40 carries an upper flange 6 which is thickened in the wall thickness as an integral part connected to it in one piece, so that here no additional Upper chord must be attached as in Figure 8. This is followed by the top the crossbar 7 already described.
- Figure 10 shows a web 41 in the form of a trapezoidal hollow profile, which tapering upwards from the plate 1. Otherwise, the upper structure practically the same as in FIG. 9.
- the web 41 is U-shaped at the lower end Fasteners 42 is inserted. These fasteners are made of structural steel and are glued flat to the longitudinal edges of the web 41. At the bottom are the fastening elements 42 with holding rods or the reinforcement 2 welded.
- FIG 11 shows the connection of two abutting in the gable area Roof panels 1.
- each roof panel carries several concrete and reinforcement connected hinge parts 36.
- These hinge parts protrude from a beveled End surface 1a of the plates 1 out of these and point there in each case a bore 36a.
- the hinge parts 36 are in such a pitch the opposite roof panels 1 that the holes 36a of the successive hinge parts 36 to lie one behind the other with aligned roof panels come so that a common hinge axis 37 through all Openings 36a can be inserted.
- Both roof panels 1 are thus pivotally mounted on the hinge axis 37 and can be transported together and be set up.
- the hinge axis 37 expediently runs almost across the entire width of the roof panel and stands in areas where none Attack hinge parts 36 for attaching load hooks for transport to disposal.
- hinge axis 37 can be used to anchor a ridge screed 43 become.
- This ridge plank - generally made of wood - is placed on top put on the hinge area and by means of a crossing the ridge screed Hook screw 44 clamped to hinge shaft 37.
- FIG 11 shows that the two roof panels are parallel at their top wear outer reinforcement 38 to the gable edge.
- This reinforcement surrounds the upper longitudinal edge of the plate 1 in a U-shape and exists just like the hinge parts made of stainless steel. It cannot do one in the drawing shown stop to the maximum open position of the two limit interconnected roof panels.
- the reinforcement 38 or the wedge, not shown, can alternatively or additionally for the assembly of the ridge screed 43 can be used.
- Figure 12 shows the opposite lower edge of a roof panel, namely where it is placed on a building ceiling or wall.
- the plate has a surrounding edge at its lower edge U-shaped reinforcement 39, which is concreted into the plate 1 with connecting plates 39a and preferably also connected to their reinforcement.
- U-shaped reinforcement 39 which is concreted into the plate 1 with connecting plates 39a and preferably also connected to their reinforcement.
- it consists of Stainless steel and has a lower contact surface in the lower plate level 39b and a perpendicular end face 39c. With these It is supported on surfaces with the interposition of an elastomer layer 51 from the concrete support 50.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Railway Tracks (AREA)
- Laminated Bodies (AREA)
- Panels For Use In Building Construction (AREA)
- Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
- Artificial Fish Reefs (AREA)
- Road Signs Or Road Markings (AREA)
Abstract
Description
- Figur 1
- eine Schnittansicht durch eine erfindungsgemäße Dachtafel;
- Figur 2
- eine Schnittansicht durch einen erfindungsgemäß verwandten Steg entlang der Linie II in II in Figur 1;
- Figur 3
- eine Seitenansicht eines erfindungsgemäßen Steges;
- Figur 4
- eine Schnittansicht durch eine erfindungsgemäße Dachtafel entlang der Linie IV-IV in Figur 1;
- Figur 5
- eine Seitenansicht einer eingebauten erfindungsgemäßen Dachtafel;
- Figur 6
- eine Seitenansicht eines erfindungsgemäßen Steges für ein zweischaliges Wandelement;
- Figur 7
- eine Schnittansicht durch ein erfindungsgemäßes zweischaliges Bauelement mit einem erfindungsgemäßen Steg gemäß Figur 6;
- Figur 8
- eine Schnittansicht durch eine Dachtafel ähnlich Figur 1;
- Figur 9
- die gleiche Schnittansicht wie Figur 8 bei einer zweiten Alternative für den Steg;
- Figur 10
- den gleichen Schnitt wie Figur 9 bei einer dritten Alternative für den Steg;
- Figur 11
- einen Schnitt durch zwei gegenüberstehende Dachtafeln 1 im Giebelbereich und
- Figur 12
- einen Schnitt durch eine Dachtafel im unteren Auflagerungsbereich.
Claims (23)
- Fertigteil aus Beton oder anderem aushärtbaren Material, insbesondere Dachtafel, mit wenigstens einer Platte (1, 25), die mit einer Bewehrung (2, 26) versehen ist und im wesentlichen senkrecht aus der Platte vorstehende Stege (3, 24, 40, 41) aufweist, die die Platte (1, 25) aussteifen und eine Verbindung mit einer parallel zu ihr verlaufenden, im wesentlichen flächigen Abdeckung (8, 31) gestatten,
dadurch gekennzeichnet, dass die Stege (3, 24, 40, 41) aus faserverstärkten Kunststofftafeln bestehen, die an ihrem einen Längsrand in die Platte (1, 25, 40, 41) aus Beton oder anderem aushärtbaren Material eintauchen und dort formschlüssig verankert sind. - Fertigteil nach Anspruch 2,
dadurch gekennzeichnet, dass die Stege (40, 41) durch ein Hohlprofil bildende Kunststofftafeln gebildet sind. - Fertigteil nach Anspruch 2,
dadurch gekennzeichnet, dass das Hohlprofil als Rechteck-, Dreieck- oder Trapez-Profil ausgebildet ist. - Fertigteil nach Anspruch 1,
dadurch gekennzeichnet, dass die Stege (3) durch je eine gewellte Tafel gebildet sind, wobei das Wellenprofil parallel zur Platte (2, 26) verläuft. - Fertigteil nach Anspruch 1,
dadurch gekennzeichnet, dass die Stege (3, 24, 40, 41) zu ihrer formschlüssigen Verankerung an ihrem in die Platte (1, 25, 40, 41) eintauchenden Längsrand Öffnungen (10) aufweisen. - Fertigteil nach Anspruch 5,
dadurch gekennzeichnet, dass die Öffnungen (10) von Haltestäben (2) durchquert sind. - Fertigteil nach Anspruch 5,
dadurch gekennzeichnet, dass die Öffnungen bei einem gewellten Steg (3) in den Wellen längs einer geraden Linie aufeinanderfolgen. - Fertigteil nach Anspruch 1,
dadurch gekennzeichnet, dass die Stege (3, 24, 40, 41) an ihrem in die Platte (1, 25) eintauchenden Längsrand in Querrichtung abstehende Verankerungselemente (2) aufweisen. - Fertigteil nach Anspruch 8,
dadurch gekennzeichnet, dass die Stege (40) an ihrem in die Platte (1, 25) eintauchenden Längsrand Befestigungselemente (42), insbesondere metallische U-Profile, aufweisen, an denen Haltestäbe (2) befestigt sind. - Fertigteil nach Anspruch 1,
dadurch gekennzeichnet, dass die Stege (3, 24, 40, 41) nur etwa 4 cm, vorzugsweise nur etwa 2,5 cm in die Platte (1, 25) eintauchen. - Fertigteil nach Anspruch 1,
dadurch gekennzeichnet, dass die Stege (3, 24, 40, 41) an ihrem der Platte (1, 25) abgewandten Längsrand einen Versteifungsgurt (6) aufweisen. - Fertigteil nach Anspruch 11,
dadurch gekennzeichnet, dass der Versteifungsgurt (6) zumindest eine Befestigungslatte (7) für eine Abdeckung, insbesondere für eine Dachhaut trägt. - Fertigteil nach Anspruch 1,
dadurch gekennzeichnet, dass die Stege (3, 24, 40, 41) in die Platte (1, 25) eintauchende Auflagerelemente (14) aufweisen. - Fertigteil nach Anspruch 1,
dadurch gekennzeichnet, dass die Stege (3, 24, 40, 41) auf der Bewehrung (2) der Platte (1, 25) aufstehen. - Fertigteil nach Anspruch 1,
dadurch gekennzeichnet, dass der Zwischenraum zwischen benachbarten Stegen (3, 24, 40, 41) mit Wärmedämmstoff (35a, 35b) gefüllt ist. - Fertigteil nach Anspruch 1 als Dachtafel,
dadurch gekennzeichnet, dass am oberen, horizontal verlaufenden Längsrand der Platte (1) Scharnierteile (36) angeordnet sind und dass jeweils 2 gegenüberliegende Dachtafeln schwenkbar miteinander verbunden sind. - Fertigteil nach Anspruch 16,
dadurch gekennzeichnet, dass die Scharnierteile (36) mit Bewehrungselementen (2) der Platte (1) verbunden sind. - Fertigteil nach Anspruch 16,
dadurch gekennzeichnet, dass an dem genannten Längsrand eine den Plattenrand umfassende Armierung (38) angeordnet ist. - Fertigteil nach Anspruch 16 oder 18,
dadurch gekennzeichnet, dass an den Scharnierteilen (36, 37) und/oder der Armierung (38) eine Firstbohle (43) montiert ist. - Fertigteil nach Anspruch 19,
dadurch gekennzeichnet, dass die Firstbohle (43) mittels Hakenschrauben (44) oder dergleichen an einer Scharnierachse (37) befestigt ist. - Fertigteil nach Anspruch 18,
dadurch gekennzeichnet, dass die Armierung (38) einen Keil trägt, der mit einer Armierung der gegenüberliegenden Dachtafel im Sinne eines Anschlages korrespondiert. - Fertigteil nach Anspruch 16,
dadurch gekennzeichnet, dass an einem unteren, horizontal verlaufenden Rand der Platte (1) eine außenliegende Armierung (39) zur Auflagerung der Dachtafel auf eine Deckenplatte oder eine Wand angeordnet ist. - Fertigteil nach Anspruch 1,
dadurch gekennzeichnet, dass die Abdeckung (31) eine weitere Platte aus aushärtbarem Material ist, die mit einer Bewehrung (32) versehen ist und dass der Steg (24) in diese weitere Platte (31) eintaucht.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10035935 | 2000-07-21 | ||
DE10035935A DE10035935A1 (de) | 2000-07-21 | 2000-07-21 | Flächiges Betonfertigteil |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1174555A1 true EP1174555A1 (de) | 2002-01-23 |
EP1174555B1 EP1174555B1 (de) | 2004-04-28 |
Family
ID=7649984
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01117891A Expired - Lifetime EP1174555B1 (de) | 2000-07-21 | 2001-07-23 | Flächiges Betonfertigteil |
Country Status (7)
Country | Link |
---|---|
EP (1) | EP1174555B1 (de) |
AT (1) | ATE265588T1 (de) |
DE (2) | DE10035935A1 (de) |
DK (1) | DK1174555T3 (de) |
ES (1) | ES2220634T3 (de) |
PT (1) | PT1174555E (de) |
TR (1) | TR200401675T4 (de) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT517824A1 (de) * | 2015-09-21 | 2017-04-15 | Franz Oberndorfer Gmbh & Co Kg | Platte, insbesondere Boden- bzw. Deckenplatte für ein Bauwerk |
CN106894554A (zh) * | 2017-02-24 | 2017-06-27 | 江西省城建建设集团有限公司 | 预制板现浇梁的斜屋面结构及其施工方法 |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102006017459A1 (de) * | 2006-04-13 | 2007-10-18 | Fischerwerke Artur Fischer Gmbh & Co. Kg | Abstandshalter für die Befestigung eines Gegenstandes an einem eine Dämmschicht aufweisenden Untergrund |
US8466839B2 (en) * | 2009-07-17 | 2013-06-18 | Apple Inc. | Electronic devices with parasitic antenna resonating elements that reduce near field radiation |
US8952860B2 (en) | 2011-03-01 | 2015-02-10 | Apple Inc. | Antenna structures with carriers and shields |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3024480A1 (de) * | 1980-06-28 | 1982-01-21 | Friedrichsfeld Gmbh, Steinzeug- Und Kunststoffwerke, 6800 Mannheim | Witterungsbestaendige dachdeckung |
EP0494612A1 (de) * | 1991-01-11 | 1992-07-15 | SÜBA-Cooperation Gesellschaft für Bauforschung, Bauentwicklung und Franchising mbH | Dachtafel für geneigte Dächer |
DE19640139A1 (de) * | 1996-09-28 | 1998-04-02 | Ibk Ingenieurbuero Bauer U Kal | Vorgefertigte Dachtafel und Dach aus zumindest einer Dachtafel |
DE29702931U1 (de) * | 1997-02-19 | 1998-08-27 | Bieber, Hans-Jürgen, 46325 Borken | Wetterschutzdach |
DE19721165A1 (de) * | 1997-05-21 | 1998-11-26 | Dennert Kg Veit | Industriell vorfertigbare Leichtbau-Decken- oder Dachtafeln |
EP0911456A2 (de) * | 1997-10-23 | 1999-04-28 | Veit Dennert KG Baustoffbetriebe | Geneigtes Montagedach und dafür verwendbare Dachtafeln |
-
2000
- 2000-07-21 DE DE10035935A patent/DE10035935A1/de not_active Withdrawn
-
2001
- 2001-07-23 AT AT01117891T patent/ATE265588T1/de not_active IP Right Cessation
- 2001-07-23 EP EP01117891A patent/EP1174555B1/de not_active Expired - Lifetime
- 2001-07-23 ES ES01117891T patent/ES2220634T3/es not_active Expired - Lifetime
- 2001-07-23 TR TR2004/01675T patent/TR200401675T4/xx unknown
- 2001-07-23 DK DK01117891T patent/DK1174555T3/da active
- 2001-07-23 DE DE50102103T patent/DE50102103D1/de not_active Expired - Fee Related
- 2001-07-23 PT PT01117891T patent/PT1174555E/pt unknown
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3024480A1 (de) * | 1980-06-28 | 1982-01-21 | Friedrichsfeld Gmbh, Steinzeug- Und Kunststoffwerke, 6800 Mannheim | Witterungsbestaendige dachdeckung |
EP0494612A1 (de) * | 1991-01-11 | 1992-07-15 | SÜBA-Cooperation Gesellschaft für Bauforschung, Bauentwicklung und Franchising mbH | Dachtafel für geneigte Dächer |
DE19640139A1 (de) * | 1996-09-28 | 1998-04-02 | Ibk Ingenieurbuero Bauer U Kal | Vorgefertigte Dachtafel und Dach aus zumindest einer Dachtafel |
DE29702931U1 (de) * | 1997-02-19 | 1998-08-27 | Bieber, Hans-Jürgen, 46325 Borken | Wetterschutzdach |
DE19721165A1 (de) * | 1997-05-21 | 1998-11-26 | Dennert Kg Veit | Industriell vorfertigbare Leichtbau-Decken- oder Dachtafeln |
EP0911456A2 (de) * | 1997-10-23 | 1999-04-28 | Veit Dennert KG Baustoffbetriebe | Geneigtes Montagedach und dafür verwendbare Dachtafeln |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT517824A1 (de) * | 2015-09-21 | 2017-04-15 | Franz Oberndorfer Gmbh & Co Kg | Platte, insbesondere Boden- bzw. Deckenplatte für ein Bauwerk |
AT517824B1 (de) * | 2015-09-21 | 2017-10-15 | Franz Oberndorfer Gmbh & Co Kg | Platte, insbesondere Boden- bzw. Deckenplatte für ein Bauwerk |
EP3144439B1 (de) * | 2015-09-21 | 2023-06-07 | Franz Oberndorfer GmbH & Co KG | Platte, insbesondere boden- bzw. deckenplatte für ein bauwerk |
CN106894554A (zh) * | 2017-02-24 | 2017-06-27 | 江西省城建建设集团有限公司 | 预制板现浇梁的斜屋面结构及其施工方法 |
Also Published As
Publication number | Publication date |
---|---|
TR200401675T4 (tr) | 2004-09-21 |
DE50102103D1 (de) | 2004-06-03 |
DK1174555T3 (da) | 2004-07-26 |
ATE265588T1 (de) | 2004-05-15 |
PT1174555E (pt) | 2004-09-30 |
ES2220634T3 (es) | 2004-12-16 |
DE10035935A1 (de) | 2002-01-31 |
EP1174555B1 (de) | 2004-04-28 |
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