EP0828033A2 - Dalles pour planchers de bâtiments - Google Patents

Dalles pour planchers de bâtiments Download PDF

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Publication number
EP0828033A2
EP0828033A2 EP97114307A EP97114307A EP0828033A2 EP 0828033 A2 EP0828033 A2 EP 0828033A2 EP 97114307 A EP97114307 A EP 97114307A EP 97114307 A EP97114307 A EP 97114307A EP 0828033 A2 EP0828033 A2 EP 0828033A2
Authority
EP
European Patent Office
Prior art keywords
plate
elements
reinforcement
plate elements
shaped layer
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.)
Withdrawn
Application number
EP97114307A
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German (de)
English (en)
Other versions
EP0828033A3 (fr
Inventor
Peter Dr.-Ing. Maack
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.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP0828033A2 publication Critical patent/EP0828033A2/fr
Publication of EP0828033A3 publication Critical patent/EP0828033A3/fr
Withdrawn legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
    • E04C3/294—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete of concrete combined with a girder-like structure extending laterally outside the element

Definitions

  • the invention relates to a sub-floor or Screed for floors in buildings according to the generic term of Claim 1.
  • Ceilings for buildings are traditionally made by that a formwork is provided, which can also be pulled up Supports for the subsequent pouring of the In-situ concrete. Reinforcement is placed on the formwork beforehand.
  • the plate elements have one continuous plate-shaped section and reinforcement on, which is partially embedded in the plate section and partially sticks out of it.
  • the reinforcement provides for the flexural strength of the plates, the thickness of the Plate section can be chosen to be relatively small.
  • the invention has for its object a sub-floor or to create screed for floors in buildings, the can be largely prefabricated and the manufacturing costs significantly reduced.
  • known ones are known Plate elements of the type described above are used with a plate-shaped continuous section Concrete or concrete-like materials and a reinforcement that partly runs in the plate-shaped section and partly protrudes outwards.
  • the panel elements are not used as formwork, but completely form the top of the ceiling or floor construction in that the plate-shaped section pointing upwards and the reinforcement pointing downwards.
  • Essential is that the plate elements have the static strength for provide a blanket. This is with those known per se To ensure plate elements in principle.
  • the construction according to the invention has the advantage that Floor can be completely prefabricated.
  • the plate elements, which, as mentioned, are generally known are prefabricated anyway.
  • the plate-shaped layer also forms the screed. This does not have to be done subsequently be applied. It is according to one embodiment the invention also possible in the prefabrication the top of the plate-shaped layer an additional Apply covering layer.
  • the above reinforcement Fasteners are arranged for attachment a cladding on the underside of the plate elements.
  • the cladding can be attached after making the ceiling but it can already be complete on the production side to be appropriate.
  • So wooden structures, such as beamed ceilings be formed or an attachment of Lightweight panels that cover the underside of the ceiling.
  • the construction according to the invention is due to the structure the plate elements are hollow and can therefore be used for cables Electricity and water or for underfloor heating or the like record, tape.
  • the lines can also be factory-set introduced and attached.
  • the plate elements in the construction according to the invention are supported on opposite sides of the storey-high Walls.
  • the plate-shaped Layer on the supported sides across from each other arranged spacing and bearing elements has Support on appropriate supports in the opposite Walls.
  • the plate-shaped Layer immediately on the supports in opposite Support walls. In this case, the reinforcement lies a bit back from the plate edge
  • the bottom cover or panel of the invention Blanket can also be brought about in that vertical distance below the plate elements Level of second plate elements is formed with reinforcement pointing above, the above reinforcement of the first and second plate elements without contact and are arranged interlocked.
  • This construction can also be completely prefabricated industrially be. Reworking after installing the plate elements is no longer required with the exception of filling the joints between the plate-shaped sections of the Plate elements. It is understood that with additional surface mounting of insulation material and the like this made on the upper or lower plate elements can be according to the needs. Will the Panel elements laid one after the other and not as a unit, can also lay cables and Tubes on the lower plate elements between the reinforcement occur. Also the application of insulation material can take place this way at the construction site if this appears more appropriate in individual cases.
  • two plate elements arranged one above the other to be installed as a unit.
  • the construction according to the invention not only has the advantage that they are completely prefabricated industrially can and the effort for this is relatively low.
  • the laying work is also not very expensive.
  • There neither a cladding nor a separate one Screed must be applied after laying the Panel elements the floor construction or the sub-floor completely done. It can be sufficiently heat-insulating be carried out by installing heat-insulating Material in the cavity formed.
  • the Plate elements or the unit of plate elements (first or upper plate element or lower or second Plate element) supported on prefabricated supports are.
  • This is for walls created from precast elements become unproblematic by using the wall parts beforehand appropriate support surfaces are provided.
  • the plate-shaped layer of the upper plate elements is supported on the edge sections.
  • the one above Wall can therefore on the screed or the top Plate elements are placed.
  • the upstanding edge sections including the plate-shaped layer is interrupted by gaps are used to form a continuous support the top on the bottom wall.
  • the gaps can be caused by concrete or masonry or the like are filled and form supports, on which the wall to be erected is supported can.
  • Edge sections in whole or in part up to the top of the pulling up the plate-like layer of the upper plate element, with the plate-like layer in this area is recessed so that the edge sections as a support for the wall to be erected above can be used.
  • the carriers to be preferably used become industrial manufactured and mostly have standardized dimensions. It must be ensured that a node is one in one plate-shaped layer of running belt always above and lies below a raised edge section. This is necessary for structural reasons. Therefore one sees Embodiment of the invention that the high Edge sections wider than half the thickness of the supporting Wall are such that a knot of the plate-shaped Layer of embedded belt above or below of the raised edge section.
  • a foundation 10 can be seen on the side offset a wall 12 is placed.
  • the floor 16 consists of arranged side by side Plate elements 20, which extend over the floor width or -length extend.
  • They have a plate-shaped layer 22 made of concrete or a concrete-like material in which a lattice girder 14 is attached to the underside, with With the help of a continuous cast in the concrete section 20 Belt 28.
  • a parallel spaced belt 30 lies outside the plate-shaped section 22 and is via zigzag rods 32 with the belt 28 connected.
  • the plate-shaped elements 20 are prefabricated for Construction site supplied including the thermal insulation Layer 34 and possibly with a prefabricated covering layer (Not shown). Furthermore, between the lattice girders 24 lines for electricity and water can be installed, for example for underfloor heating and the like. The Lines can also be prefabricated.
  • FIG. 3 shows how the support over the plate-shaped portion 22a of the Plate element 20a takes place.
  • the lattice girder 24a ends thus at a distance from the edge of the plate section 22a.
  • each Plate elements 20b, 20c arranged one above the other to to form a floor or sub-floor structure 16b.
  • the structure of the plate elements 20b, 20c corresponds approximately the structure of the plate elements 20 according to FIG. 1 not dealt with in more detail.
  • the above reinforcements 24b, 24c are arranged in the form of lattice girders so that they are entangled lie (Fig. 5) so that they are mutually do not touch and the outside straps do not touch the Butt plate layer of the other plate element.
  • Between the plate elements 20b, 20c can in turn be suitable Insulation material to be accommodated, being prefabricated already connected to one of the plate elements can be. The same applies to power lines and water or the like.
  • the support of the plate elements 20b, 20c in the storey-high Wall 42 is made in such a way that the plate sections 22b, 22c are serrated, the serrations of the two plate sections are arranged on gap.
  • the Teeth of the top plate layer 22b rest on sections 44 of the wall 42, which form gaps 46 between them. By the gaps become the teeth of the lower plate layer 20c led to support on shoulders 48 of the gaps 46 in the Wall 42.
  • the support of the lower plate elements 20c therefore takes place only in the area of the gaps 46 on the Wall 42.
  • the teeth of the plate layer 22b, the thus are as wide as the distances between the gaps 46 or of the projecting portions 44 can be made via suitable ones Damping layers 48 are supported. 4, closes the storey-high wall 42 with the top from the plate layer 22b, on which a prefabricated Covering layer can be applied.
  • Lattice girders are described as reinforcement above. It however, wooden structures can also be used, e.g. Beam structures where the beams are made of sheet metal are interconnected.
  • FIGS. 6 and 7 are discussed below.
  • Man 6 recognizes that plate elements 16d, 16e are provided according to the arrangement as shown in 4 and 5 is shown.
  • the peculiarity of the Embodiment of Figures 6 and 7 is that the lower plate elements 16e upward raised edge portions 60 have. They have a height that they can Edge region of the plate-shaped layer 20e of the upper one Support plate elements 16d.
  • the construction shown is particularly suitable for pulling up walls in conventional way.
  • the lower wall 62 is in Ceiling height raised, after which the panel elements 16e are placed, being abutting Plate elements each cover half of the support area divide the top of wall 62.
  • the thickness of the edge sections 60 is therefore approximately half the thickness of the Wall 62.
  • the edge portions 60 are covered by a suitable one Connection 64, for example screw or welded connection, connected with each other. Then the top Plate elements 16d placed. It is understood that also a unit consisting of lower and upper plate elements 16e, 16d are placed on the raised wall 62 can.
  • the upper wall 66 is then pulled up. she can itself on the described unit of lower and upper Support plate element 16e, 16d, namely via a elastic layer 68, but other precautions can be taken be provided as shown in FIG. 7.
  • the lower plate-shaped elements 16e are closed recognize with the plate-shaped layer 20e, in the straps run from beams as they are with dash-dotted lines are indicated. It can also be seen in FIG. 7 that 60 gaps are formed between edge portions including Recesses 70 in the plate-shaped layer 20e. In the case of abutting lower plate elements 16e there are therefore rectangular recesses in cross section, which are open to the lower wall 62. The top plate-shaped layers 20d are excluded accordingly. For example, concrete is poured into the recess with appropriate reinforcement. Alternatively, one Masonry a base is bricked up in the recess, which is supported on the lower wall 62 and up to Height of the top of the plate-shaped element 16d enough. Such a base is designated 72 in FIG. 7. The bases 72 in FIG. 7 are therefore used for static Supporting the wall to be erected above. The distance between the bases 72 can be chosen so that it Corresponds to the width of a door passage in the wall 66.
  • edge sections are also conceivable 60 to be carried out higher in certain areas at the top of the plate-shaped layer 20d of the upper plate element 16d, this layer in the area the higher sections are excluded. In this Fall would wall 66 over the edge portions on the Support lower wall 62. However, this is in the figures Not shown.
  • FIGS. 8 and 9 it is shown how two plate elements are supported on the wall 62, the support run perpendicular to each other. With the panel elements 16f, 16g, the beams run perpendicular to wall 62 and with the plate elements 20d, 20e parallel to it. Latter are carried out in a way as already shown in the figures 6 and 7.
  • the peculiarity of the plate elements 16g is that the edge portions 60g are thicker or wider than the edge sections 60 will be an adaptation to standardized beam lengths received and ensured that the knot, such as the Node 74 above the support (for the top plate element 16f) comes to rest. Otherwise, this embodiment is the same that according to FIGS. 6 and 7.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Floor Finish (AREA)
  • Building Environments (AREA)
  • Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
  • Glass Compositions (AREA)
EP97114307A 1996-09-04 1997-08-19 Dalles pour planchers de bâtiments Withdrawn EP0828033A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE29615361U DE29615361U1 (de) 1996-09-04 1996-09-04 Decke für Gebäude
DE29615361U 1996-09-04

Publications (2)

Publication Number Publication Date
EP0828033A2 true EP0828033A2 (fr) 1998-03-11
EP0828033A3 EP0828033A3 (fr) 1999-01-13

Family

ID=8028754

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97114307A Withdrawn EP0828033A3 (fr) 1996-09-04 1997-08-19 Dalles pour planchers de bâtiments

Country Status (5)

Country Link
EP (1) EP0828033A3 (fr)
CZ (1) CZ274597A3 (fr)
DE (2) DE29615361U1 (fr)
HU (1) HUP9701469A1 (fr)
PL (1) PL321930A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10349155A1 (de) * 2003-10-22 2005-05-19 Dennert Poraver Gmbh Verfahren zur Erstellung einer planen Gebäudedecke und dabei verwendete Deckenplatten

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB0300203D0 (en) * 2003-01-06 2003-02-05 Arup Group Ltd Flooring system
DE102004003366B4 (de) * 2004-01-22 2008-02-07 Wochner, Martin, Dipl.-Ing. Verfahren zum Herstellen eines Einfamilien-oder Mehrfamilienhauses, Betonfertigteil-Trogplatte für eine Gebäudedecke sowie Fertighaus
BE1019217A3 (nl) * 2010-03-29 2012-04-03 Blue Solutions Werkwijze voor het construeren van een betonvloer voor een gebouw, een gebouw geconstrueerd volgens deze werkwijze, en een betonvloerelement gebruik in deze werkijze.
GB201321922D0 (en) * 2013-12-11 2014-01-22 Laing O Rourke Plc Constructions

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2995667A (en) * 1967-11-16 1969-05-22 EDWARD ALBERT WILLIAMS, ROY CARROLL WILLIAMS NORMAN ROBERT WILLIAMS, and JOHN EARLE WILLIAMS Construction ofa precast concrete floor section to completely cover one or more rooms in one piece, powered onsite
US4185423A (en) * 1978-03-27 1980-01-29 Systems Concept, Inc. Lightweight building module
WO1981002758A1 (fr) * 1980-03-28 1981-10-01 H Saetilae Systeme de construction base sur des plaques de beton minces et elements de cassettes pour la mise en oeuvre du systeme
EP0104629A1 (fr) * 1982-09-23 1984-04-04 Tuomo Tapani Poutanen Panneau de construction combiné
GB2226058A (en) * 1988-12-14 1990-06-20 Kenneth John Pryce Prefabricated floor slab
WO1994017259A1 (fr) * 1993-01-25 1994-08-04 Marmorith Betonindustrie Procede de production d'une dalle et dalle produite de cette maniere
WO1995003460A1 (fr) * 1993-07-19 1995-02-02 Resaro Ab Agencement de support de poutre

Family Cites Families (13)

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Publication number Priority date Publication date Assignee Title
DE812464C (de) * 1949-08-21 1951-08-30 Karl Dipl-Ing Weiss Tragkonstruktion fuer Hohldecken und Traeger aus Eisenbeton
DE2103228A1 (de) * 1971-01-25 1972-08-10 Tuch, Gerhard, Dipl.-Ing., 6450 Hanau Verbund-Decken aus Fertigteilen
FR2156434A1 (fr) * 1971-10-19 1973-06-01 Ctre Tech Indl Const Met
DE2153495A1 (de) * 1971-10-27 1973-05-10 Rheinstahl Ag Fertigteildeckenplatte fuer den montagebau
FR2275603A1 (fr) * 1974-06-20 1976-01-16 Wynn Ltd G W Element de construction
DE2929350A1 (de) * 1979-07-20 1981-02-12 Ulrich Dipl Ing Fiergolla Verbundtraeger fuer gebaeudedecken
DE3019744A1 (de) * 1980-05-23 1981-12-03 Ulrich Dipl.-Ing. 4992 Espelkamp Fiergolla Verbundtraeger in montagebauweise als biegesteife verbindung vorgefertigter deckenplatten
SE8207352L (sv) * 1982-12-22 1984-06-23 Johnny Johansson Prefabricerat friberande bjelklagselement
DE3309820C2 (de) * 1983-03-18 1986-07-31 Ainedter, Dieter, Dipl.-Ing., Salzburg Deckenplatte und Verfahren zu ihrer Herstellung
DE3933392A1 (de) * 1988-10-18 1990-04-19 Ruffer Dittmar Selbsttragende aufgeloeste bauplatte
NL9000620A (nl) * 1990-03-17 1991-10-16 Oudenallen Betonindustrie B V Laag-gewicht-betonvloer zonder beton in de trekzone.
DE4100623A1 (de) * 1991-01-11 1992-07-16 Sueba Coop Bauforschung Dachtafel fuer geneigte daecher
DE4434499A1 (de) * 1994-09-27 1996-03-28 Ainedter Dieter Deckenplatte für die Herstellung von Geschoßdecken

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2995667A (en) * 1967-11-16 1969-05-22 EDWARD ALBERT WILLIAMS, ROY CARROLL WILLIAMS NORMAN ROBERT WILLIAMS, and JOHN EARLE WILLIAMS Construction ofa precast concrete floor section to completely cover one or more rooms in one piece, powered onsite
US4185423A (en) * 1978-03-27 1980-01-29 Systems Concept, Inc. Lightweight building module
WO1981002758A1 (fr) * 1980-03-28 1981-10-01 H Saetilae Systeme de construction base sur des plaques de beton minces et elements de cassettes pour la mise en oeuvre du systeme
EP0104629A1 (fr) * 1982-09-23 1984-04-04 Tuomo Tapani Poutanen Panneau de construction combiné
GB2226058A (en) * 1988-12-14 1990-06-20 Kenneth John Pryce Prefabricated floor slab
WO1994017259A1 (fr) * 1993-01-25 1994-08-04 Marmorith Betonindustrie Procede de production d'une dalle et dalle produite de cette maniere
WO1995003460A1 (fr) * 1993-07-19 1995-02-02 Resaro Ab Agencement de support de poutre

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10349155A1 (de) * 2003-10-22 2005-05-19 Dennert Poraver Gmbh Verfahren zur Erstellung einer planen Gebäudedecke und dabei verwendete Deckenplatten

Also Published As

Publication number Publication date
HU9701469D0 (en) 1997-10-28
CZ274597A3 (cs) 1998-06-17
EP0828033A3 (fr) 1999-01-13
DE19706666A1 (de) 1998-03-12
DE19706666C2 (de) 2000-02-10
HUP9701469A1 (hu) 1999-07-28
PL321930A1 (en) 1998-03-16
DE29615361U1 (de) 1996-11-14

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