EP1457609B1 - Gebäudegeschoss - Google Patents
Gebäudegeschoss Download PDFInfo
- Publication number
- EP1457609B1 EP1457609B1 EP03005690A EP03005690A EP1457609B1 EP 1457609 B1 EP1457609 B1 EP 1457609B1 EP 03005690 A EP03005690 A EP 03005690A EP 03005690 A EP03005690 A EP 03005690A EP 1457609 B1 EP1457609 B1 EP 1457609B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- concrete
- layer
- concrete slab
- ceiling
- floor plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 239000004567 concrete Substances 0.000 claims abstract description 76
- 230000002787 reinforcement Effects 0.000 claims abstract description 18
- 238000000034 method Methods 0.000 claims abstract description 11
- 125000006850 spacer group Chemical group 0.000 claims abstract description 11
- 230000003749 cleanliness Effects 0.000 claims description 19
- 239000002689 soil Substances 0.000 claims description 4
- 238000009412 basement excavation Methods 0.000 claims description 3
- 239000004568 cement Substances 0.000 claims 1
- 239000011150 reinforced concrete Substances 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 description 9
- 238000011065 in-situ storage Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 3
- 238000009417 prefabrication Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
-
- 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
- E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
Definitions
- the present invention relates to a floor panel for a building, a Building projectile with such a base plate and a method for Production of a floor slab for a building.
- a common method for the production of building bullets, in particular Keller consists in concreting the bottom plate in the excavation and after the curing of the bottom plate prefabricated wall elements on this sit up.
- the wall elements are usually one Double wall, with two thin prefabricated concrete slabs by lattice girders factory connected to a double element with remaining space become. After setting up the gap is on site with Cast in situ concrete.
- the floor ceiling is created by hanging up Ceiling elements consisting of a thin prefabricated slab with lattice girders, made in which after placing the Fertigonmaschine on the Top in-situ concrete is poured.
- the present invention is based on the object, a possibility to propose, in the production of a building by the building Use of other prefabricated conventional precast elements simplified and improved can be.
- the bottom plate consists of a finished ceiling element, in which additional spacers are mounted.
- This finished ceiling element is, contrary to its usual use rotated 180 degrees and with the flat side up and the reinforcements and the spacer after down on a clean layer of concrete that forms the subsoil and on the soil is applied, hung up.
- the concrete slab has recesses. The recesses serve also to bring in vibrators to compact the introduced concrete.
- the Recesses are finally closed by means of a smooth stroke, so that on the flat surface the application of an additional screed or the like is not required.
- the bottom plate according to the invention thus allows compared to the previous known floor slabs that are being concreted on the site, considerable Cost advantages through the degree of prefabrication in the factory. It is special interesting, that in itself common prefabricated ceiling elements only with one slight modification, namely the introduction of spacers, can be used.
- the previous activities on the site are exhausted only in the preparation of the underground and the Applying the preferably unreinforced concrete layer on the earthy Underground as a cleanliness layer. Drain lines can be in usually be provided, in which case corresponding recesses in the Finished plate of the special finished ceiling element must be provided.
- the outer wall of the Double wall element located on the cleanliness layer and the inner wall of the Double wall element on the concrete slab of the finished ceiling element of Base plate supported.
- the finished ceiling elements the bottom plate provided with connection reinforcements, which over the concrete slab protrude and extend into the space of the adjoining parts.
- connection reinforcements which over the concrete slab protrude and extend into the space of the adjoining parts.
- An inventive projectile with additional ceiling points for the ceiling Ceiling elements or double wall elements In the use of Double wall elements are these on the top also with recesses to provide for the introduction of the concrete or the vibrator.
- the Prefabricated ceiling elements or the double wall elements are so on the Sidewall elements laid that concreting simultaneously in one piece can take place and the ceiling concrete layer on the finished ceiling element or in the space between the double wall element with the concrete layer in the side walls or in the bottom plate is connected.
- the entire Building projectile is manufactured in a concreting process and shows thereby a continuously connected concrete core. This enables the creation a building, especially cellar, within a day, where a special stability and cost-effective manufacturing is guaranteed.
- the production of a Floor plate for a building as described below First, the Leveled ground of the excavation. Subsequently, a layer of cleanliness applied as a leveling layer without reinforcement, which thereby on the Soil forms a smooth surface. Then prepared finished ceiling elements, From which spacers stick out, 180 degrees with the Reinforcement side in the direction of the clean layer placed on this and the Front side of the finished ceiling elements outstanding connection reinforcements bent for further connection. After that be double wall elements as side walls with the outer wall on the Cleanliness layer and with the inner wall on concrete slab the Prefabricated ceiling elements attached. Now is the filling of in-situ concrete over the lateral double wall elements and openings in the concrete slab for the Base plate with shaking of the filled concrete in the lateral double wall elements and between the concrete slab of the finished ceiling element and the Subbase.
- ceiling elements or double wall elements on the side wall elements be placed so that the ceiling, the side walls and the floor in one Cast in situ concrete to be made into a continuous concrete layer.
- the recesses are made with a smooth line finned and closed.
- the only figure shows Building, preferably basement with two adapted Prefabricated ceiling elements 1, the reverse on a cleanliness layer. 2 rest, designed as a double wall element side wall elements 3 and the formation of the ceiling by way of example a finished ceiling element 4 and alternatively a double wall element 5.
- the cleanliness layer 2 is a continuous smooth Concrete layer, which is applied to the soil 10.
- the figure shows in schematic representation of the individual reinforcements in the concrete slabs the respective elements are cast.
- the finished ceiling elements 1 for the Floor have the usual for these elements lattice girder 6, in these Parts with an additional longitudinally extending Connection reinforcement 7 is connected.
- the concrete slabs 13 of the finished ceiling elements 1 also have Recesses 12 on, filled by the concrete and vibrators for compacting can be introduced.
- the side wall elements 3 have a smaller inner concrete slab 14 and a larger outer concrete slab 15, the lattice girder 20 with each other are connected. As can be seen from the figure, the inner concrete slab is supported 14 on the concrete slab 13 of the finished ceiling element 1 and the outer Concrete plate 15 on the cleanliness layer 2.
- a corresponding construction can be chosen in which a another double wall element 5 with an upper concrete slab 17 and a lower concrete plate 18 is used, which also has lattice girder 20th connected to each other.
- the lower concrete slab 18 is supported on the inner concrete slab 14 of the side wall member 3 and the upper concrete slab 17 on the outer concrete slab 15 of the side wall member 3 from.
- connection reinforcements 21 are to be introduced.
- On the other Side of the double wall element 5 is formed by the corresponding Dimensions of the upper concrete slab 17 a recess 22 in the then suitable connection reinforcing rods 23 can be introduced.
- the Concrete plate 17 of the double wall element 5 has openings 19 for insertion of concrete and joggers. Basically, the openings in the Concrete slabs 13, 17 spaced so that the reach of the vibrators is sufficient to compact the poured concrete.
- a finished ceiling element 4 in the usual form with the concrete slab 16 on the concrete slab 14 of the side wall element 3 are placed.
- the lattice girder 25 can additionally with a continuous connection reinforcement 24 for connection with the side wall element 3 are formed.
- waterproof in-situ concrete is cast in one pour, so that a continuous water-impermeable concrete layer without joints arises.
- the production of such a bullet can within 24 Hours are carried out.
- the openings formed in the concrete slabs 14 and 17 are filled, so that a completely smooth surface is created, no further Screed needed, for example.
Description
Claims (10)
- Bodenplatte für ein Gebäude, welche aus mindestens einem Fertigdeckenelement (1) und einer Sauberkeitsschicht (2) gefertigt ist, wobei das Fertigdeckenelement (1) aus einer Betonplatte (13) welche mit aus dieser herausragenden Bewehrungen (6) sowie mit Ausnehmungen (12) versehen ist, und wobei die Sauberkeitsschicht (2) aus Beton besteht und auf dem Erdreich (10) als Ausgleichsschicht aufgebracht ist, wobei die Bodenplatte mit Abstandshaltern (11) versehen ist, das Fertigdeckenelement (1), mit der Bewehrung (6) nach unten über die Abstandshalter (11) auf der Sauberkeitsschicht (2) abgestützt ist, und wobei der dadurch gebildete Zwischenraum (8) mit Beton gefüllt ist.
- Bodenplatte nach Anspruch 1, dadurch gekennzeichnet, dass die Abstandshalter (11) zumindest teilweise in die Betonplatte (13) einbetoniert sind.
- Bodenplatte nach Anspruch 1, dadurch gekennzeichnet, die Sauberkeitsschicht (2) als unbewehrte Betonschicht auf dem erdigen Untergrund ausgebildet ist.
- Bodenplatte nach einem der vorangegangenen Ansprüche, dadurch gekennzeichnet, dass über die Betonplatte (13) hinausragende Anschlussbewehrungen (7, 9) vorgesehen sind.
- Bodenplatte nach einem der vorangegangenen Ansprüche, dadurch gekennzeichnet, dass sie über den mit Ortbeton gefüllten Zwischenraum (8) mit mindestens einem Doppelwandelement (3) als Seitenwand verbunden ist, das sich mit der äußeren Betonplatte (15) des Doppelwandelements (3) auf der Sauberkeitsschicht (2) und mit der inneren Betonplatte (14) auf der Betonplatte (13) des Fertigdeckenelements (1) abstützt.
- Gebäudegeschoss mit einer Bodenplatte nach Anspruch 6, dadurch gekennzeichnet, dass auf dem Seitenwandelement (3) ein Fertigdeckenelement (4) oder ein Doppelwandelement (5) als Geschossdecke angeordnet ist und die Decke, Seitenwände und den Boden bildenden Elemente (1, 3, 4, 5) über eine durchgängige Betonschicht miteinander verbunden sind.
- Verfahren zur Herstellung einer Bodenplatte für ein Gebäude nach einem der Ansprüche 1-6 mit den folgenden Schritten:Einebnen des Untergrunds in der Baugrube;Aufbringen einer Sauberkeitsschicht (2) als Ausgleichsschicht, vorzugsweise ohne Bewehrung, auf den Erdreich (10) zur Bildung einer glatten Oberfläche;Auflegen von mindestens einem Fertigdeckenelement (1) mit Abstandshalter (11) um 180 Grad gedreht mit der Bewehrungsseite in Richtung der Sauberkeitsschicht (2) auf diese;Ausgießen des Zwischenraumes (8) zwischen der Betonplatte (13) des Fertigdeckenelements (1) und der Sauberkeitsschicht mit Ortbeton mit gleichzeitigem Rütteln des Betons.
- Verfahren nach Anspruch 7, dadurch gekennzeichnet, dass vor dem Ausgießen des Zwischenraumes (8) mit Ortbeton mindestens ein Doppelwandelement (3) als Seitenwand mit einer äußeren Betonplatte (15) auf die Sauberkeitsschicht (2) und mit der inneren Betonplatte (14) auf die Betonplatte (13) des Fertigdeckenelements (1) aufgesetzt wird und der durchgängige Zwischenraum in den einzelnen Elementen (1, 3) in einem Guss mit Ortbeton ausgegossen wird.
- Verfahren nach Anspruch 8, dadurch gekennzeichnet, dass vor dem Betonieren noch mindestens ein Fertigdeckenelement (4) oder Doppelwandelement auf mindestens ein Seitenwandelement (3) aufgelegt wird und die Decke, die Seitenwände und der Boden in einem Guss aus Ortbeton zu einer durchgängigen Betonschicht hergestellt werden.
- Verfahren nach Anspruch 7 oder 9, dadurch gekennzeichnet, dass nach dem Betonieren vorhandene Ausnehmungen mit einem Glattstrich verschlossen werden.
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP03005690A EP1457609B1 (de) | 2003-03-13 | 2003-03-13 | Gebäudegeschoss |
AT03005690T ATE298821T1 (de) | 2003-03-13 | 2003-03-13 | Gebäudegeschoss |
DE50300704T DE50300704D1 (de) | 2003-03-13 | 2003-03-13 | Gebäudegeschoss |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP03005690A EP1457609B1 (de) | 2003-03-13 | 2003-03-13 | Gebäudegeschoss |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1457609A1 EP1457609A1 (de) | 2004-09-15 |
EP1457609B1 true EP1457609B1 (de) | 2005-06-29 |
Family
ID=32748878
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP03005690A Expired - Lifetime EP1457609B1 (de) | 2003-03-13 | 2003-03-13 | Gebäudegeschoss |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1457609B1 (de) |
AT (1) | ATE298821T1 (de) |
DE (1) | DE50300704D1 (de) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT510233B1 (de) * | 2010-08-02 | 2012-07-15 | Redlberger Alfred | Verfahren zur herstellung von fertigteilbauteilen |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1931315U (de) * | 1965-10-25 | 1966-01-20 | Betonwerk Adolf Betz K G | Bewehrte fertigteilplatte. |
DE20219324U1 (de) * | 2002-12-12 | 2003-03-06 | Glatthaar Fertigkeller Gmbh | Gebäudegeschoss |
-
2003
- 2003-03-13 DE DE50300704T patent/DE50300704D1/de not_active Expired - Fee Related
- 2003-03-13 AT AT03005690T patent/ATE298821T1/de not_active IP Right Cessation
- 2003-03-13 EP EP03005690A patent/EP1457609B1/de not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
DE50300704D1 (de) | 2005-08-04 |
ATE298821T1 (de) | 2005-07-15 |
EP1457609A1 (de) | 2004-09-15 |
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