EP1431468A1 - Gebäudegeschoss mit vorgefertigten Doppelwandelementen und sein Herstellungsverfahren - Google Patents
Gebäudegeschoss mit vorgefertigten Doppelwandelementen und sein Herstellungsverfahren Download PDFInfo
- Publication number
- EP1431468A1 EP1431468A1 EP02027887A EP02027887A EP1431468A1 EP 1431468 A1 EP1431468 A1 EP 1431468A1 EP 02027887 A EP02027887 A EP 02027887A EP 02027887 A EP02027887 A EP 02027887A EP 1431468 A1 EP1431468 A1 EP 1431468A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- segment
- segments
- base plate
- floor
- side wall
- 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
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
Definitions
- the present invention relates to a building floor part with a base plate and at least one sidewall segment made of one with concrete poured double wall element, which on the edge of the base plate this is put on.
- the invention also relates to a building floor several such building storey parts and a method for manufacturing of a building floor.
- the usual way of building floors, especially in the case of basements made of prefabricated parts that are assembled at the construction site is to close the bottom plate in a conventional manner Concrete and pre-made after the floor slab has hardened To put wall elements on this.
- Usually economic Aspects, especially for basement construction is a combination of Precast concrete slabs and in-situ concrete for the walls are increasing applied.
- the double wall, as a hollow wall or triple wall offers called, good conditions.
- the terms with the same function as Double wall, cavity wall or triple wall stand for a construction in which two thin prefabricated panels by lattice girders to a double element in the factory be connected with remaining space. After setting up the Double wall elements on the previously locally cast base plate (Sole plate) the space on the construction site is filled with in-situ concrete.
- the triple wall created in this way has the cross section of precast panels and In-situ concrete combined statically.
- a disadvantage of all the previously known systems with the combination of Double wall elements and in-situ concrete is made of waterproof concrete, and that the floor slab and the walls are not concreted in one operation can.
- the concreting joint remains between the floor slab and the walls exist as an absolute weak point, which requires additional seals. At the same time, this creates higher constraints with one higher reinforcement requirements.
- the present invention is therefore based on the object of one possibility to propose, in which within one day the floor slab together with the Walls and possibly also ceilings can be made, but additionally none Concrete joint is created as a weak point.
- the base plate is made of at least one Base plate segment designed as a double wall element and the Space in the double walls of the floor slab segment and one or several sidewall segments are filled with concrete throughout.
- the Base plate at least with the walls, and if desired, also with the Blankets are made. Such parts of building floors and building floors for cellar rooms can be manufactured very inexpensively.
- Double wall elements can be used. Because basically the Base plate made up of one or more base plate segments and the individual Wall surfaces also from one side wall segment or more Sidewall segments can exist in the following for simplification the singular used.
- the double wall elements are of the base plate segment and the side wall segment from one first larger plate for the outside of the floor and a smaller one Plate made for the inside of the floor. Furthermore, they are in the dimensions matched so that the larger plate of the respective side wall segment on the larger plate of the Base plate segment and the smaller plate of each Sidewall segment stands on the smaller plate of the base plate segment. This creates the gaps between the prefabricated panels of each Double wall elements connected to each other in order to be combined with Concrete to be filled.
- the floor of the floor can consist of several such base plate segments be made. According to a further training at the joint between the base plate segments in the space in the double wall element covered. These joints are easily accessible because of the construction-related area a free space through the above-mentioned smaller plate of the Double wall element is created.
- the seal here, as well as at the joint in the outer area between the wall segment and the base plate segment, is done by a hot glued bitumen membrane. Subsequently, in reinforcement (connection reinforcement) is attached to this area and then poured out with concrete.
- the Floor ceiling can be made.
- the one for holding the floor ceiling necessary supports can be used through the use of double wall elements also for the floor slab area, without prior concreting be used.
- the floor slab are also advantageous the usual and well-known prefabricated ceiling panels with prepared reinforcement used and placed on the double wall elements of the wall segments so that the space between the double walls is not covered. Then can do the same in a concreting process with appropriate concrete pumps Side walls, the floor slab and the ceiling are concreted so that the entire basement has a continuously connected concrete core. This contributes to the particular stability and cost-effective production.
- the production of a building floor takes place at least one base plate segment, several side wall segments and at least one ceiling segment, with the bottom wall segments and the Sidewall segments as double wall elements with different sizes Wall panels and the ceiling elements are designed as prefabricated panels, such as described below. It is assumed that the surface for the Base plate is prepared in the usual and known manner.
- the underground points expediently a gravel filter and a lean concrete layer.
- the side walls with the larger wall plate facing out onto the or the base plate segments set up in such a way that the smaller wall plates and the larger wall panels are assigned to each other and the space connected between the base plate segments and the wall segments becomes.
- the ceiling segments are placed on the wall segments without that the space between the double wall elements and the Sidewall segments is closed. This is followed by Pour the base plate segments and the surface of the Ceiling segments essentially at the same time as a waterproof one Concrete, for example waterproof concrete.
- the concrete in the floor slab segments is specially designed for this provided openings compressed.
- Figure 1 shows two base plate segments 1, 2 and one on the left Base plate segment 2 set up side wall segment 3. Such segments usually have a maximum width of 3 m and a length of 7 - 8 m each after request.
- the invention is exemplary in connection explained with the segments 1 - 3 shown.
- a complete floor of course consists of several side wall segments 3 and can also have a multiplicity of base plate segments 1, 2.
- All segments 1 - 3 are designed and exist as double wall elements from a larger outer prefabricated panel 4 and an inner smaller one Prefabricated panel 5. These are connected to each other via a lattice reinforcement 6.
- the dimensions of the base plate segments 1, 2 and the side wall segments 3 with regard to the thickness can be according to the requirements be adjusted. When made in the factory, the size is the smaller Prefabricated panel 5 at the base plate segments 1, 2 to the thickness of the Side wall elements 3 and vice versa.
- the side wall segments 3 are so on the Base plate segment 1 placed that the precast plate 4 of the side wall segment 3 on the precast plate 4 of the base plate segment and the Prefabricated panel 5 of the side wall segment 3 on the prefabricated panel 5 of the Floor plate segment 1 stands.
- a connecting reinforcement 7 can be introduced as a corner connection.
- the prefabricated panel 5 of the floor panel segments 1, 2 has openings 8 which in the figure are schematic and not indicated to scale. These openings serve to feed the in-situ concrete and the subsequent shaking and Compacting the concrete. After completion, these openings 8 locked.
- bitumen sheet 10 By placing the two base plate segments 1, 2 together above the joint 9 between the two outer panels 4 of the two base plate segments 1, 2, a space through which the joint a bitumen sheet 10 can be applied hot glued to the passage to prevent moisture or water at this point.
- a corresponding Bitumen sheet 12 is also at the joint 11 between the prefabricated panel 4 of the Sidewall segment 3 and the precast plate 4 of the base plate segment 1 arranged hot glued.
- Figure 2 shows a part of a concrete already poured Projectile with the segments 1 - 3 already explained in FIG. 1.
- a load-bearing inner wall 16 which is exemplary here is also made of concrete. This supports the floor ceiling 17, the also consists of a precast plate provided with a reinforcement 18 and was concreted in when the space was poured. So that will one floor with a complete, continuous concrete core composite manufactured that has no joints that need to be specially revised.
- the prefabricated panel 19 of the floor ceiling 17 is located on a second sidewall segment.
- the support can be used without a previous concreting is required by corresponding yourself on the Precast plate 5 of the respective base plate segment 1 does not support shown building supports.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Panels For Use In Building Construction (AREA)
- Building Environments (AREA)
- Finishing Walls (AREA)
- Finish Polishing, Edge Sharpening, And Grinding By Specific Grinding Devices (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
Description
- Figur 1
- zeigt die schematische Querschnittsdarstellung eines Wandsegments auf einem Bodenplattensegment mit einem daran anschließendem zweiten Bodenplattensegment und
- Figur 2
- die schematische Schnittdarstellung eines Geschosses mit komplettem Ortbetonverguss.
Claims (14)
- Gebäudegeschossteil mit einer Bodenplatte und mindestens einem Seitenwandsegment aus einem mit Beton ausgegossenem Doppelwandelement (3) aus einem Beton ausgegossenem Doppelwandelement, welches am Rand der Bodenplatte auf diese aufgesetzt ist, dadurch gekennzeichnet, dass die Bodenplatte aus mindestens einem Bodenplattensegment (1, 2) als Doppelwandelement ausgebildet ist und der Zwischenraum (15) in den Doppelwänden des Bodenplattensegments (1, 2) und einem oder mehreren Seitenwandelementen (3) durchgängig im Verbund mit Beton gefüllt ist.
- Gebäudegeschossteil nach Anspruch 1, dadurch gekennzeichnet, dass die Doppelwandelemente des Bodenplattensegments (1, 2) und des Seitenwandsegments (3) aus einer ersten größeren Platte (4) für die Außenseite des Geschosses und einer kleineren Platte (5) für die Innenseite des Geschosses bestehen, und in den Abmessungen so aufeinander abgestimmt sind, dass die größere Platte (4) des jeweiligen Seitenwandsegments (3) auf der größeren Platte (4) des Bodenplattensegments (1, 2) und die kleinere Platte (5) des jeweiligen Seitenwandsegments (3) auf der kleineren Platte (4) des Bodenplattensegments (1, 2) steht.
- Gebäudegeschossteil nach einem der vorangegangenen Ansprüche, dadurch gekennzeichnet, dass auf der Innenseite des Geschosses das Bodenplattensegment (1, 2) mit Abstand voneinander angeordnete Öffnungen (8) zu dem Zwischenraum (15) zwischen den Doppelwänden aufweist.
- Gebäudegeschossteil nach einem der vorangegangenen Ansprüche, dadurch gekennzeichnet, dass der Boden des Geschosses aus mehreren derartiger Bodenplattensegmenten (1, 2) hergestellt ist.
- Gebäudegeschossteil nach Anspruch 4, dadurch gekennzeichnet, dass die Stoßstelle (9) zwischen den Bodenplattensegmenten (1, 2) in dem Zwischenraum (15) in den Doppelwandelementen abgedeckt ist.
- Gebäudegeschossteil nach einem der vorangegangenen Ansprüche, dadurch gekennzeichnet, dass die Stoßstelle (11) außen zwischen dem Seitenwandsegment (3) und dem jeweiligen Bodenplattensegment (1) abgedeckt ist.
- Gebäudegeschossteil nach Anspruch 5 oder 6, dadurch gekennzeichnet, dass die Stoßstelle (9, 11) durch eine heiß verklebte Bitumenbahn (10, 11) abgedeckt ist.
- Gebäudegeschossteil nach einem der vorangegangenen Ansprüche, dadurch gekennzeichnet, dass auf dem Seitenwandsegment (3) ein Deckensegment (17) angeordnet ist, das als Unterseite einer Fertigteilplatte (19) aufweist und die auf die Fertigteilplatte (19) aufgebrachte Betonschicht (20) durchgängig mit dem Beton (21) in den Doppelwandsegmenten verbunden ist.
- Gebäudegeschoss aus mehreren Gebäudegeschossteilen nach Anspruch 1 oder 2, gekennzeichnet durch mindestens ein Bodenplattensegment (1, 2) mindestens vier Seitenwandsegmenten (3) und mindestens einem Deckensegment (17) aus einer Fertigteilplatte (19) als Unterseite, bei den der Beton (21) in den Zwischenräumen (15) in den Doppelwänden und die Betonschicht (20) auf dem Deckensegment (17) als eine Verbundbetonschicht ausgebildet ist.
- Verfahren zur Herstellung eines Gebäudegeschosses aus mindestens einem Bodenplattensegment (1, 2), mehreren Seitenwandsegmenten (3) und mindestens einem Deckensegment (17) wobei die Bodenwandsegmente (1, 2) und die Seitenwandsegmente (3) als Doppelwandelemente mit unterschiedlich großen Wandplatten (4, 5) und die Deckenelemente (17) als Fertigteilplatte (19) mit Armierung ausgebildet sind, mit den folgenden Schritten:Auflegen von mindestens einem Bodenplattensegment (1, 2) mit der größeren Wandplatte (5) auf einen vorbereiteten Untergrund;Aufstellen der Seitenwandsegmente (3) mit der größeren Wandplatte (4) nach außen auf das jeweilige zugehörige Bodenplattensegment (1, 2);Auflegen der Deckensegmente (17) auf die Seitenwandsegmente (3) ohne Überdeckung des Zwischenraumes (15) in den Seitenwandsegmenten (3); undAusgießen der Bodenplattensegmente (1, 2) und der Seitenwandsegmente (3) sowie der Oberfläche der Deckensegmente (17) in einem durchgehenden Betonierarbeitsgang.
- Verfahren nach Anspruch 10, dadurch gekennzeichnet, dass während des Ausgießens der Beton in den Bodenplattensegmenten (1, 2) über eigens dafür vorgesehenen Öffnungen (8) verdichtet wird.
- Verfahren nach einem der vorangegangenen Ansprüche 10 oder 11, dadurch gekennzeichnet, dass dem Aufstellen der Seitenwandsegmente (3) eine rechtwinklige Anschlussbewehrung (7) eingebracht wird.
- Verfahren nach einem der vorangegangenen Ansprüche 10 bis 12, dadurch gekennzeichnet, dass die Stoßstelle (9) zwischen den größeren Wandplatten (5) der Bodenplattensegmente (1, 2) vor dem Ausgießen gegen Feuchtigkeitseintritt abgedichtet, und anschließend in diesem Zwischenraumbereich (13) eine Anschlussbewehrung (14) eingebracht wird.
- Verfahren nach einem der vorangegangenen Ansprüche 10 bis 13, dadurch gekennzeichnet, dass die Öffnungen (8, 13) in den Bodenplattensegmenten (1, 2) und zwischen den Bodenplattensegmenten zugespachtelt werden, so dass die Oberfläche des Bodens glatt ist.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE20219324U | 2002-12-12 | ||
DE20219324U DE20219324U1 (de) | 2002-12-12 | 2002-12-12 | Gebäudegeschoss |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1431468A1 true EP1431468A1 (de) | 2004-06-23 |
EP1431468B1 EP1431468B1 (de) | 2004-08-11 |
Family
ID=7977938
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02027887A Expired - Lifetime EP1431468B1 (de) | 2002-12-12 | 2003-01-01 | Gebäudegeschoss mit vorgefertigten Doppelwandelementen und sein Herstellungsverfahren |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1431468B1 (de) |
AT (1) | ATE273421T1 (de) |
DE (2) | DE20219324U1 (de) |
HK (1) | HK1066038A1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113027023A (zh) * | 2021-04-02 | 2021-06-25 | 袁国强 | 一种装配式叠合楼板及该叠合楼板的施工方法 |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE50300704D1 (de) * | 2003-03-13 | 2005-08-04 | Glatthaar Fertigkeller Gmbh | Gebäudegeschoss |
EP1482098B1 (de) * | 2003-05-26 | 2008-01-09 | Glatthaar Fertigkeller GmbH | Wasserundurchlässiger Keller und Verfahren zu seiner Herstellung |
EP2122075B1 (de) * | 2007-02-10 | 2014-12-31 | Kappema Fertigteilindustrie GmbH | Bauelement mit innenschalung |
DE102007011557A1 (de) * | 2007-02-27 | 2008-09-04 | Jens Döring | Vollgeschoßgebäude mit großen, flachen, freitragenden Gewölbe aus filigranen Stahlbetonfertigteilelementen, zu einem gesamt geschlossenen, homogenen und dichten Baukörper |
IT1400889B1 (it) * | 2010-07-08 | 2013-07-02 | Fornace Calandra S R L | Procedimento per realizzare una bilastra con fondazione. |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3399505A (en) * | 1965-03-24 | 1968-09-03 | Comment Paul | Process of constructing a building |
DE1909204A1 (de) * | 1968-02-26 | 1969-11-27 | Rudolf Polan | Mantel-Bauweise |
FR2021979A1 (de) * | 1968-10-31 | 1970-07-24 | Gualandi Sergio | |
FR2467923A2 (fr) * | 1971-11-15 | 1981-04-30 | Olle Jean Louis | Procede de construction a l'aide de panneaux prefabriques et construction ainsi realisee |
DE19521262A1 (de) * | 1995-06-10 | 1996-12-12 | Christa Gmbh & Co Kg | Bauplatte |
DE29805829U1 (de) * | 1998-03-31 | 1998-07-09 | Degen, Paul, 77830 Bühlertal | Wärmegedämmtes, hohlwandiges Bauteil |
EP1046758A1 (de) * | 1999-04-19 | 2000-10-25 | Rolf Bless | Verfahren zur Herstellung einer Platte und einer davon aufgehenden Verbundschalungswand, vorfabriziertes Verbundschalungselement |
-
2002
- 2002-12-12 DE DE20219324U patent/DE20219324U1/de not_active Expired - Lifetime
-
2003
- 2003-01-01 EP EP02027887A patent/EP1431468B1/de not_active Expired - Lifetime
- 2003-01-01 DE DE50300052T patent/DE50300052D1/de not_active Expired - Fee Related
- 2003-01-01 AT AT02027887T patent/ATE273421T1/de not_active IP Right Cessation
-
2004
- 2004-11-12 HK HK04108962A patent/HK1066038A1/xx not_active IP Right Cessation
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3399505A (en) * | 1965-03-24 | 1968-09-03 | Comment Paul | Process of constructing a building |
DE1909204A1 (de) * | 1968-02-26 | 1969-11-27 | Rudolf Polan | Mantel-Bauweise |
FR2021979A1 (de) * | 1968-10-31 | 1970-07-24 | Gualandi Sergio | |
FR2467923A2 (fr) * | 1971-11-15 | 1981-04-30 | Olle Jean Louis | Procede de construction a l'aide de panneaux prefabriques et construction ainsi realisee |
DE19521262A1 (de) * | 1995-06-10 | 1996-12-12 | Christa Gmbh & Co Kg | Bauplatte |
DE29805829U1 (de) * | 1998-03-31 | 1998-07-09 | Degen, Paul, 77830 Bühlertal | Wärmegedämmtes, hohlwandiges Bauteil |
EP1046758A1 (de) * | 1999-04-19 | 2000-10-25 | Rolf Bless | Verfahren zur Herstellung einer Platte und einer davon aufgehenden Verbundschalungswand, vorfabriziertes Verbundschalungselement |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113027023A (zh) * | 2021-04-02 | 2021-06-25 | 袁国强 | 一种装配式叠合楼板及该叠合楼板的施工方法 |
Also Published As
Publication number | Publication date |
---|---|
HK1066038A1 (en) | 2005-03-11 |
DE50300052D1 (de) | 2004-09-16 |
ATE273421T1 (de) | 2004-08-15 |
EP1431468B1 (de) | 2004-08-11 |
DE20219324U1 (de) | 2003-03-06 |
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