EP1258580A2 - Verfahren zur Errichtung einer Gebäudedecke an einem Bauwerk - Google Patents
Verfahren zur Errichtung einer Gebäudedecke an einem Bauwerk Download PDFInfo
- Publication number
- EP1258580A2 EP1258580A2 EP02006332A EP02006332A EP1258580A2 EP 1258580 A2 EP1258580 A2 EP 1258580A2 EP 02006332 A EP02006332 A EP 02006332A EP 02006332 A EP02006332 A EP 02006332A EP 1258580 A2 EP1258580 A2 EP 1258580A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- ceiling
- ceiling plate
- stop
- building wall
- building
- 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
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B1/3505—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by the in situ moulding of large parts of a structure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/02—Containers for fluids or gases; Supports therefor
- E04H7/18—Containers for fluids or gases; Supports therefor mainly of concrete, e.g. reinforced concrete, or other stone-like material
-
- 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
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B2001/3588—Extraordinary methods of construction, e.g. lift-slab, jack-block using special lifting or handling devices, e.g. gantries, overhead conveying rails
- E04B2001/3594—Extraordinary methods of construction, e.g. lift-slab, jack-block using special lifting or handling devices, e.g. gantries, overhead conveying rails inflatable lifting or handling devices
Definitions
- the invention relates to a method for erecting a building ceiling on a Building with a floor slab and a circumferentially closed one built on the floor slab Building wall, one made on the floor slab Ceiling slab, the circumferential contour of which corresponds to the inner contour of the building wall is formed and with a circumferentially closed and waterproof trained side wall is designed as a floating body, by pouring water into the area delimited from the inside of the building wall Room is floated up and after reaching the ceiling height is connected to the building wall.
- the disadvantage here is the relatively complex and ineffective sealing between the ceiling tile and the building wall in the upper end position of the ceiling tile through the inflatable tube. With a rough concrete surface this is Sealing is only imperfectly possible, so that water can penetrate. Furthermore, the insert profile holding the hose is a relatively filigree component and Contamination and / or damage from subsequent concreting exposed to the ceiling slab or the building wall.
- the object of the invention is to provide an improved method of the aforementioned Way to provide. According to the invention, this is achieved by limiting the floating up of the ceiling slab an inward protruding, all-round Stop is attached to the building wall to which the ceiling tile or a circumferential part tightly connected to the ceiling tile in the upper one End position of the floating up is pressed, the ceiling plate or the peripheral part is sealed against the stop.
- a certain contact pressure can Ceiling plate against the circumferential stop can be applied by the Apply a slight overpressure to the water body below the ceiling plate becomes.
- the additional load of the connection concrete can be added can be added without causing a drop in the ceiling of the building comes.
- anchors had to be placed in the wall crown be concreted in and later the wall crown protruding inwards Horizontal rails are installed to create this contact option, which has required an additional amount of work.
- a prepared base plate 1 made of reinforced concrete is here Sliding or climbing formwork 2, not shown in detail, is a circumferentially closed, in the embodiment shown, cylindrical building wall 3 pulled up.
- Fig. 1 illustrates the building wall that has already been raised by the top of the wall 4 is completed.
- the one for making the building wall used outer part of the sliding or climbing formwork 2 protrudes above the Wall crown 4 beyond.
- the inner formwork has already been removed.
- the outer part the sliding or climbing formwork 2 is tightly connected to the building wall 3 and continues this up.
- a ceiling plate 5 made, which consist in particular of reinforced concrete can. This can be done before pouring the concrete into a prepared formwork a release film can be laid out on the base plate 1 (or one of the two parts separating spray film is applied).
- the ceiling plate 5 has a reduced thickness in an outer area, which of a bevel 6 or gradation on the top of the ceiling tile is trained. This offset edge area is used for later exposure of the connecting concrete between the ceiling slab and the building wall.
- the drop side 9 surrounds the vertical surface 8 in the region of its lower end Ceiling plate and lies on the edge-stepped area.
- the drop side is by foaming the gap between the side wall and the vertical Surface by means of a sealing material 11 or by means of an elastic cement or sealed by inserting a soft rubber profile in this gap, wherein this sealing process can be carried out very quickly and easily and as a result further achieved a certain mounting of the side wall 9 on the ceiling plate 5 becomes.
- the drop side consists of several trough plates that are circular in plan view 10, which are tightly connected. This can be done, for example a vertical one that bridges the gap between two trough plates Sealing strip 12 is screwed to the two adjacent trough plates 10 4, as shown schematically in FIG. This makes it easy to assemble the side wall possible despite its close distance to the building wall 3.
- an angle profile 13 (Fig. 3) leveled and fixed to the building wall, with the legs 14 fastened to the inside of the building wall opposite the building wall is sealed.
- the height of the angle profile can be precisely measured and be fixed, which also means the altitude of those to be manufactured
- the ceiling must be precisely determined and the leveling of the ceiling to be produced is made possible.
- the ceiling plate 5 serves as floating work platform.
- a seal 15 for example inserted in the form of a soft rubber or foam rubber profile in order to Sealing angle profile 13 against the building wall 3.
- a seal 17 set for example also formed by a soft rubber part becomes.
- the water body below the ceiling plate can now be easily Overpressure.
- a vertical one Riser pipe 18 (FIG. 2) is provided which passes through the ceiling plate 5 or an opening through the ceiling plate 5 continues.
- this has a riser 18 just such a length that the desired overpressure Water column reaches the upper end of the riser pipe 18 and exits from it. Pressing the ceiling panel against the stop 22 becomes reliable prevented.
- the method according to the invention can be used in an analogous manner if the Ceiling slab to be set below the wall crown 4.
- the stop 22 ensures that the ceiling panel when applying the Connection concrete 21 does not drop.
- FIG. 6 A somewhat modified embodiment of the ceiling plate is shown in Fig. 6.
- a part 23 attached to the front of the ceiling panel or over an anchor 24 (welded or in one piece with the part 23) in the ceiling plate concreted.
- This part 23 has a horizontal web and a vertical one Web (and is essentially T-shaped).
- the vertical bridge serves at the same time as formwork for the manufacture of the ceiling plate 5, the horizontal
- the web is partly on the underside of the edge-side concrete of the ceiling slab on, in part it towers outwards.
- the drop side 9 is outside here the vertical surface 8 formed by the vertical leg of the part 23 and lies on the outwardly projecting horizontal leg of the Part 23, again with a sealing material 11 between the side wall 9 and the vertical surface 8 is introduced.
- the horizontal cantilever The web of part 23 strikes when the ceiling panel floats, if this has reached its upper end position at the stop 22.
- FIG. 7 A similar embodiment of the ceiling plate is also shown in Fig. 7.
- the part 23 is designed as a horizontal web on which one in the concrete Ceiling-mounted concrete anchor 24 is attached.
- the vertical surface 8 is in this embodiment from the edge end of the Concrete of the ceiling slab formed.
- an angle profile 13 to form the circumferential that is, circumferentially closed stop
- an annular flat iron can also be fastened to the wall crown 4, that still dominates the top of the wall 4.
- the seal 17 could instead of Leg 16 (or on the flat iron protruding inside the wall crown) also be attached to the ceiling plate 5 or to part 23 (on a corresponding interacting with the stop 22).
- a vertical surface 8 around which the side wall 9 is attached could for example by means of one attached to the top of the ceiling panel Profile are formed, which has a web projecting upwards (for example an L or T profile).
- This profile, like parts 23, could consist of steel or aluminum, for example.
- the building can be other than have a cylindrical cross section. It can also have ring-shaped ceilings be produced between a cylindrical outer wall and a cylindrical Inner wall are provided.
- the shape of the ceiling is wide variable.
- the ceiling plate made on the base plate can also have recesses for columns arranged within the building wall, which are used for support serve the finished ceiling.
- the method according to the invention can be applied here in a completely analogous way. For sealing between the column and the ceiling slab in the upper end position of the high swimming can in turn be an inwardly projecting, all-round stop on the column be attached.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- General Engineering & Computer Science (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Building Environments (AREA)
- Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
Abstract
Description
- Fig. 1
- einen vertikalen Längsschnitt durch ein zu errichtendes siloartiges Bauwerk, bei dem die Bodenplatte und die Gebäudewand fertiggestellt sind;
- Fig. 2
- einen vertikalen Längsschnitt eines oberen Teils des Bauwerks mit noch unterhalb der Deckenhöhe schwimmenden Deckenplatte (in einem vergrößerten Maßstab);
- Fig. 3
- einen gegenüber Fig. 2 vergrößerten Ausschnitt des Verfahrensschrittes, bei dem die Deckenplatte die Deckenhöhe erreicht hat;
- Fig. 4
- ein Detail der Verbindung zweier Teile der Bordwand bildenden Platten (in Draufsicht);
- Fig. 5
- einen Ausschnitt der mit der Gebäudewand verbundenen Deckenplatte;
- Fig. 6
- eine modifizierte Ausbildungsform der Deckenplatte und
- Fig. 7
- eine weitere modifizierte Ausbildungsform der Deckenplatte.
- 1
- Bodenplatte
- 2
- Kletterschalung
- 3
- Gebäudewand
- 4
- Mauerkrone
- 5
- Deckenplatte
- 6
- Abschrägung
- 7
- Stirnfläche
- 8
- vertikale Fläche
- 9
- Bordwand
- 10
- Wannenblech
- 11
- Dichtmaterial
- 12
- Dichtleiste
- 13
- Winkelprofil
- 14
- Schenkel
- 15
- Dichtung
- 16
- Schenkel
- 17
- Dichtung
- 18
- Steigrohr
- 19
- Armierungseisen
- 20
- Armierungseisen
- 21
- Beton
- 22
- Anschlag
- 23
- Teil
- 24
- Anker
Claims (14)
- Verfahren zur Errichtung einer Gebäudedecke an einem Bauwerk mit einer Bodenplatte (1) und einer auf der Bodenplatte errichteten, umfangsgeschlossenen Gebäudewand (3), wobei eine auf der Bodenplatte (1) gefertigte Dekkenplatte (5), deren Umfangskontur zur Innenkontur der Gebäudewand (3) korrespondierend ausgebildet ist und die mit einer umfangsgeschlossenen und wasserdicht ausgebildeten Bordwand (9) zu einem Schwimmkörper ausgestaltet wird, durch Einfüllen von Wasser in den von der Innenseite der Gebäudewand begrenzten Raum hochschwimmen gelassen wird und nach Erreichen der Deckenhöhe mit der Gebäudewand (3) verbunden wird, dadurch gekennzeichnet, daß zur Begrenzung des Hochschwimmens der Deckenplatte (5) ein nach innen vorragender, umlaufender Anschlag (22) an der Gebäudewand angebracht wird, an den die Deckenplatte (5) oder ein mit der Dekkenplatte (5) dicht verbundenes, umlaufendes Teil (23) in der oberen Endstellung des Hochschwimmens angedrückt wird, wobei die Deckenplatte (5) bzw. das umlaufende Teil (23) gegenüber dem Anschlag (22) abgedichtet wird.
- Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß zwischen dem Anschlag (22) und der Deckenplatte (5) bzw. dem umlaufenden Teil (23) eine am Anschlag (22) angeordnete Dichtung (17) und/oder eine an der Deckenplatte (5) bzw. am umlaufenden Teil (23) angeordnete Dichtung vorgesehen ist.
- Verfahren nach Anspruch 1 oder Anspruch 2, dadurch gekennzeichnet, daß zur Ausbildung des Anschlages (22) ein Schenkel (14) eines Winkelprofils (13) an der Innenseite der Gebäudewand (3) befestigt wird und der andere Schenkel (16) des Winkelprofils (13) den umlaufenden Anschlag (22) bildet.
- Verfahren nach Anspruch 3, dadurch gekennzeichnet, daß die zwischen dem Anschlag (22) und der Deckenplatte (5) bzw. dem umlaufenden Teil (23) vorgesehene Dichtung (17) an der Unterseite des den Anschlag (22) bildenden Schenkels (16) des Winkelprofils (13) befestigt ist.
- Verfahren nach Anspruch 3 oder Anspruch 4, dadurch gekennzeichnet, daß zwischen dem an der Innenseite der Gebäudewand (3) befestigten Schenkel (14) des Winkelprofils (13) und der Gebäudewand (3) eine Dichtung (15) vorgesehen ist.
- Verfahren nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß die Bordwand (5) im Bereich ihres unteren Endes eine vertikale Fläche (8) der Deckenplatte (5) oder eines mit der Deckenplatte (5) dicht verbundenen Teils (23) umgibt und gegenüber dieser vertikalen Fläche (8) abgedichtet ist.
- Verfahren nach Anspruch 6, dadurch gekennzeichnet, daß die vertikale Fläche (8) von einer Abstufung der Deckenplatte (5) gebildet wird.
- Verfahren nach Anspruch 6, dadurch gekennzeichnet, daß die vertikale Fläche (8) von der randseitigen Stirnfläche der Deckenplatte (5) bzw. einem die randseitige Stirnfläche der Deckenplatte (5) umgebenden Teil (23) gebildet wird.
- Verfahren nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, daß ein die Stirnfläche (7) der Deckenplatte nach außen überragendes umlaufendes Teil (23) vorgesehen ist, das dicht mit der Deckenplatte verbunden ist.
- Verfahren nach Anspruch 9, dadurch gekennzeichnet, daß die Bordwand (9) auf dem Teil (23) aufliegt.
- Verfahren nach Anspruch 9 oder Anspruch 10, dadurch gekennzeichnet, daß das Teil (23) einen Anker (24) aufweist, mit dem es in die Deckenplatte (5) einbetoniert ist.
- Verfahren nach einem der Ansprüche 8 bis 11, dadurch gekennzeichnet, daß das Teil (23) einen vertikalen Steg aufweist, der die Abschalung der Deckenplatte bildet.
- Verfahren nach einem der Ansprüche 1 bis 12, dadurch gekennzeichnet, daß ein mit dem Raum unterhalb der Deckenplatte (5) kommunizierendes Steigrohr (18) vorgesehen ist, über welches der Anpreßdruck an den Anschlag (22) eingestellt wird.
- Verfahren nach Anspruch 13, dadurch gekennzeichnet, daß die Länge des Steigrohrs so ausgebildet ist, daß aus dem oberen Ende des Steigrohrs Wasser austritt, wenn der vorgesehene Anpreßdruck erreicht ist.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT0066301A AT410232B (de) | 2001-04-25 | 2001-04-25 | Verfahren zur errichtung einer gebäudedecke an einem bauwerk |
AT6632001 | 2001-04-25 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1258580A2 true EP1258580A2 (de) | 2002-11-20 |
EP1258580A3 EP1258580A3 (de) | 2004-01-07 |
EP1258580B1 EP1258580B1 (de) | 2007-07-04 |
Family
ID=3678469
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02006332A Expired - Lifetime EP1258580B1 (de) | 2001-04-25 | 2002-03-21 | Verfahren zur Errichtung einer Gebäudedecke an einem Bauwerk |
Country Status (4)
Country | Link |
---|---|
US (1) | US6658811B2 (de) |
EP (1) | EP1258580B1 (de) |
AT (2) | AT410232B (de) |
DE (1) | DE50210405D1 (de) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108396734B (zh) * | 2018-04-29 | 2024-04-09 | 广西建工集团第三建筑工程有限责任公司 | 一种控制冲孔灌注桩桩顶混凝土浇筑标高的装置 |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19923078A1 (de) | 1998-06-24 | 1999-12-30 | Lothar Bitschnau | Verfahren zur Errichtung einer Gebäudedecke an einem siloartigen Bauwerk |
EP1087069A2 (de) | 1999-09-24 | 2001-03-28 | Lothar Ing. Bitschnau | Verfahren zur Errichtung einer Gebäudedecke |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3638368A (en) * | 1970-03-09 | 1972-02-01 | Environmental Structures Inc | Inflatable shelter and method of erection |
FR2215519B3 (de) * | 1973-01-25 | 1976-01-30 | Bonnichon Antoine Fr | |
JPS589206B2 (ja) * | 1975-03-06 | 1983-02-19 | 三菱重工業株式会社 | 陸上プラント建設方法 |
US4107899A (en) * | 1975-05-05 | 1978-08-22 | Frederick Crooks | Load-bearing walls and similar structures |
IT1072998B (it) * | 1976-10-07 | 1985-04-13 | Binishells Spa | Procedimento ed apparecchiatura per l'erezione di strutture edilizie sostanzialmente a cupola |
DE3809060A1 (de) * | 1988-03-18 | 1989-09-28 | Timmer Ingbuero Gmbh | System zum temperieren von raeumen eines gebaeudes |
-
2001
- 2001-04-25 AT AT0066301A patent/AT410232B/de not_active IP Right Cessation
-
2002
- 2002-03-21 EP EP02006332A patent/EP1258580B1/de not_active Expired - Lifetime
- 2002-03-21 DE DE50210405T patent/DE50210405D1/de not_active Expired - Lifetime
- 2002-03-21 AT AT02006332T patent/ATE366342T1/de not_active IP Right Cessation
- 2002-04-25 US US10/132,752 patent/US6658811B2/en not_active Expired - Fee Related
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19923078A1 (de) | 1998-06-24 | 1999-12-30 | Lothar Bitschnau | Verfahren zur Errichtung einer Gebäudedecke an einem siloartigen Bauwerk |
EP1087069A2 (de) | 1999-09-24 | 2001-03-28 | Lothar Ing. Bitschnau | Verfahren zur Errichtung einer Gebäudedecke |
Also Published As
Publication number | Publication date |
---|---|
EP1258580A3 (de) | 2004-01-07 |
AT410232B (de) | 2003-03-25 |
US20020157345A1 (en) | 2002-10-31 |
ATE366342T1 (de) | 2007-07-15 |
US6658811B2 (en) | 2003-12-09 |
DE50210405D1 (de) | 2007-08-16 |
ATA6632001A (de) | 2002-07-15 |
EP1258580B1 (de) | 2007-07-04 |
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