EP1258580B1 - Méthode pour construire le plafond d'un bâtiment - Google Patents

Méthode pour construire le plafond d'un bâtiment Download PDF

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Publication number
EP1258580B1
EP1258580B1 EP02006332A EP02006332A EP1258580B1 EP 1258580 B1 EP1258580 B1 EP 1258580B1 EP 02006332 A EP02006332 A EP 02006332A EP 02006332 A EP02006332 A EP 02006332A EP 1258580 B1 EP1258580 B1 EP 1258580B1
Authority
EP
European Patent Office
Prior art keywords
ceiling
stop
ceiling slab
building wall
running
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
Application number
EP02006332A
Other languages
German (de)
English (en)
Other versions
EP1258580A2 (fr
EP1258580A3 (fr
Inventor
Lothar Ing. Bitschnau
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
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Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP1258580A2 publication Critical patent/EP1258580A2/fr
Publication of EP1258580A3 publication Critical patent/EP1258580A3/fr
Application granted granted Critical
Publication of EP1258580B1 publication Critical patent/EP1258580B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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 plate and a built on the bottom plate, circumferentially closed building wall, wherein a ceiling plate made on the bottom plate whose peripheral contour is formed corresponding to the inner contour of the building wall and formed with a circumferentially closed and waterproof Board is designed to a float, is floated by filling water in the limited space from the inside of the building wall space and is connected after reaching the ceiling height with the building wall.
  • the disadvantage here is the relatively complex and less effective seal between the ceiling plate and the building wall in the upper end position of the ceiling plate through the inflatable tube. In a rough concrete surface, this seal is only imperfectly possible, so that water can pass through. Furthermore, the hose receiving insert profile is exposed to a relatively filigree component and dirt and / or damage from the subsequent concreting of the ceiling slab or the building wall.
  • the object of the invention is to provide an improved method of the type mentioned. According to the invention, this is achieved by attaching an inwardly projecting, circumferential stop on the building wall to limit the high swimming of the ceiling plate to which the ceiling plate or a tightly connected to the ceiling plate, rotating part is pressed in the upper end position of Hochschwimmens, the Ceiling plate or the peripheral part is sealed against the stop.
  • a certain contact pressure of the ceiling panel against the peripheral stop can be applied by providing the water body below the ceiling panel with a slight overpressure.
  • the subsequently introduced additional load of the connecting concrete can be absorbed without the building ceiling sinking.
  • this anchor had to be concreted into the masonry crown and later the masonry crown inwardly superior horizontal rails are mounted to produce this Anpreß réellekeit, which has caused additional work.
  • a circumferentially closed, cylindrical in the embodiment shown building wall 3 is pulled up by means of a sliding or climbing formwork not shown here.
  • Fig. 1 illustrates the already raised building wall, which is completed by the top wall 4 upwards.
  • the outer part of the sliding or climbing formwork 2 used for the production of the building wall projects beyond the masonry crown 4.
  • the inner formwork is already dismantled.
  • the outer part of the sliding or climbing formwork 2 is connected tightly to the building wall 3 and continues upwards.
  • a ceiling plate 5 is made on the bottom plate 1, which may consist in particular of reinforced concrete.
  • a release film on the bottom plate 1 are designed (or a spray film separating the two parts is applied).
  • the ceiling plate 5 has a reduced thickness in an outer area, which is formed by a chamfer 6 or gradation at the top of the ceiling plate. This remote edge area is used for later recording of the connecting concrete between the ceiling slab and the building wall.
  • a further step is provided outside the chamfer 6 in the vicinity of the peripheral end face 7, which forms a vertical surface 8.
  • a side wall 9 attached to the lying on the bottom plate 1 ceiling plate 5, which designed the ceiling plate to a float.
  • the side wall 9 surrounds in the region of its lower end, the vertical surface 8 of the ceiling plate and rests on the edge-side stepped area.
  • the side wall is sealed by foaming the gap between the side wall and the vertical surface by means of a sealing material 11 or by means of elastic Kitts or by inserting a soft rubber profile in this gap, this sealing process is very quickly and easily executable and thereby further a certain support of the side wall 9 is achieved on the ceiling plate 5.
  • the side wall consists of several in plan view circular arc-shaped tray plates 10, which are tightly interconnected.
  • a shock-bridging between two pan plates vertically disposed sealing strip 12 with the two adjacent pan plates 10 may be screwed, as shown in FIG. 4 schematically. It is thus a simple installation of the side wall despite their close distance to the building wall 3 possible.
  • an angle section 13 (FIG. 3) is leveled and fastened to the wall of the building to measure accuracy, the leg 14 fastened to the inside of the building wall being sealed against the building wall.
  • the altitude of the angle profile can be accurately measured and fixed, whereby the altitude of the ceiling to be produced is to be determined precisely and the leveling of the ceiling to be produced is made possible.
  • the ceiling plate 5 serves as a floating work platform.
  • a seal 15 for example in the form of a soft rubber or sponge rubber profile, is inserted in order to seal off the angle profile 13 with respect to the building wall 3.
  • a seal 17 is further defined, which is also formed for example by a soft rubber part.
  • a liquid-tight connection between the ceiling plate 5 and the building wall is made.
  • the water body below the ceiling plate can now be provided with a slight overpressure.
  • a vertical riser 18 (FIG. 2) is provided, which passes through the ceiling panel 5 or continues an opening through the ceiling panel 5.
  • this riser 18 has just such a length that at the desired pressure, the water column reaches the upper end of the riser 18 and exits therefrom. Over-pressing the ceiling plate against the stop 22 is thereby reliably prevented.
  • the method according to the invention can be used in an analogous manner if the ceiling slab is to be fixed below the wall crest 4.
  • FIG. 1 A somewhat modified embodiment of the ceiling panel is shown in FIG.
  • a part 23 is mounted on the front side of the ceiling plate or an anchor 24 (welded or integrally with the part 23) embedded in the ceiling slab.
  • This part 23 has a horizontal web and a vertical web (and is formed substantially T-shaped).
  • the vertical web also serves as a shuttering for the production of the ceiling plate 5, the horizontal ridge is partially on the underside of the edge concrete of the ceiling slab on, he partially dominates this outward.
  • the side wall 9 is arranged here outside of the vertical leg of the part 23 formed vertical surface 8 and rests on the outwardly projecting horizontal leg of the part 23, in turn, a sealing material 11 is introduced between the side wall 9 and the vertical surface 8.
  • the outwardly projecting horizontal web of the part 23 strikes when swimming up the ceiling plate when it has reached its upper end position, the stop 22 at.
  • FIG. 7 A similar embodiment of the ceiling plate is also shown in Fig. 7.
  • the part 23 is formed as a horizontal web, on which a concrete embedded in the concrete ceiling plate anchor 24 is attached.
  • the vertical surface 8 is formed in this embodiment of the edge-side end face of the concrete of the ceiling tile.
  • an angle profile 13 for forming the circumferential, that is circumferentially closed stop is preferred, in principle, for example, an annular flat iron could be attached to the wall crown 4, which projects beyond the masonry crown 4 inside.
  • the seal 17 could be mounted on the ceiling plate 5 or on the part 23 instead of on the leg 16 (or on the wall crest inwardly projecting flat iron) (at a corresponding cooperating with the stop 22 point).
  • a vertical surface 8, around which the side wall 9 is attached could for example also be formed by means of a profile attached to the top of the ceiling plate, which has an upwardly projecting web (for example an L or T profile).
  • This profile, as well as the parts 23, could for example consist of steel or aluminum.
  • the building may have other than have a cylindrical cross-section. It can also be made annular ceilings, which are provided between a cylindrical outer wall and a cylindrical inner wall. The shape of the ceiling is variable within wide limits.
  • the ceiling plate made on the bottom plate may also have recesses for arranged within the building wall columns, which serve to support the finished ceiling.
  • the method according to the invention can be used here in a completely analogous manner. For sealing between the pillar and the ceiling panel in the upper end position of the high swim, in turn, an inwardly projecting, circumferential stop can be attached to the pillar.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Building Environments (AREA)
  • Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)

Claims (14)

  1. Procédé de construction d'un plafond de bâtiment sur un édifice comprenant une dalle de sol (1) et une paroi de bâtiment (3) érigée sur la dalle de sol et à périphérie fermée, une dalle de plafond (5) fabriquée sur la dalle de sol (1) et dont le contour périphérique correspond au contour intérieur de la paroi de bâtiment (3) et porte une paroi de bord (9) à périphérie fermée et étanche à l'eau pour former un élément flottant, la dalle de plafond étant mise en flottaison par le remplissage d'eau dans l'espace délimité par le côté intérieur de la paroi de bâtiment, et reliée à la paroi de bâtiment (3) une fois la hauteur de plafond atteinte,
    caractérisé en ce que
    pour la délimitation de la flottaison de la dalle de plafond (5), on place au niveau de la paroi de bâtiment une butée périphérique (22) saillant vers l'intérieur, contre laquelle s'appuie la dalle de plafond (5) ou une pièce d'entourage périphérique (23) reliée de manière étanche à la dalle de plafond (5), dans la position finale supérieure de la flottaison, la dalle de plafond (5) ou la pièce d'entourage (23) étant isolée de manière étanche par rapport à la butée (22).
  2. Procédé selon la revendication 1,
    caractérisé en ce qu'
    entre la butée (22) et la dalle de plafond (5) ou la pièce d'entourage (23), on prévoit un joint d'étanchéité (17) sur la butée (22) et/ou un joint d'étanchéité sur la dalle de plafond (5) ou sa pièce d'entourage (23).
  3. Procédé selon la revendication 1 ou 2,
    caractérisé en ce que
    pour former la butée (22), on fixe une aile (14) d'une cornière (13) sur l'intérieur de la paroi de bâtiment (3) tandis que l'autre aile (16) de la cornière (13) forme la butée périphérique (22).
  4. Procédé selon la revendication 3,
    caractérisé en ce que
    le joint d'étanchéité (17) prévu entre la butée (22) et la dalle de plafond (5) ou la pièce d'entourage (23) est fixé à la face inférieure de l'aile (16) de la cornière (13) formant la butée (22).
  5. Procédé selon la revendication 3 ou 4,
    caractérisé par
    un joint d'étanchéité (15) entre l'aile (14) de la cornière (13) fixée au côté intérieur de la paroi de bâtiment (3) et la paroi de bâtiment (3).
  6. Procédé selon l'une des revendications 1 à 5,
    caractérisé en ce que
    dans la zone de son extrémité inférieure, la paroi de bord (9) entoure une surface verticale (8) de la dalle de plafond (5) ou d'une pièce (23) reliée de façon étanche à la dalle de plafond (5) et est isolée de manière étanche par rapport à celle-ci.
  7. Procédé selon la revendication 6,
    caractérisé en ce que
    la surface verticale (8) est formée par un gradin de la dalle de plafond (5).
  8. Procédé selon la revendication 6,
    caractérisé en ce que
    la surface verticale (8) est formée par la face frontale du bord de la dalle de plafond (5) ou par une pièce (23) entourant la face frontale du bord de la dalle de plafond (5).
  9. Procédé selon l'une des revendications 1 à 8,
    caractérisé en ce qu'
    une pièce (23) qui entoure la face frontale (7) de la dalle de plafond en saillant vers l'extérieur, est reliée de manière étanche à la dalle de plafond.
  10. Procédé selon la revendication 9,
    caractérisé en ce que
    la paroi de bord (9) repose sur la pièce (23).
  11. Procédé selon la revendication 9 ou 10,
    caractérisé en ce que
    la pièce (23) présente un ancrage (24) qui la bétonne dans la dalle de plafond (5).
  12. Procédé selon l'une des revendications 8 à 11,
    caractérisé en ce que
    la pièce (23) présente une traverse verticale formant un coffrage de la dalle de plafond.
  13. Procédé selon l'une des revendications 1 à 12,
    caractérisé en ce qu'
    une colonne montante (18) communiquant avec l'espace en dessous de la dalle de plafond (5), permet de régler la pression d'appui contre la butée (22).
  14. Procédé selon la revendication 13,
    caractérisé en ce que
    la longueur de la colonne montante est conçue pour que l'eau sorte par l'extrémité supérieure de la colonne montante lorsque la pression d'appui prévue est atteinte.
EP02006332A 2001-04-25 2002-03-21 Méthode pour construire le plafond d'un bâtiment Expired - Lifetime EP1258580B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT6632001 2001-04-25
AT0066301A AT410232B (de) 2001-04-25 2001-04-25 Verfahren zur errichtung einer gebäudedecke an einem bauwerk

Publications (3)

Publication Number Publication Date
EP1258580A2 EP1258580A2 (fr) 2002-11-20
EP1258580A3 EP1258580A3 (fr) 2004-01-07
EP1258580B1 true EP1258580B1 (fr) 2007-07-04

Family

ID=3678469

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02006332A Expired - Lifetime EP1258580B1 (fr) 2001-04-25 2002-03-21 Méthode pour construire le plafond d'un bâtiment

Country Status (4)

Country Link
US (1) US6658811B2 (fr)
EP (1) EP1258580B1 (fr)
AT (2) AT410232B (fr)
DE (1) DE50210405D1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
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

Family Cites Families (8)

* Cited by examiner, † Cited by third party
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 (fr) * 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
AT409878B (de) * 1998-06-24 2002-12-27 Lothar Ing Bitschnau Verfahren zur errichtung einer gebäudedecke an einem siloartigen bauwerk
EP1087069A3 (fr) * 1999-09-24 2002-04-03 Lothar Ing. Bitschnau Méthode pour construire le plafond d'un bâtiment

Also Published As

Publication number Publication date
ATA6632001A (de) 2002-07-15
ATE366342T1 (de) 2007-07-15
US6658811B2 (en) 2003-12-09
DE50210405D1 (de) 2007-08-16
US20020157345A1 (en) 2002-10-31
EP1258580A2 (fr) 2002-11-20
AT410232B (de) 2003-03-25
EP1258580A3 (fr) 2004-01-07

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