EP0156247B1 - Plancher creux - Google Patents

Plancher creux Download PDF

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Publication number
EP0156247B1
EP0156247B1 EP85102859A EP85102859A EP0156247B1 EP 0156247 B1 EP0156247 B1 EP 0156247B1 EP 85102859 A EP85102859 A EP 85102859A EP 85102859 A EP85102859 A EP 85102859A EP 0156247 B1 EP0156247 B1 EP 0156247B1
Authority
EP
European Patent Office
Prior art keywords
floor
shuttering
cavity
profile
gibs
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
Application number
EP85102859A
Other languages
German (de)
English (en)
Other versions
EP0156247A3 (en
EP0156247A2 (fr
Inventor
György Dipl.-Ing. Borbély
Wolfgang Dipl.-Ing. Radtke
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.)
Norina Bautechnik GmbH
Schmidt Reuter Ingenieurgesellschaft mbH and Co KG
Goldbach GmbH Holz Kunststoff und Metallverarbeitung
Original Assignee
Norina Bautechnik GmbH
Schmidt Reuter Ingenieurgesellschaft mbH and Co KG
Goldbach GmbH Holz Kunststoff und Metallverarbeitung
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
Priority claimed from DE19823201085 external-priority patent/DE3201085A1/de
Application filed by Norina Bautechnik GmbH, Schmidt Reuter Ingenieurgesellschaft mbH and Co KG, Goldbach GmbH Holz Kunststoff und Metallverarbeitung filed Critical Norina Bautechnik GmbH
Priority to AT85102859T priority Critical patent/ATE39725T1/de
Publication of EP0156247A2 publication Critical patent/EP0156247A2/fr
Publication of EP0156247A3 publication Critical patent/EP0156247A3/de
Application granted granted Critical
Publication of EP0156247B1 publication Critical patent/EP0156247B1/fr
Expired legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
    • E04F15/123—Lost formworks for producing hollow floor screed layers, e.g. for receiving installations, ducts, cables
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E04F15/182—Underlayers coated with adhesive or mortar to receive the flooring
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E04F15/188—Edge insulation strips, e.g. for floor screed layers

Definitions

  • the invention relates to a hollow floor according to the preamble of claim 1 (DE-A-2 241 836).
  • the top floor is produced by pouring screed, gypsum or a similar flowable mass onto a sheet of formwork that stands on the sub-floor.
  • the disadvantage here is that the flowable mass can flow into the cavity of the hollow floor at the formwork edges.
  • the known hollow floor according to DE-A-2 241 836 has rigid corrugated profile plates in the form of sheet piling plates, which are laid on cement pressed material plates and to which a leveling layer, a mortar bed and a plate covering are applied.
  • a leveling layer, a mortar bed and a plate covering are applied.
  • the invention has for its object to provide a hollow floor of the type mentioned, in which with quick and easy installation possibility there is a guarantee that the floor cavity is not contaminated or blocked by the flowable, applied mass of the top floor.
  • the solution to this problem is, according to the invention, that the cavity of the formwork made of plastic film for the top floor made by cast-in-place, open to the wall, is laterally closed by profile strips and the edge of the formwork is fastened sealingly on the profile strips.
  • the cavity delimited by a formwork for the top floor made by cast-in place is laterally closed by profiled strips.
  • the profile strips prevent the pouring compound of the top floor from entering the cavity. They are arranged along the edge of the raised floor.
  • the casting compound that forms the top floor then creates a solid block between the wall and the cavity of the raised floor, so that no special measures for adapting the mold of the top floor to the side wall of the room are required.
  • the profile strips preferably consist of interconnectable modules, the lengths of which are graduated in the grid dimension of the support feet.
  • the cavity of the hollow floor serves as a routing space for cables and pipes as a warm air underfloor heating.
  • the lower and / or the upper boundary wall of the cavity is at least partially provided with a heat-reflecting coating.
  • a coating on the boundary wall of the cavity generally causes the floor temperature to drop at this point. In this way, the heat distribution in the raised floor can be influenced by targeted distribution of heat-reflecting coatings.
  • the subfloor 10 consists of a concrete layer 11, on which an insulation layer 12 is arranged, and the pressure distribution layer 13 covering the insulation layer 12.
  • the insulation layer 12 serves both for thermal insulation and sound insulation. It can consist of foam, fiber mats or another heat and sound insulating material. Since the insulation layer 12 is relatively soft, the pressure distribution layer 13 made of a harder material is arranged above it.
  • the pressure distribution layer 13 in the present case consists of a perforated steel sheet, the holes of which are designated by 14.
  • the top floor 15 On the pressure distribution layer 13 there is the top floor 15 with the support feet 16.
  • the top floor consists of a mass of screed, gypsum or the like applied to a lost formwork 17 in a flowable form, which fills the formwork 17 and one for the formwork 17 Load-bearing capacity forms a sufficiently strong layer.
  • the formwork 17 consists of a load-bearing plastic film from which the support feet 16 are formed in the manner of an egg carton. There are arcuate transitions between the support feet 16, so that the vault-like cavity 18 is formed in the upper floor 15 between the support feet 16. Air can be directed into this cavity for heating or cooling purposes.
  • the formwork 17 has such a load-bearing capacity that it initially carries the mass 19 which is applied in a flowable manner. This mass 19 then hardens and forms the supporting structure of the upper floor 15.
  • the support feet 16 taper downwards
  • the formwork 17 consists of prefabricated profiled plastic plates which are placed on the pressure distribution layer 13. In order not to have to cut these panels to size so that they each extend to the side wall 20 of the room or building, a profile strip 21 is laid under the edge of the outermost panel, which laterally delimits the cavity 18. The edge of the formwork 17 is fastened in a sealing manner on this profile strip 21 with an adhesive tape 22. The edge of the pressure distribution layer 13 lying outside the profile strip 21 is covered with a tough pasty mass 23, which covers the holes 14 in this area.
  • a block 19 ′ is formed between the wall 20 and the profile strip 21, which projects up to the wall 20.
  • the block 19 ' is separated from the wall 20 only by a separating strip 24, which consists of a sound-absorbing material, for example foam. In this way, the transmission of structure-borne noise between the top floor 15 and the side wall 20 is prevented.
  • the profile strip 21 consists of components 25 which are rectangular in cross section and have a head-like extension 26 on one end face and a recess 27 adapted to the extension 26 on their opposite end side.
  • the blocks 25 can be put together in the manner shown in FIG. 2. They are available in graded lengths, each of which forms an integral multiple of the grid dimension between the support feet 16. In this way, the profile strips 21 can be assembled in the desired length without having to be cut off.
  • an insulating layer 32 is arranged on the concrete ceiling 11, which has a section 32 ′ drawn up on the side wall 20.
  • the pressure distribution layer 33 consisting of individual prefabricated plates is placed on the insulation layer.
  • the pressure distribution layer 33 has a smooth underside and a profiled top.
  • Elevations 34 are provided in the top, onto which the downward-facing lugs 35 of the top floor are placed.
  • the elevations 34 and the lugs 35 each form a support foot.
  • the elevations 34 are each between troughs of the pressure distribution layer 33, so that the cavity 18 is partly formed in the interior of the underbody 10 and another part in the interior of the upper floor 15.
  • the tops of the elevations 34 are each surrounded by a centering ring 36, in which an extension 35 of the top plate 15 is centered.
  • the projections 35 are omitted and the elevations 34 extend to the flat underside of the top floor.
  • the edge 37 of the pressure distribution layer 33 facing the side wall 20 is pulled up to the upper limit of the cavity 18 in the embodiment of FIG. 3.
  • the end of the formwork 17 is placed on the top of the edge 37 and glued there.
  • the space between the edge 37 and the section 32 of the insulation layer resting against the wall 20 is filled with the mass 19 of the top floor 15. This mass extends down to the insulation layer 32 in the space mentioned.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)
  • Building Environments (AREA)

Claims (3)

1. Plancher creux comportant un élément inférieur de plancher (10) et un élément supérieur de plancher (15) qui, avec l'élément inférieur de plancher, enclôt un espace creux (18), et qui est constitué d'une couche préfabriquée, profilée, porteuse formant un coffrage perdu (17) et d'une masse (19) coulable rapportée sur le coffrage (17) et finalement durcie, caractérisé en ce que l'espace creux, qui est limité par le coffrage (17) constitué d'une feuille plastique et prévu pour l'élément supérieur de plancher (15) fabriqué par coulée in situ et qui est ouvert en direction de la paroi (20), est obturé latéralement par des liteaux profilés (21) et en ce que le bord du coffrage (17) est fixé de façon étanche sur les liteaux profilés (21).
2. Plancher creux selon la revendication 1, caractérisé en ce que les liteaux profilés (21) sont constitués d'éléments de construction ( 5) qui peuvent se relier l'un à l'autre.
3. Plancher creux selon l'une des revendications 1 ou 2, caractérisé en ce que la paroi inférieure et/ou la paroi supérieure qui limitent l'espace creux (18) présentent, au moins par place, un revêtement thermoréflecteur.
EP85102859A 1982-01-15 1983-01-14 Plancher creux Expired EP0156247B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT85102859T ATE39725T1 (de) 1982-01-15 1983-01-14 Hohlboden.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19823201085 DE3201085A1 (de) 1981-02-04 1982-01-15 "hohlboden"
DE3201085 1982-01-15

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
EP83100285.2 Division 1983-01-14

Publications (3)

Publication Number Publication Date
EP0156247A2 EP0156247A2 (fr) 1985-10-02
EP0156247A3 EP0156247A3 (en) 1986-07-30
EP0156247B1 true EP0156247B1 (fr) 1989-01-04

Family

ID=6153149

Family Applications (2)

Application Number Title Priority Date Filing Date
EP83100285A Withdrawn EP0085845A1 (fr) 1982-01-15 1983-01-14 Plancher creux
EP85102859A Expired EP0156247B1 (fr) 1982-01-15 1983-01-14 Plancher creux

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP83100285A Withdrawn EP0085845A1 (fr) 1982-01-15 1983-01-14 Plancher creux

Country Status (3)

Country Link
EP (2) EP0085845A1 (fr)
AT (1) ATE39725T1 (fr)
DE (1) DE3378835D1 (fr)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3404279A1 (de) * 1984-02-08 1985-08-08 Mainbau Estrich- und Fußboden GmbH, 8500 Nürnberg Fussboden- und wandkonstruktion
DE3505458A1 (de) * 1985-02-16 1986-08-28 Mainbau Estrich- und Fußboden GmbH, 8500 Nürnberg Verfahren zur herstellung eines hohlraumbodens
AU589217B2 (en) * 1985-10-30 1989-10-05 Ronald Raymond Anderson Building insulation
DK681987D0 (da) * 1987-07-09 1987-12-22 Henkel Kgaa Af to lag bestaaende hulrumsgulvbelaegning
DE4104979A1 (de) * 1991-02-19 1992-08-27 Guenther Holzem Bauelement fuer die herstellung von fussboeden
CN108301528B (zh) * 2017-10-13 2021-01-19 杭州建格科技有限公司 一种墙体系统及装修方法

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB592606A (en) * 1945-05-11 1947-09-23 Rheinallt Morgan Jones Improvements relating to constructional blocks
DE1255899B (de) * 1960-05-27 1967-12-07 Hinrich Reimers G M B H Auszutrocknender mehrschichtiger Fussboden bzw. Unterboden
DE1609974A1 (de) * 1966-07-29 1970-07-30 Gartner & Co J Begehbare Flachdach- oder Bodenkonstruktion
DE2241836A1 (de) * 1972-08-25 1974-03-07 Mahr Soehne Gmbh Theo Luftfuehrungs-rohrbatterien fuer fussboden-warmluftheizung
DE2703273C2 (de) * 1977-01-27 1979-08-23 Mahle Gmbh, 7000 Stuttgart Abschottung für den Raum unterhalb der Trittplatten eines aufgeständerten Bodens

Also Published As

Publication number Publication date
EP0156247A3 (en) 1986-07-30
EP0085845A1 (fr) 1983-08-17
ATE39725T1 (de) 1989-01-15
EP0156247A2 (fr) 1985-10-02
DE3378835D1 (en) 1989-02-09

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