EP0816566A2 - Fussbodenkonstruktion - Google Patents
Fussbodenkonstruktion Download PDFInfo
- Publication number
- EP0816566A2 EP0816566A2 EP97890104A EP97890104A EP0816566A2 EP 0816566 A2 EP0816566 A2 EP 0816566A2 EP 97890104 A EP97890104 A EP 97890104A EP 97890104 A EP97890104 A EP 97890104A EP 0816566 A2 EP0816566 A2 EP 0816566A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- floor construction
- layer
- bulk material
- construction according
- mineral
- 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.)
- Withdrawn
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Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D7/00—Roof covering exclusively consisting of sealing masses applied in situ; Gravelling of flat roofs
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/32—Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
Definitions
- the invention relates to a floor construction according to the preamble of Claim 1.
- Mastic asphalt is used today for new construction and renovation as a covering for diverse Areas of application used.
- mastic asphalt is used outdoors for road and path construction, indoors for screeds or as a base for various floor coverings used in living and wet areas. It is necessary that the substructure for the mastic asphalt temperature resistant. is stable and free of settlement.
- substructures are e.g. through compressed mineral Bulk or concrete. If there are no special requirements for the substructure concrete is also used indoors for the substructure.
- one layer can be placed on the supporting structure Leveling concrete applied and after its drying time the slabs or a Layer structure of preferably granular bulk material such as Expanded clay or sintered Lava stone and slabs laid on.
- a Layer structure of preferably granular bulk material such as Expanded clay or sintered Lava stone and slabs laid on.
- the layer structure of bulk material and slabs expensive.
- a multi-layer structure of preferably granular bulk material and plates is possible, with a further increase in processing requirements and costs connected is.
- DE 28 57 406 Al discloses a thermal insulation board for floors, in which one Asbestos board or a chipboard with the interposition of a layer of paper or Plastic, which is bent in a meander shape or an elliptical insert a rigid foam sheet is applied.
- the use of mastic asphalt is in Connection with a rigid foam sheet with the interposition of a paper film mentioned.
- the multilayer structure of the substructure of the floor construction requires one very labor-intensive and time-consuming production.
- the object of the invention is therefore to create a light and dimensionally stable Floor construction. whose base layer can be produced quickly and inexpensively, and after a short drying time e.g. of a few days, the mastic asphalt can be applied.
- the drying time is significantly reduced.
- Bulk materials which consist of a mineral substance or are particularly suitable are mineral coated.
- a so-called "earth-moist mixing” is achieved by mixing the mineral-coated polystyrene per m 3 with preferably 100 to 300 kg of cement and 50 to 150 l of water.
- the floor construction can be applied directly to sensitive surfaces, such as wooden ceilings, without intervening foils, without this being damaged by the moisture.
- the moisture contained is so low that it only briefly moistens the surface of the substrate and spares underlying layers such as stucco ceilings. This can be of great importance, for example, when renovating historic buildings.
- the drying time of the Mastic asphalt can be extremely shortened because the moisture through the ventilation channels in the Separation layer. which are in the form of grooves, grooves or the like can escape. Since the Construction can be continued quickly after a short time.
- corrugated cardboard as a separating layer between the base course and mastic asphalt provides a simple and inexpensive solution, the ventilation channels through the grooves be formed.
- the floor construction according to the invention is based on all accessible materials have certain carrying capacity, applicable. For example, it can be shown in the Embodiments are a ceiling construction.
- the base layer 2 is made preferably from a bulk material with a surface texture, which is a mixture with little cement and water. This creates a stable, settlement-free, easy. insulating and breathable mass. which already before the completion of the Setting time allows the application of the mastic asphalt layer. Surprisingly, has shown that the residual moisture does not lead to dangerous vapor formation, although the Mastic asphalt is applied at a processing temperature of preferably 180 to 220 ° C becomes. Due to the effect of the base layer 2, the unbound residual water only evaporates in the top area, which however due to the breathability during processing can escape laterally.
- a base layer 2 consisting of mineral-coated polystyrene and a mixture per m 3 with 200 kg of cement and 100 l of water enables the further processing of mastic asphalt after only 3 days.
- a multi-layer structure can therefore be dispensed with and the mastic asphalt can be applied for a short time without long waiting times.
- a separating layer 4 is provided between the base layer 2 and mastic asphalt 1, which Vent channels 5 has.
- This separating layer 4 can e.g. made of corrugated material, such as Corrugated cardboard exist.
- other separating layers 4 can also be used, which are, for example, perforated with pores or equipped with groove channels or the like which enables the vapors to escape laterally.
- the bulk material of the base layer 2 preferably consists of mineral material, for example granules. granular material or the like.
- granular bulk material made of mineral-coated polystyrene can be used.
- a so-called "earth-moist mixture" with a little water and cement is particularly advantageous with regard to the faster drying and less stress on the substrate 3.
- An admixture of preferably 100 to 300 kg of cement and 50 to 150 l of water per m 3 of bulk material has been found turned out to be particularly advantageous.
- the base layer 2 is the floor construction according to the invention versatile. e.g. as a covering for new buildings and renovations, outdoors for the Road and path construction, indoors for screeds or underlays for various Flooring in living and wet areas or for roof structures.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Laminated Bodies (AREA)
- Road Paving Structures (AREA)
- Floor Finish (AREA)
- Building Environments (AREA)
Abstract
Description
- Fig. 1
- einen Querschnitt eines Baukörperabschnittes und
- Fig. 2
- den Querschnitt einer Ausführung einer Fußbodenkonstruktion mit einer zwischen Gußasphalt und der Tragschicht angeordneten Trennlage.
Claims (7)
- Fußbodenkonstruktion mit einer Deckschicht aus Gußasphalt (1) und einer Tragschicht (2) auf einem Untergrund (3), z.B. einer Zwischendecke, dadurch gekennzeichnet, daß die Tragschicht (2) aus Schüttgut gemischt mit Zement und Wasser besteht.
- Fußbodenkonstruktion nach Anspruch 1, dadurch gekennzeichnet, daß das Schüttgut körnig ist.
- Fußbodenkonstruktion nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß das Schüttgut aus einem mineralischen Stoff besteht oder mineralisch ummantelt ist.
- Fußbodenkonstruktion nach mindestens einem der vorangehenden Patentansprüche, dadurch gekennzeichnet, daß das Schüttgut aus mineralisch ummanteltem Polystyrol besteht.
- Fußbodenkonstruktion nach Anspruch 4, dadurch gekennzeichnet, daß das mineralisch ummantelte Polystyrol pro m3 mit vorzugsweise 100 bis 300 kg Zement und 50 bis 150 1 Wasser abgemischt ist.
- Fußbodenkonstruktion nach mindestens einem der vorangehenden Patentansprüche, dadurch gekennzeichnet, daß zwischen der Tragschicht (2) und dem Gußasphalt (1) eine Trennlage (4) vorgesehen ist, welche im wesentlichen horizontale Entlüftungskanäle (5) aufweist.
- Fußbodenkonstruktion nach Anspruch 6, dadurch gekennzeichnet, daß die Trennlage (4) aus Wellpappe besteht.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT1129/96 | 1996-06-26 | ||
AT112996 | 1996-06-26 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0816566A2 true EP0816566A2 (de) | 1998-01-07 |
EP0816566A3 EP0816566A3 (de) | 1998-05-20 |
Family
ID=3507224
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP97890104A Withdrawn EP0816566A3 (de) | 1996-06-26 | 1997-06-18 | Fussbodenkonstruktion |
Country Status (1)
Country | Link |
---|---|
EP (1) | EP0816566A3 (de) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1630291B1 (de) * | 2003-12-05 | 2009-12-02 | Frans Werner Uhl | Verfahren zur Herstellung eines Belags sowie Belag |
CN108252175A (zh) * | 2018-02-06 | 2018-07-06 | 招商局重庆交通科研设计院有限公司 | 高强耐久沥青路面结构 |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE829465C (de) * | 1950-12-29 | 1952-01-24 | Sika G M B H Chem Fab | Zwischenlage zur Ableitung von Gasdruecken zwischen wasserdichten, waermeplastischen Deckschichten und ihrem Untergrund |
DE974650C (de) * | 1951-11-30 | 1961-03-16 | Gustav Dechamps | Zwischenschicht zwischen einer Betonunterlage und einem Gussasphaltbelag |
EP0168504A1 (de) * | 1983-12-29 | 1986-01-22 | Deutsche Asphalt GmbH | Gussasphaltmassen und Einbettung von Kühlmittelrohren zum Zwecke der Erstellung von Eisbahnen und Eisflächen und zur gleichzeitigen Nutzung von Sport- und Spielflächen |
WO1988005765A1 (en) * | 1987-01-28 | 1988-08-11 | Markus Stracke | Process for producing lightweight concrete |
FR2684397A1 (fr) * | 1991-11-29 | 1993-06-04 | Eurosteel Sa | Procede de realisation de chaussees ou aires industrielles continues en beton compacte renforce de fibres. |
-
1997
- 1997-06-18 EP EP97890104A patent/EP0816566A3/de not_active Withdrawn
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE829465C (de) * | 1950-12-29 | 1952-01-24 | Sika G M B H Chem Fab | Zwischenlage zur Ableitung von Gasdruecken zwischen wasserdichten, waermeplastischen Deckschichten und ihrem Untergrund |
DE974650C (de) * | 1951-11-30 | 1961-03-16 | Gustav Dechamps | Zwischenschicht zwischen einer Betonunterlage und einem Gussasphaltbelag |
EP0168504A1 (de) * | 1983-12-29 | 1986-01-22 | Deutsche Asphalt GmbH | Gussasphaltmassen und Einbettung von Kühlmittelrohren zum Zwecke der Erstellung von Eisbahnen und Eisflächen und zur gleichzeitigen Nutzung von Sport- und Spielflächen |
WO1988005765A1 (en) * | 1987-01-28 | 1988-08-11 | Markus Stracke | Process for producing lightweight concrete |
FR2684397A1 (fr) * | 1991-11-29 | 1993-06-04 | Eurosteel Sa | Procede de realisation de chaussees ou aires industrielles continues en beton compacte renforce de fibres. |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1630291B1 (de) * | 2003-12-05 | 2009-12-02 | Frans Werner Uhl | Verfahren zur Herstellung eines Belags sowie Belag |
CN108252175A (zh) * | 2018-02-06 | 2018-07-06 | 招商局重庆交通科研设计院有限公司 | 高强耐久沥青路面结构 |
Also Published As
Publication number | Publication date |
---|---|
EP0816566A3 (de) | 1998-05-20 |
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