EP1762668A2 - Matériau de drainage pour le drainage de couvertures de marches d'escaliers - Google Patents

Matériau de drainage pour le drainage de couvertures de marches d'escaliers Download PDF

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Publication number
EP1762668A2
EP1762668A2 EP06016278A EP06016278A EP1762668A2 EP 1762668 A2 EP1762668 A2 EP 1762668A2 EP 06016278 A EP06016278 A EP 06016278A EP 06016278 A EP06016278 A EP 06016278A EP 1762668 A2 EP1762668 A2 EP 1762668A2
Authority
EP
European Patent Office
Prior art keywords
drainage
carrier material
material according
edge
drainage material
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
Application number
EP06016278A
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German (de)
English (en)
Other versions
EP1762668B1 (fr
EP1762668A3 (fr
Inventor
Walter Gutjahr
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Individual
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Individual
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Publication date
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Publication of EP1762668A2 publication Critical patent/EP1762668A2/fr
Publication of EP1762668A3 publication Critical patent/EP1762668A3/fr
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Publication of EP1762668B1 publication Critical patent/EP1762668B1/fr
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/02Stairways; Layouts thereof
    • E04F11/104Treads
    • E04F11/116Treads of stone, concrete or like material or with an upper layer of stone or stone like material, e.g. ceramics, concrete; of glass or with an upper layer of glass
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/18Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/18Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E04F15/182Underlayers coated with adhesive or mortar to receive the flooring
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/18Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E04F15/182Underlayers coated with adhesive or mortar to receive the flooring
    • E04F15/183Underlayers coated with adhesive or mortar to receive the flooring for areas prone to frost damage, e.g. for balconies or terraces
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/18Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E04F15/185Underlayers in the form of studded or ribbed plates
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F17/00Vertical ducts; Channels, e.g. for drainage

Definitions

  • the invention relates to drainage material for the drainage of weather-related or other reasons the access of water or other liquid media exposed steps applied coatings, such as plates of ceramic material or concrete materials, art or natural stone slabs, etc., which is a system of at least in part having mutually associated recesses for the removal of fluid which is provided on the side of the cover, and has to be applied to the surfaces of the steps under the coverings, which is provided on its cover-facing upper side at least in sections with a liquid-permeable covering track;
  • sheet or plate-shaped drainage materials are used, in which the drainage channels are formed in a carrier material made of either closed-cell foam plastic or intrinsically stiff profiled plastic films, on which a liquid-permeable cover sheet is applied, over which contained in the screed or penetrated into the screed Wetness can be dissipated in the drainage channels.
  • a carrier material made of either closed-cell foam plastic or intrinsically stiff profiled plastic films, on which a liquid-permeable cover sheet is applied, over which contained in the screed or penetrated into the screed Wetness can be dissipated in the drainage channels.
  • Such drainage material based on foam plastic is for example in the DE 440 3 875 C2 described. Drainage material with a carrier material on the basis of profiled plastic films on the other hand from the DE 490 4 901 C2 known.
  • nonwovens which can only liquids, ie usually water, but not solid additives from the applied in flowable condition screed pass.
  • the known sheet or plate-shaped drainage materials When occupying stair treads with plate coverings, the known sheet or plate-shaped drainage materials have hitherto been used.
  • these known drainage materials are tailored according to the shape and size of the horizontal appearance or vertical abutting surface of the web or plate-shaped known drainage material, which blank must also be done so that when applying the blanks on the stairs in the drainage channels associated with the panels are aligned with the drainage channels provided in the bump surfaces of the step to ensure that water passing through the joints of the tiles is actually drained off the drainage channels of the staircase. It is clear that the correct cutting of the drainage materials for the surfaces of the steps and the separate application of the individual blanks is a laborious and critical to the correct installation process.
  • the invention has for its object to provide a drainage material for the drainage of tile coverings on stairs, which allows a simpler and more time-saving installation process on the surfaces of the stairs and in which problems with respect to the correct orientation of the drainage channels of successive carrier material sections relative to each other avoided are.
  • this object is achieved in that the carrier material two in the intended laying position on a staircase along a parallel to between a horizontal tread surface and a subsequent has perpendicular to each other at a right angle to each other folded interconnected carrier material sections which are dimensioned in their surface size so that the assigned in the intended laying position of the tread first section in its measured parallel to the step edge width substantially the Length of the step edge and the second perpendicular to the first section extending portion in its width also substantially the length of the step edge and its height substantially the vertical height of the adjoining the impact surface bump surface corresponds to be provided with the plate covering step .
  • Trained drainage material can thus be occupied in a single operation and a subsequent impact surface of steps of a rough concrete staircase, after the two Surfaces respectively associated sections - if necessary - previously trimmed according to the shape and size of the associated surfaces.
  • the configuration is expediently made such that the carrier material section assigned to the horizontal tread surface of a step is attached essentially at right angles to the upper edge of the carrier material section assigned to the vertical tread surface of the same step.
  • the laying process of the carrier material is then carried out in succession at the same stage.
  • the horizontal depth of the first carrier material section assigned to the tread surface which is measured at right angles to the step edge, can be dimensioned essentially corresponding to the depth of the tread surface of the associated step.
  • the horizontal depth of the first carrier material section which is measured at right angles to the step edge, can have a smaller depth extension than the tread surface.
  • the system of at least partially interconnected recesses for the removal of fluid to be coated has elongate drainage channels running parallel to each other and at right angles to the step edge, the support material sections assigned to the step surface and the adjoining impact surface of the step Drainage channels are then suitably aligned with each other so that they merge into one another.
  • the carrier material has a perforated by molding the parallel elongated channels plastic carrier film, on which the liquid-permeable cover sheet is applied on the coating side.
  • the carrier material sections along the Kant line are integrally connected to each other.
  • the preparation can then take place in such a way that an initially common planar blank is cut or punched out of the drainage material known per se with a carrier material made of profiled plastic film and then the individual surface sections are bent along the common edge line, the position extending substantially at right angles to one another.
  • the complete profiling of the plastic film or blanks of the plastic film in thermoforming tools is possible.
  • the carrier material may be formed by sections of foam plastic provided with the molded-in parallel channels, on which the liquid-permeable covering web is applied.
  • the design is then expediently made so that the carrier material sections produced as separate parts are connected to one another along the edges meeting on the edge line by a fabric or film strip applied adhesively on the edge regions.
  • the liquid-permeable covering web is preferably formed by a non-woven material, which thus allows liquid components of the subsequently applied for the occupation of the plate coverings screed screed as well as later penetrate through the joints of the coverings in the screed penetrating water into the drainage channels.
  • liquid-permeable cover web of a for the passage of not yet set or cured screed mortar in this case a so-called Einkorn- or Monokornmörtel, permeable, a reinforcement of the cured or hardened mortar forming mesh fabric made of high-strength fibers or filaments become.
  • the carrier material can also be formed by elongate strip-like foam plastic carrier elements which are produced separately for each carrier material section and are adhesively applied at a parallel spacing on the underside of the cover web, which are connected by the cover web to form a unit, the ends facing each other being in both Surface portions arranged aligned with each other on the cover sheet Carrier elements are shaped so that they allow the orthogonal alignment of the two carrier material sections relative to each other. Ie. the mutually facing ends of the support elements are cut miter, so to speak.
  • the liquid-permeable cover web advantageously covers both backing material sections over the entire area.
  • the design may also be such that the liquid permeable cover web is the second, bump tread surface a substrate step associated carrier material portion substantially over the entire surface and additionally covers a subsequent to the crease line of the sections strip-shaped edge region of the first carrier material portion.
  • the partial region of the first carrier material section adjoining the strip-shaped edge region not covered by the liquid-permeable cover layer can in this case also be omitted altogether, ie the first carrier material section covers the tread surface only in the previously mentioned manner in the front edge region.
  • the then in the adjoining the edge region of the drainage taking, between the surface of the suitably sealed against ingress of water tread surface and the applied coating covering layer of Einkornmörtel then establishes the bond between the covering and step.
  • a thin layer of a contact slurry and then applied on the underside of subsequently applied to the smooth-coated Einkorn mortar layer pads also apply a thin layer of a contact slurry before application of the not yet hardened einkorn mortar layer. This then creates a heavy-duty Bonding of the coverings with the single-grain mortar layer and - via these - with the shell-step, whereby the introduction of a reinforcement in the mortar layer can be dispensable.
  • a grid-like reinforcement material in the adhering the coverings with the carrier material bonding mortar or adhesive layers is embedded so as to counteract cracking in the record slip.
  • the reinforcing material is preferably formed by connected to a lattice structure metallic wires.
  • surface-passivated for example galvanized steel wires or wires made of corrosion-resistant steel are preferably used.
  • FIG. 1 shows an exemplary embodiment of a drainage material according to the invention which is designated by 10 and which has a profiled carrier material 12 made of an originally flat, thin, rigid plastic film, on the upper side of which, after the plastic film has been formed into the illustrated carrier material 12 - in FIG Support material 12 shown - liquid and gas-permeable cover 14 is adhesively applied, which - in the case shown consists of a nonwoven material, which is thus permeable to water or other liquids, but retains solid components in the manner of a filter mat.
  • a profiled carrier material 12 made of an originally flat, thin, rigid plastic film, on the upper side of which, after the plastic film has been formed into the illustrated carrier material 12 - in FIG Support material 12 shown - liquid and gas-permeable cover 14 is adhesively applied, which - in the case shown consists of a nonwoven material, which is thus permeable to water or other liquids, but retains solid components in the manner of a filter mat.
  • the carrier material 12 forming plastic film are formed by appropriate hot forming parallel drainage channels 20 extending.
  • the carrier material is divided by edges along a transverse to the longitudinal extent of the drainage channels 20 extending bending or crease line in substantially mutually perpendicular carrier material sections 12a and 12b.
  • the portion 12a is sized according to the size and area of the tread 24a of a drainage material 10 to be drained step 24 or slightly larger, while the portion 12b has an area size that is equal to or slightly greater than that of the vertical Stirnlinger
  • cover 14 as a firmly adhering support substrate 12 is then applied in the manner illustrated in Figure 2 and 3 on the optionally still provided with an example spreadable seal 26 upper landing surface 24a or Stirntritt Structure 24b adhesive, in the case illustrated by a thin applied to the seal layer of adhesive 22, on which the not covered with the cover 14 underside of the substrate 12 is pressed.
  • a layer 28 of an adhesive mortar is applied to which then the plate-like coverings 30 a and 30 b assigned to the tread surface 24 a or impact tread surface 24 b of the step 24 - z. B. in the form of ceramic tiles - are pressed.
  • the covering plates 30a and 30b are then applied firmly adhering to the drainage material 10, which in turn is firmly adhered to the step 24. It is now clear that rainwater passing through the joints in the plate-shaped coverings 30a as well as the setting of the adhesive mortar moisture is discharged via the drainage channels 20.
  • a staircase composed of a plurality of steps 24
  • the carrier material sections 12a and 12b, as well as the cover web 14 applied to them must be correspondingly trimmed.
  • the carrier material 12 consisting of a profiled plastic film is reproduced only schematically.
  • profiled plastic films can be used for this carrier material 12, in which slot-like passage openings are provided in the lateral boundary walls of the drainage channels, which additionally provide the regions lying between the drainage channels 20 shown in the drawings as additional drainage channels.
  • Such drainage materials in planar web or plate-shaped form are described by the applicant z. B. under the name Watec 4E or AquaDrain FE offered.
  • FIGS. 4 and 5 illustrate an application of the drainage material according to the invention, in which the cover sheet 14 applied to the substrate 12 is formed by a high-strength glass mesh in which the openings formed between the intersecting glass fiber strands forming the grid are so large, that not only liquid and gaseous, but also flowable pasty or small-grained solids can pass through. That is, on the top of the drainage material applied, flowable mortar penetrates through the mesh fabric 14, also in the open-top drainage channels 20 and fills them completely, the mesh fabric after setting or curing of the mortar then in the solid mortar layer in the transition region to the substrate form fit anchored and also takes over a reinforcement function for the mortar layer.
  • the mortar 28 used in this case must be permeable to liquid in the solid or set state in order to ensure the dewatering function.
  • a so-called Einkorn- or monocorn mortar is used, which has this property to a sufficient extent.
  • FIG. 6 and 7 illustrates an application of the drainage material according to the invention, in which the carrier material portion 12a of the profiled, provided with drainage channels 20 plastic film formed, covered with the liquid and gas-permeable cover material 14 of nonwoven material support material 12 the tread surface 24a of the associated step 24th only covered in a relatively narrow edge near area.
  • the larger, subsequent to the section 12a part of the tread surface 24a - to the adjacent bump surface 24b of the next step 24 - is not covered by the drainage material 10.
  • the drainage ie the removal of water on the side of the inlet occurs through a Layer of a Einkorn- or Monokornmörtel 28a with coarser grain size of the surcharge splits of z.
  • the accumulated water then passes into the drainage channels 20 of the carrier material 12 and is largely dissipated via the drainage channels in the carrier material sections 12a and 12b.
  • the fleece material 14 covering the portion 12a of the carrier material 12 serves less in this area as a means of permeating the water than preventing penetration of einkornmörtel 28a into the drainage channels 20 in the carrier material portion 12b when it is applied to the tread 24a.
  • the layer of Einkornmörtels 28a is guided over the leading edge of the carrier material portion 12b of the substrate 12 around in the space between the substrate portion 12b and the associated, the bump surface 24b covering plate 30b of the plate covering.
  • a Monokornmörtel 28b with lower grain size of the split surcharge of z. B. 2-5 mm are used, which - with increased load capacity - has a slightly lower water permeability than the Einkornmörtel 28a used on the tread surface.
  • the removal of the water to be seized takes place predominantly via the drainage material 10, ie the drainage channels 20 in the carrier material section 12b.
  • FIGS. 8 to 10 show a further exemplary embodiment of a drainage material 10 'designed in the manner according to the invention and its arrangement on the steps 24 to be drained, which corresponds to the in FIG Connection with the drainage material 10 described in FIGS. 1 to 3 is similar.
  • the drainage material section 12a of the support material 12 'made of a plastic film provided with profiling with drainage channels 20 does not close at the upper edge of the support material section 12b of the same stair step 24 assigned to the tread 24a of a step Stair step but at the bottom of the bump surface 24b of the next higher step 24 at.
  • an adhesive tape 46 can also be applied in the covering region of the carrier material sections 12a, 12b, which also closes the free openings in the edge of the respective carrier material section 12a against the penetration of the adhesive layer forming the adhesive layer 28 for the applied plate coverings 30a, 30b.
  • the carrier material can also be made of sheet-like or plate-shaped closed-cell foam plastic. Also, the application of individual rib-shaped spaced-apart support elements of foam plastic in parallel side arrangement on the cover sheet comes into question.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ceramic Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bathtub Accessories (AREA)
  • Sink And Installation For Waste Water (AREA)
  • Steps, Ramps, And Handrails (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Sewage (AREA)
EP06016278A 2005-09-09 2006-08-04 Matériau de drainage pour le drainage de couvertures de marches d'escaliers Active EP1762668B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE202005014322 2005-09-09
DE202005016185 2005-10-15
DE202005018638U DE202005018638U1 (de) 2005-09-09 2005-11-29 Drainagematerial für die Drainierung von auf Treppenstufen aufgebrachten Belägen

Publications (3)

Publication Number Publication Date
EP1762668A2 true EP1762668A2 (fr) 2007-03-14
EP1762668A3 EP1762668A3 (fr) 2007-11-07
EP1762668B1 EP1762668B1 (fr) 2010-04-14

Family

ID=37421070

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06016278A Active EP1762668B1 (fr) 2005-09-09 2006-08-04 Matériau de drainage pour le drainage de couvertures de marches d'escaliers

Country Status (5)

Country Link
EP (1) EP1762668B1 (fr)
AT (1) ATE464442T1 (fr)
DE (2) DE202005018638U1 (fr)
DK (1) DK1762668T3 (fr)
ES (1) ES2344711T3 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011018978A1 (de) 2011-04-28 2012-10-31 Schlüter-Systems Kg Verfahren zur Installation einer Verbundabdichtung und einer Verbunddrainage an einer Stufenkonstruktion
CN103274018A (zh) * 2013-05-31 2013-09-04 杭州华鹰游艇有限公司 一种游艇

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008045769A1 (de) * 2008-07-25 2010-01-28 Walter Gutjahr Verfahren zur Herstellung von Plattenbelägen und Entlüftungs- und/oder Drainagematerial zur Durchführung des Verfahrens
DE202012013522U1 (de) * 2012-05-04 2017-06-01 Oliver Schweizer Treppe
DE102013102607A1 (de) * 2013-03-14 2014-09-18 Sandro Thronicke Drainagematte zur entwässernden und/oder entlüftenden Verlegung von Oberflächenkonstruktionen
DE202018102584U1 (de) * 2018-05-08 2019-08-09 Ardex Anlagen Gmbh Drainagematte

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4403875C2 (de) 1994-02-08 1996-02-08 Gfa Gieserei Und Foerderanlage Druckförderer zum Fördern von Sand, insbesondere von Gießereisand
DE4004901C2 (de) 1990-02-16 2001-04-19 Walter Gutjahr Kunststoffprofil-Drainagebahn

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3112448A1 (de) * 1981-03-28 1983-01-20 Allstar GmbH für Entwicklung, Marketing und Beratung, 8500 Nürnberg Abdeckung fuer eine treppenstufe
DE3414249A1 (de) * 1984-04-14 1986-01-02 Walter 5093 Burscheid Gutjahr jun. Draenagematten, hinterlueftungsmatten und hinterlueftete waermedaemmplatten fuer das bauwesen
DE3623174A1 (de) * 1986-07-10 1988-01-21 Johannes Fischer Verfahren zum herstellen einer treppenstufe und danach hergestellte treppenstufe
DE9001470U1 (de) * 1990-02-09 1990-07-12 Gutjahr, Walter, 6101 Bickenbach Drain-Dämm- und Dichtplatte
DE9309833U1 (de) * 1993-07-02 1994-11-03 Jung, Horst, 63128 Dietzenbach Treppenbauelement
DE9412863U1 (de) * 1994-08-10 1994-12-01 Gefinex-Jackon GmbH, 33803 Steinhagen Bauschutzplatte
DE29719581U1 (de) * 1997-11-05 1998-01-08 Schöck Bauteile GmbH, 76534 Baden-Baden Dämmschicht für Treppen
DE29915866U1 (de) * 1999-01-15 2000-05-31 Gutjahr, Walter, 64404 Bickenbach Drainagebahn
JP3971209B2 (ja) * 2002-03-07 2007-09-05 岐阜プラスチック工業株式会社 階段構成体及び同階段構成体よりなる階段
DE20209869U1 (de) * 2002-06-26 2003-10-30 Gutjahr, Walter, 64404 Bickenbach Bahn- oder Plattenmaterial aus Kunststoff als Träger für Platten- oder Fliesenbeläge

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4004901C2 (de) 1990-02-16 2001-04-19 Walter Gutjahr Kunststoffprofil-Drainagebahn
DE4403875C2 (de) 1994-02-08 1996-02-08 Gfa Gieserei Und Foerderanlage Druckförderer zum Fördern von Sand, insbesondere von Gießereisand

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011018978A1 (de) 2011-04-28 2012-10-31 Schlüter-Systems Kg Verfahren zur Installation einer Verbundabdichtung und einer Verbunddrainage an einer Stufenkonstruktion
DE102011018978B4 (de) * 2011-04-28 2014-04-03 Schlüter-Systems Kg Verfahren zur Installation einer Verbundabdichtung und einer Verbunddrainage an einer Stufenkonstruktion
CN103274018A (zh) * 2013-05-31 2013-09-04 杭州华鹰游艇有限公司 一种游艇

Also Published As

Publication number Publication date
DK1762668T3 (da) 2010-08-09
EP1762668B1 (fr) 2010-04-14
EP1762668A3 (fr) 2007-11-07
ATE464442T1 (de) 2010-04-15
DE202005018638U1 (de) 2007-01-18
DE502006006676D1 (de) 2010-05-27
ES2344711T3 (es) 2010-09-03

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