EP1083269A2 - Aides pour la pose de revêtements en plaques en position surélevée ou ventilée - Google Patents

Aides pour la pose de revêtements en plaques en position surélevée ou ventilée Download PDF

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Publication number
EP1083269A2
EP1083269A2 EP00119697A EP00119697A EP1083269A2 EP 1083269 A2 EP1083269 A2 EP 1083269A2 EP 00119697 A EP00119697 A EP 00119697A EP 00119697 A EP00119697 A EP 00119697A EP 1083269 A2 EP1083269 A2 EP 1083269A2
Authority
EP
European Patent Office
Prior art keywords
joint
projections
plates
laying aid
aid according
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
EP00119697A
Other languages
German (de)
English (en)
Other versions
EP1083269A3 (fr
EP1083269B1 (fr
Inventor
Gutjahr Walter
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
Original Assignee
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
Priority claimed from DE29917336U external-priority patent/DE29917336U1/de
Priority claimed from DE29917335U external-priority patent/DE29917335U1/de
Application filed by Individual filed Critical Individual
Publication of EP1083269A2 publication Critical patent/EP1083269A2/fr
Publication of EP1083269A3 publication Critical patent/EP1083269A3/fr
Application granted granted Critical
Publication of EP1083269B1 publication Critical patent/EP1083269B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D11/00—Roof covering, as far as not restricted to features covered by only one of groups E04D1/00 - E04D9/00; Roof covering in ways not provided for by groups E04D1/00 - E04D9/00, e.g. built-up roofs, elevated load-supporting roof coverings
    • E04D11/005—Supports for elevated load-supporting roof coverings
    • E04D11/007—Height-adjustable spacers

Definitions

  • the invention relates to a sheet-shaped laying aid for the stilted or ventilated laying of panels on terraces, balconies and the like
  • a laying aid for stilted plate coverings of the ones in question here Way of creating which is the quick and easy creation of tile coverings without complex alignment of the individual plates relative to each other.
  • this object is achieved in that a sheet-shaped laying aid is used, which consists of a film web made of plastic, of which the one to be applied Plate covering facing the top in one the distribution of the corner points of the slabs as intended distribution of the projections according to the installed flooring are provided as pedestals on which the corner areas of the laid panels in the predetermined laying pattern can be placed parallel to the surface.
  • the film web is made made of thermoplastic, the as Pedestals provided projections from the material of the original flat, inherently rigid roll-up film webs are integrally molded.
  • the projections are expediently from the plane of the film web deformed frustoconical or funnel-shaped and areas of the film web open at the bottom educated. Because the film web has no opening has, it also serves as a lock against the Passage of penetrating through the joints of the panels Water or forms a protective seal Train.
  • the means for aligning the on-hook Plates also integrally from the top of the protrusions protruding ledge or cross-shaped profile projections be formed.
  • the support projections are expediently frustoconical trained and to the by the groove-like Recesses or the ledge- or joint cross-like profile projections vertical planes of the adjacent one provided as a pillow block projection arranged.
  • the joint bars can also be designed that the joint rod in the intended installation position in Gap space between adjacent floor slabs at least in a section from the top to the bottom continuous passages for the passage of liquids having. Through the passage of liquid and thus there are also water-permeable openings in the joint rod thus also a drainage of surface water via the Jointing possible.
  • the configuration is preferably such that between those to be held on neighboring pedestals End areas of the joint rod alternately on opposite Continuous sides from top to bottom Wells are provided. So the culverts are of these depressions in the side walls of the joint bar formed, which in the installed state then at their open Side of the adjoining front edge of the base plate closed are.
  • the configuration can also be made so that between those to be held on neighboring stilts End areas of the joint rod from the top to the bottom through openings are provided. The Openings as a whole are then only in the joint rod educated.
  • the recesses can be arcuate in cross-section, be trapezoidal or triangular or also have a wavy cross section.
  • Through openings in the form of slot-like slots have or be limited in cross-sectional shape.
  • the in the installation position in the horizontal direction perpendicular to Length of the joint rod measured width of the joint rod is essentially the same as that between the front edges from adjacent floor slabs to be installed Joint width.
  • the joint rod then serves as a teaching Tools for setting the joint width.
  • the rectangular when installed in the vertical direction the height of the joint rod measured for the longitudinal extent Expediently chosen so that it is installed in only one lower part of the gap between two neighboring ones Floor plates comes forward.
  • the one over the top The joint remaining in the joint can then be used Filling material to be filled, where appropriate as fine as possible fine gravel is used, the Grain is chosen so that it is not due to that in the joint rod provided passages.
  • Joint bars should be selected so that they are in the installed state over the entire vertical height of the gap between the joints extends.
  • the joint is filled with filler material then not possible, but also not necessary. In both However, there is a drainage over the between the floor slabs existing joints possible.
  • Fig. 1 is a portion of a total designated 10 sheet-shaped laying aid for the creation of paving slabs on substrates such as balconies, Terraces etc. schematically illustrated.
  • the web-shaped Laying aid has its own stiffness, however plastic film that can be rolled up by elastic bending 12 made of thermoplastic plastic from the top projections integral from each other at predetermined intervals 14 step forward, each for supporting the corner areas of four plates meeting one another on a surface can be put on the topping to be paved.
  • the Protrusions 14 thus set in predetermined, from the plate size the distances depending on the slabs to be installed of the film 12 upward protruding pedestal exact shape and formation of these projections as well as the further, arranged offset to the projections 14 additional support tabs 36 will be discussed below with the figures 3 to 5 explained in more detail.
  • Recognizable is in Fig. 1 that in the later to be put on Plate facing top of the frustoconical Projections 14 groove-like intersecting at right angles Wells 16 are provided, in which according to Art the cross-shaped, also used when laying tiles Joint spacers can be used, which over the Step up the top of the projections 14 and their Later the width of the joints between neighboring ones Determine the tiles of the covering.
  • FIG. 2 is a sectional view through a partial section a concrete slab 18 is shown, on which by means of an inventive web-shaped laying aid 10 a stilted Covering from floor panels 20 is applied.
  • a moisture-proof coating 22 for example in the form of a bituminized sealing membrane shown, which can also be omitted in many cases, if the material of which serves as a carrier for the projections 14 Plastic film 12 is impermeable to water.
  • FIG. 3 shows an enlarged detail from FIG. 2, an area where the corner areas of two adjacent plates 20 on a projection 14 of the web-shaped laying aid 10 are supported. It is recognizable that the projections 14 are integral with the plastic film 12 cup-shaped or cup-shaped Profilings are.
  • the facing the plates 20 as Support surface 30 for the plates 20 serving the top of the Protrusions 14 are flat.
  • the ones already mentioned are rectangular crossing groove-like depressions 16 are formed, in which upward protruding spacers in Form of strips or fugitive crosses corresponding to that in Fig. 3 crosshairs 26 can be used, its strip-shaped arms projecting upwards as stops for Setting the gap 28 between adjacent Plates 20 serve.
  • the undersides of the plates 20 are on the top facing bearing surfaces 30 of the pedestal protrusions 14 as well as the bearing surface 32 offset from the Projections 14 provided support projections 36, the height of the support projections 36 is chosen so that their bearing surfaces 32 in a horizontal plane with the bearing surfaces 30 of the projections 14 lie.
  • the support tabs 36 are - corresponding to those forming the pedestals Projections 14 - integral from the material of the plastic film 40 shaped frusto-conical cups, whose diameter is significantly smaller than the diameter the pedestal protrusions 14.
  • the dimensioning, number and Distribution of the support projections 36 can be dependent on the size and weight of the panels to be placed and the intended load on the slab surface compared to the changed representation shown in the drawing figures become.
  • cup-like truncated cone-shaped support projections can also have differently shaped profile projections be provided, the end faces of which are then supports for the Form plates 20.
  • Crosshairs 26 could also be integrally protruding upward strip-like projections of corresponding width on the Top 24 of the projections 14 may be provided.
  • These joint bars 40 have the basic shape of a flat, upright bar 42, which is so long is that their ends are each facing each other open mouths of the groove-like depressions 16 adjacent Projections 14 can be inserted.
  • the Joint bars 40 shown also have their lateral flat sides protruding horizontally outwards narrow strip-shaped sections 46, which when finished laid tile covering the underside of the tiles 20 reach under in the edge area. These strip-shaped sections 46 serve on the one hand as an additional edition for the plates in the edge area and on the other hand prevent that filler material introduced into the joints 28 from above like sand or gravel to the underside of the plates 20 can pass through.
  • the joint bars 40 thus enable that staged laying of panels 20 on the invention sheet-shaped laying aid with subsequent backfilling the panel joints.
  • joint rod 48 modified with respect to joint rod 40 shown that a liquid passage through the joints allows without getting into the joints on the top introduced filling material such as fine gravel or the like also in the space between the slabs and the surface mentioned can step through.
  • the joint rod 48 between its rectangular in cross section, fits into the recesses 16 of the projections 14 insertable ends a wavy shape in plan view, so that when inserting this joint rod into the joint between two adjacent plates 20 alternately those that can be seen in FIG. 10 arising on opposite sides in the trough Passages 49 remain, through which water can penetrate while from the top into the joint introduced fine gravel etc. not by the resulting Can pass through, but then only the Fills the space above the joint rod 48, as shown in Fig. 11 is recognizable. Since the joint filler, i.e. the Fine gravel that is permeable to water, so this is aimed Ensures water permeability of the joint while coarse dirt is retained by the filling material.
  • FIG. 12 there are three different caps 50a, 50b and 50c made of an elastomeric material - for example Rubber or an elastomeric plastic such as polyurethane or the like - shown the shape of the floor have wells pointing upwards.
  • the closed, in the representation of the floor surfaces facing upwards Cups 50a, 50b and 50c each have different ones Strength so that when placed on the support projections 36 Cut the plates 20, depending on the cap used 50a, 50b or 50c different distance from the support surface 32 of the support projections 36 have.
  • These caps 50a, 50b and 50c decrease due to the damping properties of the elastomeric material used when walking on the Impact sound. You can also the caps to compensate for different strengths of the used Serve plates.
  • 5 are on two support projections 36 caps 50a and 50c shown in phantom.
  • Fig. 13 is a designated in its entirety with 110 separate pedestal for supporting the corner areas shown by four floor slabs.
  • the Projections 14 of the web-shaped laying aid 10 corresponding Pedestal has the basic shape of a circular limited plate, in the upper flat side two through-going through grooves 112a and 112b are incorporated, in which either a - not shown - Crosshairs or the ends of joint rods 114 can be used, as shown in FIGS. 6 to 9 and 14, 16 to 22 and are described below.
  • the pedestal 110 may be made of an impact sound-absorbing material water permeable material, e.g. dimensionally stable compressed and bonded rubber shot. On the exact design and the material of the pedestal does not occur in the context of the present invention on, i.e. any pedestal can be used, to hold the joint rods described below are suitably trained.
  • Joint rod 48 or 114 has the shape of an elongated one and substantially rectangular in cross section Rod, the length of which is such that its end regions fits into one half of one of the grooves 112a or 112b
  • Adjacent pedestals 110 can be used, the ones used Joint bars over the upper flat side of the pedestal step forward.
  • the end areas of the joint rod can so one arm section each of the usually in connection Joint crosses used with such pedestals replace.
  • Plate covering from floor plates 116 are therefore each the corner areas of at least two or predominantly Case four concurrent floor plates 116 on one Pedestal 110 on a usually through a sealing layer 118 protected against water ingress Base plate 120 placed.
  • the end areas of joint rods 114 are inserted, which extend to the next following pedestal in the network.
  • the base plates 116 are then inserted, the corner areas the bottom plates then on top of each respective pedestal 110 are supported.
  • the joint bars 114 which is different in the application shown in FIG extends only over part of the height of the base plate 116, So first provide a lesson for the dimensioning of the Width of the gap between the adjacent panels The above the joint rods 114 between the End edges of adjacent floor plates 116 remaining space can then in the manner indicated in Fig. 15 be filled with a granular filling material 122 which consists of particles of a certain minimum grain size and is largely free of smaller dust particles.
  • the drainage the gaps formed between the base plates 116 is made possible by the fact that in the figures 14, 16 and 17 shown joint bar between those on adjacent Pedestals 110 the end regions to be held of the joint rod 114 alternately on opposite sides continuously from the top to the bottom and in particular Fall recesses 124 rounded in a circular arc are provided, through which penetrating through the joints Water can pass through.
  • the joint rod shown has So in the top view from above a width b, which the Corresponds to the width of the grooves 112a and 112b, while its Height h greater the depth of the grooves 112a and 112b is.
  • the Height h of the joint rods 114 can also be dimensioned such that they in the intended installation position in a stilted Covering the formed between adjacent floor plates 116 Fill in the joints completely, i.e. that no free space about the joint bars remains in which a filling material is filled could or should be.
  • the grain size of the Filling material is chosen so that it does not go through the recess 124 into the space between the floor panels 116 and the base plate 120 passes through.
  • FIGS. 18 to 22 each have a different top view designed joint rods 114 shown, where the differences in those shown in Figs. 18 to 20 Joint bars limited to the cross-sectional shape of the recess 124, that instead of a circular curve trapezoidal (Fig. 18), triangular (Fig. 19) and wavy (Fig. 20) are formed.
  • Fig. 18 a circular curve trapezoidal
  • Fig. 19 triangular
  • Fig. 20 wavy

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)
  • Road Paving Structures (AREA)
EP00119697A 1999-09-11 2000-09-09 Aides pour la pose de revêtements en plaques en position surélevée ou ventilée Expired - Lifetime EP1083269B1 (fr)

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
DE29916033 1999-09-11
DE29916033U 1999-09-11
DE29917336U DE29917336U1 (de) 1999-09-11 1999-10-02 Verlegehilfe für die Erstellung von aufgestelzten oder unterlüfteten Platten-Belägen
DE29917335U DE29917335U1 (de) 1999-10-02 1999-10-02 Fugenstab für auf Stelzlagern verlegte Bodenplatten von Plattenbelägen
DE29917335U 1999-10-02
DE29917336U 1999-10-02

Publications (3)

Publication Number Publication Date
EP1083269A2 true EP1083269A2 (fr) 2001-03-14
EP1083269A3 EP1083269A3 (fr) 2001-10-31
EP1083269B1 EP1083269B1 (fr) 2004-10-20

Family

ID=27220289

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00119697A Expired - Lifetime EP1083269B1 (fr) 1999-09-11 2000-09-09 Aides pour la pose de revêtements en plaques en position surélevée ou ventilée

Country Status (2)

Country Link
EP (1) EP1083269B1 (fr)
AT (1) ATE280287T1 (fr)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006084637A1 (fr) * 2005-02-08 2006-08-17 Walter Gutjahr Element de voie de drainage ou de dallage pour la pose sur couche mince de dalles pour l'assechement ou la ventilation
KR100666589B1 (ko) 2004-09-01 2007-01-09 한국건설기술연구원 초단열 및 다중방수기능을 갖는 옥상 구조물의 바닥시스템 및 그의 시공방법
GB2459645A (en) * 2008-04-25 2009-11-04 Alan Martin Millmore Drainage device
DE202009001392U1 (de) * 2009-02-05 2010-06-24 Gutjahr, Walter Stützvorrichtung für einen verlegbaren Bodenbelag
EP2453071A1 (fr) * 2010-11-15 2012-05-16 Walter Gutjahr Moyen d'aide pour la pose de revêtements en plaques en position ventilée
GB2489030A (en) * 2011-03-17 2012-09-19 Resigap Ltd Spacing element for use with modular paving elements
AT16326U1 (de) * 2017-06-07 2019-07-15 Ing Wolfgang Habian Dipl Wasserdurchlässiges Fugenverschlussband zum Schutz gegen das Durchfallen von Kleinteilen für Fugen von Holzterrassen und Holzwerkstoffdielen im Außenbereich
AT521692B1 (de) * 2019-05-20 2020-04-15 Ing Wolfgang Habian Dipl Fugenverschlusselement und Holzterrasse mit Fugenverschlusselement

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0829592A1 (fr) 1996-09-14 1998-03-18 Walter Gutjahr Système pour réaliser des supports pour dalles de terrasses, balcons etc.

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2210709B3 (fr) * 1972-12-15 1975-12-26 Sanders Heinz
DE3630417A1 (de) * 1986-09-06 1988-03-17 Sf Vollverbundstein Erdreichabdeckung aus (beton-)formsteinen
DE9011271U1 (de) * 1989-08-30 1990-10-04 Deitermann Chemiewerk Gmbh & Co Kg, 4354 Datteln Drainageelement
NL9101177A (nl) * 1991-07-05 1993-02-01 Jan Hendrik Van Delzen Tegel, in het bijzonder daktegel.
DE4233175A1 (de) * 1992-10-02 1994-04-07 Kreusel Magda Plattenverlegesystem für Böden, insbesondere im Freien
DE29720122U1 (de) * 1997-11-13 1999-03-18 Gutjahr, Walter, 64404 Bickenbach System zur Herstellung von Stelzen für Belagsaufbauten aus Platten auf Terrassen, Balkonen o.dgl.

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0829592A1 (fr) 1996-09-14 1998-03-18 Walter Gutjahr Système pour réaliser des supports pour dalles de terrasses, balcons etc.

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100666589B1 (ko) 2004-09-01 2007-01-09 한국건설기술연구원 초단열 및 다중방수기능을 갖는 옥상 구조물의 바닥시스템 및 그의 시공방법
WO2006084637A1 (fr) * 2005-02-08 2006-08-17 Walter Gutjahr Element de voie de drainage ou de dallage pour la pose sur couche mince de dalles pour l'assechement ou la ventilation
GB2459645A (en) * 2008-04-25 2009-11-04 Alan Martin Millmore Drainage device
DE202009001392U1 (de) * 2009-02-05 2010-06-24 Gutjahr, Walter Stützvorrichtung für einen verlegbaren Bodenbelag
EP2453071A1 (fr) * 2010-11-15 2012-05-16 Walter Gutjahr Moyen d'aide pour la pose de revêtements en plaques en position ventilée
GB2489030A (en) * 2011-03-17 2012-09-19 Resigap Ltd Spacing element for use with modular paving elements
AT16326U1 (de) * 2017-06-07 2019-07-15 Ing Wolfgang Habian Dipl Wasserdurchlässiges Fugenverschlussband zum Schutz gegen das Durchfallen von Kleinteilen für Fugen von Holzterrassen und Holzwerkstoffdielen im Außenbereich
AT521692B1 (de) * 2019-05-20 2020-04-15 Ing Wolfgang Habian Dipl Fugenverschlusselement und Holzterrasse mit Fugenverschlusselement
AT521692A4 (de) * 2019-05-20 2020-04-15 Ing Wolfgang Habian Dipl Fugenverschlusselement und Holzterrasse mit Fugenverschlusselement
EP3741925A1 (fr) * 2019-05-20 2020-11-25 Wolfgang Habian Joint de terrasse et terrasse en bois pourvue dudit joint

Also Published As

Publication number Publication date
EP1083269A3 (fr) 2001-10-31
ATE280287T1 (de) 2004-11-15
EP1083269B1 (fr) 2004-10-20

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