EP0829592A1 - Système pour réaliser des supports pour dalles de terrasses, balcons etc. - Google Patents

Système pour réaliser des supports pour dalles de terrasses, balcons etc. Download PDF

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Publication number
EP0829592A1
EP0829592A1 EP97115450A EP97115450A EP0829592A1 EP 0829592 A1 EP0829592 A1 EP 0829592A1 EP 97115450 A EP97115450 A EP 97115450A EP 97115450 A EP97115450 A EP 97115450A EP 0829592 A1 EP0829592 A1 EP 0829592A1
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EP
European Patent Office
Prior art keywords
roof part
roof
profile
knobs
plates
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
EP97115450A
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German (de)
English (en)
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EP0829592B1 (fr
Inventor
Walter Gutjahr
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Individual
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Individual
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    • 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 system for creating stilts for covering structures made of plates on patios, balconies or the like. by means of a known, plastically deformable hardening or setting material.
  • Stilt compensating for unevenness can be made much easier and faster using a material that is initially plastically deformable and then hardening, e.g. Mortar, create.
  • a material that is initially plastically deformable and then hardening e.g. Mortar
  • simple mortar chunks are applied to the surface at the points where the corners of the slabs to be laid are to be placed, the slabs are pressed into the not yet hardened mortar chunks, thus compensating for differences in height between the individual slabs.
  • the mortar chunks Due to the weight of the slabs and the pressure exerted on the hardened mortar chunks in particular when the slabs are walked on, the mortar chunks press into the layer that supports them over time, e.g. a thermoplastic seal so that troughs form in which self-advancing, i.e. with a tendency to ensure that any screed provided with water runs off, water can accumulate and the mortar chunks are in water, particularly when they are frosty, they are severely attacked and ultimately destroyed.
  • German Offenlegungsschrift 22 52 558 to pack the mortar chunks in a sealable plastic bag before application.
  • This bag makes laying easier, on the one hand, by limiting the lateral flow of the mortar when the panels are pressed on, and also offers some protection of the mortar against water, but the often rough and pointed edges of the applied panels damage when the panels are loaded usually the plastic bag relatively soon, so that water can penetrate the bag, but usually can not drain and the mortar is destroyed by frost.
  • formwork rings are known, which are used to form a mold that is open on the plate and underground side for e.g. Let the mortar stack at the desired height. Since this casting mold is open on the plate and substrate side, a stilt created by pouring mortar into this casting mold adheres to both the substrate and the plate after the mortar has hardened and the plates have been applied. This, however, nullifies a major advantage of built-on covering structures, because the panels can then no longer be easily removed from the stilts, e.g. for cleaning purposes, in particular for removing leaves which have penetrated through the open joints between the panels, but also for picking up narrow objects which have fallen between the joints.
  • the casting mold formed from the formwork rings can be provided with drainage openings, but these do not prevent the mortar from continuing to stand in partially blocked water on the bottom side. Since the mortar is a so-called capillary-active material, the drainage openings do not prevent moisture from rising in the mortar and efflorescence on the panel covering.
  • the invention has for its object a system for creating stilts for covering structures made of slabs on terraces, balconies or the like. by means of a known, plastically deformable curing or to set binding material, by means of which the laying of loose slab coverings is simplified and the creation of durable supports for the slabs to be laid is made possible, and which at the same time allows height compensation for any unevenness in the subsurface, both to avoid stumbling edges and - if requested by the user - to Compensation for any existing drainage slope of the subsoil.
  • the object is achieved by a system of the type mentioned in the introduction, in which a roof part which can be placed on a lump of the hardening material and in the intended installation state protects the lumps on the plate side from external weather influences, the roof part being inclined water guiding surfaces for draining off water striking the roof part has and on the roof part bearing surfaces are provided for the plates.
  • Such a roof part advantageously enables the use of the easy-to-use mortar slug that can be squeezed to achieve the desired height compensation, this slug of mortar being protected from water penetrating between the joints of the laid slabs by the roof part in the intended installation state.
  • openings can be provided in the roof part which allow mortar to pass through to the underside of a panel to be laid, but which are covered by the panels on the upper side in the intended installation state.
  • the panels are preferably laid loosely.
  • the roof part can have round, rectangular or other polygonal shapes in the vertical plan view.
  • an edge which at least partially covers the tabs in the intended assembly state is provided on the roof part.
  • this edge serves to protect at least the upper area of the mortar slab from water which, for example in windy conditions, also passes diagonally between the joints and, in addition, forms a lateral border for the upper area of the slug in cases where a particularly strong mortar slab has been applied .
  • the support surfaces provided on the roof part can e.g. by means of molded fins, knobs or the like. are formed, which almost do not hinder the drainage of water hitting the roof part.
  • the contact surfaces can also be formed on separate profile parts that can be attached to the roof part.
  • Profile parts can advantageously be used which have a length which corresponds approximately to the edge length of the slabs to be laid or a multiple thereof. This makes it possible to connect several roof parts by means of the profile parts and thus to form a support structure for the panels to be installed.
  • the individual profile parts can advantageously be arranged so that they each form a lower end for the joint formed between two panels, so that the joints later e.g. can be filled (grouted) with a coarse-grained sand mixture or grit, which, in addition to an aesthetic improvement, also requires the technical advantage that such grouting acts as a filter that prevents dirt from penetrating under the panels.
  • the profile parts can have different cross-sectional shapes transversely to their longitudinal extent; it is possible, for example, to use cross-shaped or T-shaped profile parts in cross-section and to provide at least one groove on the roof part for receiving a leg portion of such a profile part, so that advantageously the profile parts only have to be inserted into the corresponding groove during installation. But it is also possible to use essentially flat profile strips and these with mounting holes to be provided or bolts and then to provide corresponding fastening bolts or bores on the roof part. A number of drainage openings, preferably designed as slots or notches, can advantageously be provided in the profile parts, which enable water impinging on the respective profile part to pass through.
  • the plates can be acoustically insulated against the roof part and thus the substructure of the roof part by providing impact sound insulation between the plate to be supported on the roof part and the roof part.
  • This acoustic insulation can be brought about, for example, by caps or layers of rubber-elastic material provided on the support surfaces for the plate on the roof part or on the separate profile part.
  • plate alignment means are provided on the roof part for aligning plates that have been placed on top.
  • Such alignment means ensure a uniform joint width of the panels to be installed.
  • corresponding projections for example in the form of knobs, fins or the like.
  • a groove that is cruciform in plan view can be provided in the roof part, into which a joint cross can be inserted.
  • the above-mentioned object is also achieved by a system for creating stilts for loose covering structures made of plates on terraces, balconies or the like.
  • a system for creating stilts for loose covering structures made of plates on terraces, balconies or the like by means of a known, plastically deformable hardening or setting material, in which the like or before applying a bit of the hardening material to a layer of the terrace, the balcony or the like.
  • attachable base part is provided that on its top facing the plates in the intended installation state has a draining support surface for the chunks of the curing material and the support surface facing away from the layer of the terrace, the balcony or the like. underside to be fitted is designed to absorb impact sound.
  • a base plate designed in this way protects, on the one hand, the layer of the terrace, the balcony or the like located under the stilts. against strong mechanical stresses caused by the hard and rough underside of the hardened material, i.e. usually the mortar, has an impact sound insulation at the same time and thus also protects the stilts themselves against mechanical loads by e.g. cushion the forces exerted on the stilts on the underside when walking on the slab covering.
  • the drainage of the support surface for the bats prevents water that has accumulated on the seal from rising in the bats and causing frost damage which impair the carrying capacity of the bats.
  • the support surface is provided with an edge which at least partially covers the tabs in the intended assembly state at the side and which can simultaneously act as protection and as support for the tabs.
  • the partial region of the base part which has the impact sound-absorbing underside is designed as a load distribution plate.
  • a such load distribution plate increases the contact area of the stilts on the layer of the terrace, the balcony or the like. and thus prevents the stilt from being pressed into the layer over time.
  • the load distribution plate ensures that the stilt cannot press into the thermoplastic seal.
  • the impact sound-absorbing design of the underside of the base part can e.g. be made by a layer of impact sound-absorbing material glued or otherwise attached to the base part.
  • Rubber shot, a PE foam chop or another, soft, void-rich and water-permeable material can be used to produce the base part or the impact sound-absorbing layer.
  • the two materials mentioned are, moreover, recyclates, i.e. environmentally friendly reused materials.
  • the base parts can each be designed so that the sloping layer of the terrace, balcony or the like in the intended installation state.
  • the underside of the base part facing the plate has an incline that compensates for the gradient.
  • the inclination of the base part does not have to correspond exactly to the slope, since the mortar slab ultimately enables the plates to be aligned exactly.
  • the gradient of terraces or balconies is usually always around 1 to 2%, it is quite expedient to provide base parts with a slope that compensates for such a standard gradient.
  • Both the base part and the roof part each solve the task on their own and simplify the installation of built-on panel coverings. However, they represent a useful complement to each other, so that it is particularly advantageous to use a combination of base and roof part when creating stilts for covering structures made of panels.
  • FIG. 1 shows a base part, designated in its entirety by 100, in which a load distribution plate 102, which is rectangular here, is provided on the underside with a covering 104 made of impact sound-absorbing material.
  • a load distribution plate 102 which is rectangular here, is provided on the underside with a covering 104 made of impact sound-absorbing material.
  • the contact surface 108 has a number of drainage openings 110, only a few of which have been provided with reference numerals for reasons of clarity.
  • the support surface 108 is formed by means of a flat sheet 112 which is folded over at two right angles on two opposite sides and runs essentially parallel to the load distribution plate 102, but at a distance from it, so that water impinging on the support surface 108 can flow out through the drainage openings 110. without being hindered by the load distribution plate 102.
  • FIG. 2 shows a second exemplary embodiment of a base part designated in its entirety by 200, in which the load distribution plate 202 and thus the underside 204 of the base part 200 to be placed on a layer of the terrace, the balcony or the like itself consists of impact sound-absorbing material .
  • the in turn provided with a number of drainage openings 210 support surface 208 for the mortar or the like. is provided here by means of a shell-like component 212 placed on top 206, which has a side edge 214 which at least partially covers an applied (not shown) batch and an edge 216 running below support surface 208 on which shell-like component 212 rests the load distribution plate 202.
  • the lower edge 216 is folded over in order to enlarge the support surface and thus forms a support ring 218.
  • the load distribution plate 202 consists of a material which is not only sound-absorbing but also water-permeable, e.g. Rubber shot or PE foam shredder, so that water passing through the drainage openings 210 in the shell-like component 212 does not accumulate, since it can flow off through the load distribution plate 202.
  • the lower edge 216 of the shell-like component 212 with a number of drainage openings through which water passing through the drainage openings 210 can flow laterally through corresponding openings in the lower edge 216 of the shell-like component 212.
  • FIGS. 3 and 4 show a third exemplary embodiment of a base part according to the invention, designated in its entirety by 300, with one or the like on one layer of the terrace, the balcony. attachable bottom 304 shown which is made in one piece from impact sound-absorbing material.
  • a ring-like peripheral edge 314 is formed, which or the like, the contact surface 308 for a mortar to be applied. limited.
  • the support surface 308 is in turn provided with a number of drainage openings 310, of which only a few have been provided with reference numerals for reasons of clarity.
  • 3 shows a section through the base part 300 along the line III-III in FIG. 4.
  • FIG. 5 shows a fourth exemplary embodiment of a base part, designated in its entirety by 400, with an underside 404 and a contact surface 408, which is formed in one piece from footfall sound-absorbing and water-permeable material.
  • the support surface 408 for a mortar or the like. Therefore, there is no need to provide special drainage openings as the material is self-draining.
  • the contact surface 408 is laterally delimited by a raised edge 414.
  • FIGS. 6 and 7 show a first exemplary embodiment of a roof part designated in its entirety by 120, FIG. 7 showing the roof part in plan view and FIG. 6 a section through the roof part along the line VI-VI in FIG. 7 .
  • the roof part 120 is - like the roof parts shown in the other figures - conical on its upper side facing the plates 122, the convex side always facing the plates, so that sloping, inclined water guiding surfaces 124 are formed from the center of the roof part.
  • the roof part can also have any other roof-like shapes instead of the conical shape shown, for example gable roof, hipped roof or pyramid roof-like shapes.
  • a number of knobs 126 are provided on the plate-facing upper side of the roof part 120, of which only a few have been provided with reference numerals for reasons of clarity.
  • the tops of the knobs 126 form support surfaces 128 for the plates 122, the knobs 126 being designed such that the support surfaces 128 all lie in a common plane.
  • the roof part is further provided with a laterally encircling, ring-like edge 130 which at least partially covers a piece of mortar, not shown here, and thus extends the water guiding surfaces downwards.
  • the top of the roof part is provided with a cross joint 132, which in this exemplary embodiment is integrally formed on the roof part 120.
  • Dash-dotted lines indicate caps 127 made of an elastic material on the knobs 126, the bottom surface of which lies between the support surface 128 and the underside of the associated plate 122 and can thereby cause elastic insulation in the sense of impact sound insulation.
  • FIGS. 8 and 9 show a second exemplary embodiment of a roof part designated in its entirety with 220, specifically in FIG. 8 in plan view and in FIG. 9 in cross section along line IX-IX in FIG. 8.
  • the roof part largely corresponds to that in FIG 6 and 7 and also has inclined water guiding surfaces 324, an integrally formed joint cross 232 and an annular circumferential edge 230 which extends the water guiding surfaces downwards and covers a mortar lump not shown on the side, but in this roof part 220 the bearing surfaces 228 are means of the elongated, hereinafter referred to as fins 234, radially extending ribs, which are also integrally formed on the roof part 220.
  • fins 234 radially extending ribs
  • FIGS. 10 shows a top view of a third exemplary embodiment of a roof part 320, in which the support surfaces 328 are in turn formed by knobs 326 arranged between the water surfaces 324, only a few support surfaces and knobs having been provided with reference numerals for reasons of clarity.
  • the means for aligning the panels to be laid and for ensuring a uniform joint width are formed by a number of knobs 338, likewise only a few knobs having been provided with reference symbols.
  • the knobs 338 can be integrally formed on the roof part 320.
  • receiving bores in the roof part 320 at the points at which such alignment knobs are to be provided, into which then e.g. two-stage bolts can be inserted, the upper part of which is dimensioned larger in diameter than the lower part to be inserted into the bores, wherein stepped bolts with different upper diameters can be provided for setting different joint widths.
  • FIG. 11 shows a fourth exemplary embodiment of a roof part 420 in plan view
  • FIG. 12 shows a section along the line XII-XII in FIG. 11 through this roof part 420.
  • the contact surfaces 428 are on the conical water guiding surfaces 424 forming the top formed nubs 426.
  • the roof part 420 also has a peripheral edge 430, which extends the water guiding surfaces 424 downward, the lower edge of which is chamfered to form a drip edge 436.
  • a cross-shaped receptacle 420 is provided, into which joint crosses, such as the joint cross 142 shown in FIG. 13 (not to scale), can be inserted.
  • the stepped joint cross 142 shown in FIG. 13 is designed to set a relatively narrow joint width.
  • the lower part 144 of this crosshair is complementary to the receptacle 440 in the roof part 420, so that after the insertion of the crosshair 142 into the receptacle 440 only the upper part 146 of the crosshair 142 protrudes and plates to be placed on the roof part can be aligned with this protruding part .
  • joint crosses can then be provided with an appropriately designed upper part, the lower part always being adapted to the receptacle 440.
  • FIG. 14 shows a plan view of a fifth exemplary embodiment of a roof part 520 having water-conducting surfaces 524 on the top, in which knobs 526 are in turn formed to form the support surface 528 for plates to be placed on.
  • the difference to the roof parts described so far is provided in this roof part 520 two intersecting through grooves 548 and 550 in the center of the roof part, which on the one hand allow the use of joint crosses such as that shown in FIG. 13.
  • elongated profile parts such as those shown in FIGS.
  • 15 to 17 can also be inserted into the continuous grooves 448 and 550, which on the one hand allow several roof parts 520 to be aligned with one another, but at the same time also have a lower end for the between the roof parts misplaced plates form, so that the joints advantageously with a coarse sand mixture, split or the like. can be grouted.
  • FIGS. 15 to 17 show three different exemplary embodiments of elongated profile parts in a perspective view, which are each designed to be used with profile parts such as that shown in FIG. 14.
  • the profile part 152 shown in FIG. 15 is a so-called T-profile, which consists of a support leg 154 which is essentially horizontal in the intended installation state and a guide leg which projects downwards approximately in the middle and can be inserted into the grooves 548 or 550 156 exists, with the dash-dot line again indicating the possibility of applying an impact sound-absorbing pad 157 on the top of the pad leg 154.
  • the second exemplary embodiment of an elongated profile part 252 shown in FIG. 16 has a cross-shaped cross-section and in turn has a support leg 254 which runs approximately horizontally in the intended mounting state and a guide leg 456 which projects downwards approximately in the middle and can be inserted into the said grooves.
  • this profile has an alignment leg 258 which projects upwards approximately from the center of the support leg 254 and which serves to align the boards to be laid and to set a uniform joint width.
  • a number of short bolts 360 are inserted through the support leg 354 in such a way that they protrude from the support leg 354 on both sides, the part of a bolt 260 projecting downwards in the intended assembly state into one appropriate receptacle can be inserted or inserted on a roof part.
  • a recording it can be for example, grooves such as the elongated grooves 548 and 550 shown in FIG. 14.
  • roof parts with receptacles that are exactly complementary to the bolts 360.
  • the upwardly projecting parts of the bolts 360 act analogously to the alignment leg 258 of the cross-shaped profile 252 and serve to align the panels to be laid and to set a uniform joint width.
  • both the bolts 360 and the alignment leg 258 can be manufactured in different diameters or widths, so that the joint width desired by the user can be set by means of both profile parts.
  • FIG. 18 shows a fourth exemplary embodiment of an elongated profile part 452 in plan view, on the opposite ends of which a fastening bore 462 is provided for receiving a fastening bolt attached to a roof part, not shown here.
  • the support leg 454 of this profile part 452 is provided with a series of lateral notches 464, which promote the outflow of water impinging on the support leg 454, that is to say in the intended assembly state, through the fingers between the laid plates, not shown, which pass through.
  • a plurality of projections 466 which are rectangular in plan view are provided on the support leg 454, of which in turn only a few have been provided with reference numerals for reasons of clarity.
  • FIG. 19 shows a support structure made using a plurality of roof parts 620 and a plurality of cross-shaped profiles 152.
  • the roof parts 620 have water guiding surfaces 624, only a few of which have been provided with reference numerals, and each essentially correspond to the roof part 520 shown in FIG. 14, that is to say also have continuous grooves. However, they differ from the roof part 520 in that no knobs 526 are provided, so that the necessary plate support surfaces are provided here by the support legs 254 of the profiles 252.
  • the mentioned mortar patches (not shown here) must be provided under each roof part 620, whereupon the roof parts are then connected and aligned with one another by means of the profiles 552.
  • the entire support structure can then be aligned horizontally by pressing on the roof parts and thus on the plastically deformable mortar pieces, after which the panels can be laid.
  • FIG. 20 shows the interaction of a roof part 120 according to the invention with a base part 500 according to the invention, which was placed on a sealing film 166.
  • the sealing film 166 seals a screed 170 which is applied to a concrete support plate 168 and provided with a slope (advanced).
  • the slope of the screed is exaggerated here for clarity. Such a gradient is usually only 1 to 2%. Since it is often desired to lay the slabs 122 horizontally as shown here, the slope of the screed 170 must be compensated for. In principle, this is possible solely through the mortar slabs to be provided under a roof part or on a base part.
  • base parts such as the base part 500 shown can also be used, the bearing surface 508 of which for the mortar bump 172 is inclined relative to its underside 504, which absorbs impact sound, in such a way that the slope of the screed 170 is compensated for.
  • the base part 500 also has a circumferential edge 514 which laterally delimits the support surface 508 and is made of impact sound-absorbing and water-permeable material, so that drainage openings do not have to be provided under the mortar bump 172 since the base part 500 is self-draining.
  • Such self-draining and at the same time impact sound-absorbing base parts can be, for example, molded articles made from rubber shot.
  • the roof part 120 which has been put on after the mortar has been applied and which has already been described above in connection with FIG. 6, is dimensioned in this exemplary embodiment in such a way that it vertically projects beyond the support surface 508 of the base part 500 and thus covers it.
  • FIG. 21 shows the interaction of the roof part 120 with a base part 600, which is formed in one piece from impact sound-absorbing material and whose support surface 608 for the mortar slugs has been provided with a number of drainage openings 610, which are led to the underside 604 of the base part 600.
  • the base part 600 is dimensioned such that its peripheral edge 614 projects laterally beyond the edge 130 of the roof part 120.
  • Such a combination of base part 600 and roof part 120 is useful in cases where a particularly low overall height is desired.
  • the drainage openings 610 ensure that water conducted via the water guiding surfaces 124 onto the bearing surface 608 can run off immediately, so that the mortar bump 172 is never in the water.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Floor Finish (AREA)
  • Road Paving Structures (AREA)
EP97115450A 1996-09-14 1997-09-06 Système pour réaliser des supports pour dalles de terrasses, balcons etc. Expired - Lifetime EP0829592B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19637588A DE19637588A1 (de) 1996-09-14 1996-09-14 System zur Erstellung von Stelzen für Belagsaufbauten aus Platten auf Terrassen, Balkonen o. dgl.
DE19637588 1996-09-14

Publications (2)

Publication Number Publication Date
EP0829592A1 true EP0829592A1 (fr) 1998-03-18
EP0829592B1 EP0829592B1 (fr) 2003-03-26

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EP (1) EP0829592B1 (fr)
AT (1) ATE235621T1 (fr)
DE (2) DE19637588A1 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29917336U1 (de) * 1999-09-11 2001-02-15 Gutjahr, Walter, 64404 Bickenbach Verlegehilfe für die Erstellung von aufgestelzten oder unterlüfteten Platten-Belägen
DE29917335U1 (de) * 1999-10-02 2001-02-15 Gutjahr, Walter, 64404 Bickenbach Fugenstab für auf Stelzlagern verlegte Bodenplatten von Plattenbelägen
EP1083269A2 (fr) 1999-09-11 2001-03-14 Gutjahr Walter Aides pour la pose de revêtements en plaques en position surélevée ou ventilée
EP1538275A2 (fr) 2003-12-01 2005-06-08 Franken-Schotter GmbH & Co. KG Dispositif pour la fixation de panneaux
WO2014006524A3 (fr) * 2012-07-05 2014-03-06 Pergo (Europe) Ab Dispositifs, systèmes et procédés de revêtement de sol extérieur
EP2497874A3 (fr) * 2011-03-07 2016-10-26 Ardex Anlagen GmbH Procédé de décalage d'un revêtement de sol et dispositif de support

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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.
DE202009001392U1 (de) * 2009-02-05 2010-06-24 Gutjahr, Walter Stützvorrichtung für einen verlegbaren Bodenbelag
DE202010012888U1 (de) * 2010-11-15 2012-02-16 Walter Gutjahr Stelzlageranordnung für einen unterlüfteten Bodenbelag

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US3318057A (en) * 1964-03-24 1967-05-09 Robertson Co H H Pedestal floor construction
DE1903535A1 (de) * 1969-01-24 1970-10-22 Beton Element Bau H Klein Terrassenbelag fuer Flachdaecher,Balkone,Garagen u.dgl.
DE1928643A1 (de) * 1963-12-28 1970-12-10 Ertl Kg Baustoffwerk Flachdachbelag auf vorgefertigten Dachplatten
FR2103179A5 (fr) * 1970-07-22 1972-04-07 Goldbach Sperr Fassholz
DE2252558A1 (de) * 1972-10-26 1974-05-02 Walter Zuleeg Verfahren und vorrichtung zum verlegen von aus einzelplatten bestehenden bodenbelaegen, insbesondere terassenbelaegen
DE2444967A1 (de) * 1974-01-14 1976-04-08 Helmut Mischler Terrassenlager
DE2503262A1 (de) * 1975-01-28 1976-07-29 Gerhard Wischnewski Trageelement fuer fussbodenplatten
FR2522045A1 (fr) * 1982-02-24 1983-08-26 Gerland Etancheite Sa Dispositif de support notamment pour dalles de circulation
FR2549870A1 (fr) * 1983-07-27 1985-02-01 Materiaux Etancheite Entrepris Plots pour dalles de circulation
FR2639666A1 (fr) * 1988-09-27 1990-06-01 Jou Plast Sa Plot reglable pour le support d'elements de sol, tels que dalles, caillebotis, ou analogues
DE4021963A1 (de) * 1990-07-10 1992-01-16 Lindner Ag Hohlraumboden

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DE4021498A1 (de) * 1990-07-05 1992-01-09 Guenther Fuss Doppelboden-justage- und/oder verbindungs-vorrichtung

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1928643A1 (de) * 1963-12-28 1970-12-10 Ertl Kg Baustoffwerk Flachdachbelag auf vorgefertigten Dachplatten
US3318057A (en) * 1964-03-24 1967-05-09 Robertson Co H H Pedestal floor construction
DE1903535A1 (de) * 1969-01-24 1970-10-22 Beton Element Bau H Klein Terrassenbelag fuer Flachdaecher,Balkone,Garagen u.dgl.
FR2103179A5 (fr) * 1970-07-22 1972-04-07 Goldbach Sperr Fassholz
DE2252558A1 (de) * 1972-10-26 1974-05-02 Walter Zuleeg Verfahren und vorrichtung zum verlegen von aus einzelplatten bestehenden bodenbelaegen, insbesondere terassenbelaegen
DE2444967A1 (de) * 1974-01-14 1976-04-08 Helmut Mischler Terrassenlager
DE2503262A1 (de) * 1975-01-28 1976-07-29 Gerhard Wischnewski Trageelement fuer fussbodenplatten
FR2522045A1 (fr) * 1982-02-24 1983-08-26 Gerland Etancheite Sa Dispositif de support notamment pour dalles de circulation
FR2549870A1 (fr) * 1983-07-27 1985-02-01 Materiaux Etancheite Entrepris Plots pour dalles de circulation
FR2639666A1 (fr) * 1988-09-27 1990-06-01 Jou Plast Sa Plot reglable pour le support d'elements de sol, tels que dalles, caillebotis, ou analogues
DE4021963A1 (de) * 1990-07-10 1992-01-16 Lindner Ag Hohlraumboden

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29917336U1 (de) * 1999-09-11 2001-02-15 Gutjahr, Walter, 64404 Bickenbach Verlegehilfe für die Erstellung von aufgestelzten oder unterlüfteten Platten-Belägen
EP1083269A2 (fr) 1999-09-11 2001-03-14 Gutjahr Walter Aides pour la pose de revêtements en plaques en position surélevée ou ventilée
EP1083269A3 (fr) * 1999-09-11 2001-10-31 Gutjahr Walter Aides pour la pose de revêtements en plaques en position surélevée ou ventilée
DE29917335U1 (de) * 1999-10-02 2001-02-15 Gutjahr, Walter, 64404 Bickenbach Fugenstab für auf Stelzlagern verlegte Bodenplatten von Plattenbelägen
EP1538275A2 (fr) 2003-12-01 2005-06-08 Franken-Schotter GmbH & Co. KG Dispositif pour la fixation de panneaux
EP1538275A3 (fr) * 2003-12-01 2007-09-26 Franken-Schotter GmbH & Co. KG Dispositif pour la fixation de panneaux
EP2497874A3 (fr) * 2011-03-07 2016-10-26 Ardex Anlagen GmbH Procédé de décalage d'un revêtement de sol et dispositif de support
WO2014006524A3 (fr) * 2012-07-05 2014-03-06 Pergo (Europe) Ab Dispositifs, systèmes et procédés de revêtement de sol extérieur

Also Published As

Publication number Publication date
ATE235621T1 (de) 2003-04-15
DE59709606D1 (de) 2003-04-30
DE19637588A1 (de) 1998-03-19
EP0829592B1 (fr) 2003-03-26

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