EP0585663A1 - Elément de revêtement pour sols, plafonds et murs - Google Patents

Elément de revêtement pour sols, plafonds et murs Download PDF

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Publication number
EP0585663A1
EP0585663A1 EP93112766A EP93112766A EP0585663A1 EP 0585663 A1 EP0585663 A1 EP 0585663A1 EP 93112766 A EP93112766 A EP 93112766A EP 93112766 A EP93112766 A EP 93112766A EP 0585663 A1 EP0585663 A1 EP 0585663A1
Authority
EP
European Patent Office
Prior art keywords
plate
cladding element
cladding
projections
carrier plate
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
EP93112766A
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German (de)
English (en)
Other versions
EP0585663B1 (fr
Inventor
Thilo Probst
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
Application filed by Individual filed Critical Individual
Publication of EP0585663A1 publication Critical patent/EP0585663A1/fr
Application granted granted Critical
Publication of EP0585663B1 publication Critical patent/EP0585663B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/14—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass
    • E04F13/144—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass with an outer layer of marble or other natural stone
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2/36—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by transversely-placed strip material, e.g. honeycomb panels
    • E04C2/365—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by transversely-placed strip material, e.g. honeycomb panels by honeycomb structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00—Stock material or miscellaneous articles
    • Y10T428/24—Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24149—Honeycomb-like
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00—Stock material or miscellaneous articles
    • Y10T428/24—Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24149—Honeycomb-like
    • Y10T428/24165—Hexagonally shaped cavities

Definitions

  • the invention relates to a cladding element having the features of the preamble of patent claim 1.
  • a cladding element is known from EP 406 991 A1.
  • the honeycomb-shaped carrier plate consists of regular hexagonal honeycombs. The edges of the carrier plate and the cover plates are flush, which also applies to the stone plate. The four plates of the cladding element are thus touched on all four sides by the same imaginary lateral contact planes.
  • this known cladding element requires floor gluing, since otherwise the surface cannot be flush due to the lack of a positive interlocking of the cladding slabs.
  • these cladding panels have anchors on the back, with which they can be hung in wall mounting rails.
  • Gaps remain between the individual cladding elements of such a wall covering, through which rainwater can penetrate into the cavity between the cladding level and the building wall. Due to the individual suspension of the cladding panels, relative movements of the cladding elements can occur in the event of wind and, depending on the type of suspension, a noise development due to the relative possibility of movement of the panels to one another is not excluded.
  • the support plate and the two cover plates are made of aluminum and the stone plate is glued to the upper cover plate at certain points and additionally mechanically anchored to the support plate.
  • a cladding element in which a carrier plate has a continuous floor with a number of upstanding webs on which the stone plate is fastened.
  • the carrier plate and the stone plate match in width, but the carrier plate has an insertion tongue at one end of its length, which is assigned an insertion groove for the insertion tongue of an adjacent plate at the other end.
  • the Carrier panels thus interlock in their longitudinal directions in a form-fitting manner, but in the transverse direction there are longitudinal joints between the rows of cladding elements with the disadvantages that have already been described above.
  • the support plate formation with the plurality of parallel support webs is disadvantageous in comparison to a honeycomb-shaped support element, because the stone slab is not supported over the entire web length between two support webs.
  • DE 90 06 046-U1 shows a cladding element with a carrier plate for tiles, the carrier plate being structured with rectangular honeycombs and having a top wall on which the tiles can be glued.
  • the carrier plate has a frame-like border, from which protrusions protrude outwards, which are intended to engage in corresponding cutouts in adjacent cladding elements.
  • a simultaneous row and column locking of the cladding elements is only possible when installed perpendicular to the panel level.
  • the manufacture of the carrier plate is very expensive because it cannot be produced by the extrusion process, but the top wall alone, but also the outwardly facing hooking projections, require production by the injection molding process.
  • the object of the invention is to provide a cladding element of the type mentioned while maintaining a sandwich structure of the supporting body for the stone slab so that an absolutely flush installation, for example, a floor covering is possible even without gluing the elements, the stability of a panel assembly is significantly increased and the cladding panel comparatively low manufacturing costs.
  • the advantage of the invention is that, despite the simple design of the carrier plate in the continuous casting process from plastic, a toothing of the composite is guaranteed both in the row and in the column direction, so that the stability of the cladding wall is significantly increased.
  • This advantage is achieved in that the outer contour of the carrier plate is chosen larger than that of the cover and stone plates. Since the carrier plate thus protrudes from the upper cover plate at two corners of the upper cover plate, these projections engage under the cover plates of two adjacent cladding elements. Since the honeycomb structure of the carrier plate on the edges of the cover plate leads to spaced projections on two edges and corresponding complementary recesses on the other two edges, a positive connection between the carrier plate and the carrier plates of the four neighboring lining elements takes place on all four edges of the cladding element.
  • the invention also creates a form-fitting at right angles to the plane of the plate, since two cover plates lying in a corner are undercut by the projections of the carrier plate of the cladding element located therebetween.
  • the result is that the surface of the panel assembly is achieved with the simplest of means, so that, for example, a floor panel covering can be quickly installed with the prefabricated cladding panels, since the cladding elements are not glued to the floor. Since the cladding element according to the invention can only be brought into a fitting position with the composite by moving it in the plane of the panel assembly, the shapes of the projections must be determined in such a way that fitting is possible at all.
  • a cladding element is brought into a fitting position at an acute angle in the range from approximately 25 ° to approximately 65 ° to one of the adjacent rectilinear cover plate edges of the composite.
  • the insertion direction coincides with the direction of one of the hexagon sides that adjoin one of the two parallel sides of the hexagon.
  • the lower cover plate is in principle only required for bracing the sandwich plate, so that in principle, instead of a continuous cover plate, a separate small abutment plate is provided for each anchor element, which is supported on the honeycomb walls of the support plate.
  • a more advantageous solution uses a lower cover plate of the same format and in the same contour as the upper cover plate, so that between the two cover plates in the area of the recesses of the carrier plate, insertion pockets are formed for the projections on the opposite edge of the next cladding element.
  • Each paneling element is thus immovably interlocked in a form-fitting manner after insertion into the composite at two corners lying above it, and since the next paneling panels are anchored in a corresponding manner to the two other edges of the aforementioned paneling element, a circumferential form-locking composite results.
  • the stone slab is arranged diagonally offset on the upper cover slab.
  • the diagonal Offset selected so that the stone slab projects above the upper cover slab at the two edges, where the projections of the support slab are also formed. Since the diagonal offset of the stone slab to the cover slab is preferably chosen only so large that the projections of the support plate still protrude beyond the contour of the stone slab, the latter is protected against damage.
  • This diagonal offset of the stone slab increases the nesting effect, since the stone slab of a cladding element now overlaps the cover plates of two adjacent cladding elements and the cover plate of this cladding element is overlapped by the stone slabs of adjacent cladding elements on the other two edges.
  • this further development ensures a better seal against the ingress of moisture, since the joints of the stone slabs are offset in relation to those of the cover slabs in the slab composite.
  • the mounting rails being able to be mounted both vertically and horizontally on a building wall and the slanted slots in the mounting rails ensuring that the cladding elements are quickly fitted, since these are through the slanted slots be guided in the correct fitting direction in the fitting position.
  • the slanted slots run down to the longitudinal center of the mounting rails, so that the weight of the cladding elements secures them in their fitting position. Thanks to the all-round nesting of each cladding element in the composite, the cladding wall is absolutely flush with the surface and extremely stable.
  • a cladding element 10 has a honeycomb-shaped carrier plate 12 made of plastic and two cover plates 14, 16 placed on opposite end faces, between which the carrier plate 12 is sandwiched.
  • the two cover plates 14, 16 are braced with the support plate 12 by means of tension anchors 18.
  • On the top Plate 14 has an adhesive layer 20 applied, by means of which a natural stone plate 22 is glued to the plate 14 made of metal.
  • the carrier plate 12 has a number of cavities 13 which are closed circumferentially by strong partition walls 15.
  • the cavities 13 form cylindrical tubes with a constant cross section.
  • a regular hexagonal cross section is shown in the exemplary embodiments.
  • the carrier plate 12 has an opening 17 and a corresponding floor 19 which is integrally connected to the partition walls 15 and has a corresponding floor 19.
  • the two cover plates 14, 16 can additionally be glued to these two.
  • the cavities 13 are filled with an insulating material 24 in order to increase the thermal and impact sound insulation properties.
  • the cladding elements are prefabricated as standard and can then be easily moved by pushing them together at the construction site, the carrier plates each interlocking with two adjacent cladding elements 10, so that a stable bond is created.
  • the metal plates 14, 16 protrude over two stone edges above the stone plate 22 and are set back on the other two edges accordingly, so that the butt joint between two stone plates 22 is closed on the bottom side by the protruding metal plate 14 of the one cladding element 10.
  • the joint has the reference number 26.
  • the cover plates 14, 16 can be seen with solid lines, between which the joints 29 are formed.
  • the edges of the stone slabs 22 are shown in dash-dot lines and the walls 15 of the support slab 12, which here consists of a section of an extrusion profile, can be seen in broken lines.
  • the cover plates 14, 16 and the stone plates 22 have at least approximately the same rectangular format and the carrier plate 12 is affected by an imaginary rectangular box on the outside, which is larger in length and width than the format of the cover plates.
  • the carrier plate 12 protrudes from the edges of the metal plates 14, 16 at two corners, one with trapezoidal protrusions 21 and the other with triangular protrusions 23.
  • Correspondingly configured recesses 25, 27 are provided on the other two edges, for the positive engagement of one attached lining element 10 serve.
  • four tension anchors 18 are sufficient to brace the cover plates 14, 16 with the carrier plate 12.
  • the stone slab 22 is offset diagonally to the cover slabs, so that the butt joints 26 are offset between the stone slabs 22 and the cover slab joints 29.
  • the cladding element is assembled in the composite by a sliding movement in the panel plane in only one very specific direction, which is shown in FIG. 4 is indicated by the arrow 31.
  • This direction runs parallel to a hexagon side of a honeycomb which adjoins one of the parallel sides of the hexagon.
  • This insertion direction forms an angle of 60 ° with the longitudinal edges of the cover plates 14, 16 which are protruded by the trapezoidal projections 21 or recesses 25 and an angle of 30 ° with the transverse edges of the cover plates, to which the triangular projections 23 and recesses 27 are assigned.
  • the cladding element 10 is interlocked at the same time in a form-fitting manner with the panel assembly on two edges lying at a corner.
  • the in FIG. 4 corner honeycomb shown at the top left summarizes a projection 21 and a projection 23 and is overlapped in the composite of three adjacent cover plates 14, 16.
  • the anchors 18 ' protrude beyond the lower cover plate 16 and have a screwed-on abutment 28.
  • the anchor 18 ' consists of a screw, the head of which is essentially flush with the top of the cover plate 14 and at most protrudes into the adhesive layer 20.
  • the abutment 28 has a hexagon collar 30 for bracing.
  • the collar 30 is followed by a sleeve 32, which connects the collar 30 to a circular flange 34.
  • the abutment 28 has a continuous internal thread. Collar 30, sleeve 32 and support flange 34 form the one-piece abutment 28.
  • the support flange 34 fits into a C-shaped support rail 36 which is screwed onto a building wall in a known manner by means of screws 38 and dowels, not shown.
  • the support rail 36 is shown in FIG. 9 shown in detail. It has a longitudinal slot 40 between the two cover walls 42 and the width of this longitudinal slot 40 is dimensioned so that the sleeve 32 of the abutment 28 has space therein.
  • the distance of the collar 30 from the support flange 34, which corresponds to the sleeve length, is slightly larger than the thickness of the top walls 42, so that they have space between the collar 30 and the support flange 34.
  • the diameter of the support flange 34 the contour of which can be seen in FIG.
  • the rail 36 has in a side wall 44 a number of rectangular openings 46 which are at a precise distance from one another and through which the support flanges 34 of the anchors 18 'fit.
  • a connecting slot 48 adjoins each of the openings 46 in the adjacent top wall 42 and opens into the longitudinal slot 40.
  • the connecting slot 48 forms an angle of at least approximately 30 ° with the transverse direction of the rail 36 and, in the case of a vertically mounted rail 36, the connecting slot 48 extends obliquely downward from the rail side wall to the longitudinal slot 40.
  • the width of the connecting slot 48 is smaller than that of the opening 46 and approximately equal to the diameter of the abutment sleeve 32.
  • the cladding panels 10 are suspended from the side in the mounting rails 36, as shown in FIG. 8 illustrates this.
  • the four support flanges 34 of the abutments 28 are inserted into the lateral rail openings 46, after which the sleeves 32 enter the connecting slots 48.
  • the panel 10 slides both to the left and downwards until the sleeve 32 abuts the edge of the left-hand top wall 42 (FIG. 8).
  • the sleeve 32 is then supported approximately diametrically opposite at the corner between the lower edge of the connecting slot 48 and the edge of the right-hand top wall 42 (FIG. 10).
  • the two differently contoured edges of the carrier plate 12 reach the complementary edge configurations of the two adjacent carrier plates of the previously suspended cladding elements.
  • the positive connection at both edges of the cladding elements lying at right angles to one another thus takes place simultaneously.
  • FIG. 7 illustrates a slight modification of a cladding element 10 in that the cover-side separate plate 14 is provided with four recessed embossments 50. These embossments 50 are designed such that they fit into the contour of a cavity 13 of the carrier plate 12 in a form-fitting manner. The depressions 50 stiffen the plate 14 once and serve to receive a broad head 52 of the armature 18 or 18 '.
  • a rail with a box-shaped hollow profile i.e. with a continuous top wall, can also be used.
  • the connecting slots then extend beyond the middle of the rail by half the anchor shaft diameter.
  • the carrier plate 12 can also have, for example, circular honeycombs.
  • the projections then have a circular segment contour on both corners of the carrier plate lying at the corners.
  • the mutual interlocking results only in line contact instead of the surface contacts in the case of hexagonal honeycombs.
  • the parallel sides of the hexagon that is to say the sides parallel to the edges of the sides of the cover plate, can also be longer or shorter than the other sides . This also changes the insertion angle. These parallel sides can also shrink to the value 0, so that the hexagon becomes a parallelogram or a rhombus.
  • Such quadrangular oblique honeycomb cross sections are also expressly within the scope of the invention.
  • the projections can then be triangular on both corner plate edges and their apex angle is 90 ° in the case of a square.
  • the insertion angle of the cladding element in the composite is then 45 °.
  • the two cover plates 14, 16 can be attached to the carrier plate instead of or in addition to the mechanical anchors 18 by gluing.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Finishing Walls (AREA)
  • Floor Finish (AREA)
  • Panels For Use In Building Construction (AREA)
EP93112766A 1992-08-13 1993-08-10 Elément de revêtement pour sols, plafonds et murs Expired - Lifetime EP0585663B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4226742 1992-08-13
DE4226742A DE4226742A1 (de) 1992-08-13 1992-08-13 Verkleidungselement für Böden, Decken, Wände und Fassaden

Publications (2)

Publication Number Publication Date
EP0585663A1 true EP0585663A1 (fr) 1994-03-09
EP0585663B1 EP0585663B1 (fr) 1996-01-03

Family

ID=6465429

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93112766A Expired - Lifetime EP0585663B1 (fr) 1992-08-13 1993-08-10 Elément de revêtement pour sols, plafonds et murs

Country Status (4)

Country Link
US (1) US5390468A (fr)
EP (1) EP0585663B1 (fr)
AT (1) ATE132560T1 (fr)
DE (2) DE4226742A1 (fr)

Cited By (2)

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KR100513152B1 (ko) * 2005-05-12 2005-09-08 경일산업 주식회사 건축판재 레일식 고정구 및 그를 이용한 건축판재 부착방법
CN105346150A (zh) * 2015-12-10 2016-02-24 黄立群 一种具有二次成型结构的空心板及其制作工艺

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DE59706558D1 (de) * 1997-07-28 2002-04-11 Alstom Keramische Auskleidung
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EP1288590B1 (fr) * 2001-09-03 2007-05-02 Peter Oesch Appareil de fabrication de panneaux d'isolation transparents et méthode de fabrication desdits panneaux
US20030066259A1 (en) * 2001-09-10 2003-04-10 Sudweeks Dan L. Fastener system and method for attaching manufactured brick or stone to a surface
US20040144052A1 (en) * 2003-01-17 2004-07-29 Long Douglas A. Suspended ceiling system
ITMO20030103A1 (it) * 2003-04-11 2004-10-12 System Spa Elemento ceramico per pavimenti e/o rivestimenti.
CA2619575A1 (fr) * 2005-08-17 2007-02-22 Kingspan Research And Developments Limited Systeme de revetement de plancher d'elements plancher de type sandwich dotes d'un noyau en materiau isolant
TWM290175U (en) * 2005-09-20 2006-05-01 Chian-Hung Ju Structure of the light building materials with sound absorption and insulation function
CN101336774B (zh) * 2006-07-13 2010-07-21 黄桂芳 超薄石材蜂窝板的家具、厨卫台面制造方法
CN100500053C (zh) * 2006-07-13 2009-06-17 黄桂芳 超薄石材蜂窝板的家具、厨卫台面制造方法
ITMI20061916A1 (it) * 2006-10-05 2008-04-06 Natural Stone Tech S R L Pannello sandwich di rivestimento e metodo per la sua fabbricazione
WO2009095936A1 (fr) * 2008-01-28 2009-08-06 Calvasina S.P.A. Panneau de revêtement composite
US8806838B2 (en) * 2012-08-17 2014-08-19 Daebo Housing Co., Ltd Lightweight stone insulating panel and construction method for insulating building exterior using the same
US9068347B2 (en) 2012-12-07 2015-06-30 Illinois Tool Works Inc. Curtain wall panel bracket leveling system
US8955285B2 (en) 2012-12-07 2015-02-17 Illinois Tool Works Inc. Embedment attachment system
US9663961B2 (en) 2012-12-07 2017-05-30 Illinois Tool Works Inc. Curtain wall panel installation system
US12595658B2 (en) 2013-10-25 2026-04-07 Mbrico, Llc Tile and support structure for vertical mounting tiles
US11199007B2 (en) * 2013-10-25 2021-12-14 Mbrico, Llc Tile and support structure
US10041254B2 (en) 2013-10-25 2018-08-07 Mbrico, Llc Tile and support structure
US9151063B2 (en) 2013-10-25 2015-10-06 Mbrico, Llc Tile and support structure
US11371245B2 (en) 2013-10-25 2022-06-28 Mbrico, Llc Tile and support structure
US10988931B1 (en) 2013-10-25 2021-04-27 Mbrico, Llc Tile and support structure
CN103866948B (zh) * 2014-03-26 2016-04-20 山东富达装饰工程有限公司 石材面层蜂窝地板
US11982087B2 (en) 2019-05-17 2024-05-14 Mbrico, Llc Tile and support structure
CN112177237A (zh) * 2020-11-12 2021-01-05 新化县东泰特种耐火材料有限公司 一种带饰面稳定层的节能板材
NL2027014B1 (en) * 2020-11-30 2022-07-04 Holland Composites Bv Renewable lightweight composite assembly
GB2700096A (en) * 2023-12-15 2025-09-24 Autex Industries Ltd Fixing of pet panels to allow for recycling
US20250303662A1 (en) * 2024-03-28 2025-10-02 General Electric Company Composite panels having an integrated attachment feature and methods for making the same

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CN105346150A (zh) * 2015-12-10 2016-02-24 黄立群 一种具有二次成型结构的空心板及其制作工艺

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EP0585663B1 (fr) 1996-01-03
ATE132560T1 (de) 1996-01-15
US5390468A (en) 1995-02-21
DE4226742A1 (de) 1994-02-17
DE59301312D1 (de) 1996-02-15

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