EP1681404A2 - Panneau de façade - Google Patents

Panneau de façade Download PDF

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Publication number
EP1681404A2
EP1681404A2 EP06000590A EP06000590A EP1681404A2 EP 1681404 A2 EP1681404 A2 EP 1681404A2 EP 06000590 A EP06000590 A EP 06000590A EP 06000590 A EP06000590 A EP 06000590A EP 1681404 A2 EP1681404 A2 EP 1681404A2
Authority
EP
European Patent Office
Prior art keywords
facade panel
wall
elevation
thickness
depression
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
EP06000590A
Other languages
German (de)
English (en)
Other versions
EP1681404B1 (fr
EP1681404A3 (fr
Inventor
Claus Girnghuber
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.)
Moeding Keramikfassaden GmbH
Original Assignee
Moeding Keramikfassaden GmbH
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 Moeding Keramikfassaden GmbH filed Critical Moeding Keramikfassaden GmbH
Publication of EP1681404A2 publication Critical patent/EP1681404A2/fr
Publication of EP1681404A3 publication Critical patent/EP1681404A3/fr
Application granted granted Critical
Publication of EP1681404B1 publication Critical patent/EP1681404B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04F13/0801—Separate fastening elements
    • E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
    • E04F13/0821—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements located in-between two adjacent covering elements
    • E04F13/0826—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements located in-between two adjacent covering elements engaging side grooves running along the whole length of the covering elements
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B3/00—Producing shaped articles from the material by using presses; Presses specially adapted therefor
    • B28B3/20—Producing shaped articles from the material by using presses; Presses specially adapted therefor wherein the material is extruded
    • B28B3/26—Extrusion dies
    • B28B3/269—For multi-channeled structures, e.g. honeycomb structures
    • 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
    • E04F13/142—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 ceramics or clays

Definitions

  • the invention relates to a facade panel for curtain ventilated facade structures and a manufacturing method thereof.
  • Facade panels for ventilated curtain wall systems have top and bottom rabbets that engage with panel holders.
  • DE 203 12 122 U1 describes a curtain wall construction with such facade panels.
  • the disadvantage is that the head and / or constitutionalfalze the facade panels in the case of vandalism break relatively easily because they are not dimensioned for such a shock or impact stress.
  • the wall thicknesses of the facade panel are formed substantially uniformly. As a result, a uniform flow of material is obtained during extrusion and warping of the facade panel is avoided during firing.
  • Object of the present invention is to provide a facade panel that withstands increased stresses.
  • this object is achieved with the subject matter of claim 1 and claim 17. Due to the increased thickness of the Kopffalzes and the saufalzes an increase in the strength of the facade panel is achieved against breaking of the rebate upon impact of the facade panel in the facade construction.
  • the façade panel and the entire façade construction thus become vandalism-proof. It is sufficient if only the rear Kopffalz and the rear constitutionalfalz the facade panel is reinforced, if the plate holder, which hold the facade panel in the facade construction on the substructure, only attack the rear head and constitutionalfalz.
  • the rear plate wall of the facade panel on a reinforcement in the manner of the core hole facing increase.
  • the elevations, which are preferably formed on the side facing the core hole of the rear panel wall depressions may also be formed on the rear panel wall, preferably at the rear side of the rear panel wall in the core hole height.
  • the elevation or the depression of the wall is extended in the extrusion direction with a constant cross section.
  • the elevation of the wall is only partially formed, wherein the thickness of the wall between the highest point of the survey and the facade plate rear side may be the same as the thickness of the Kopffalzes and / or the thickness of theticianfalzes. It can further be provided that the thickness of the Kopffalzes or the numerofalzes over the transverse extent, which is transverse to the extrusion direction, constant.
  • the thickness of the Kopffalzes and / or the thickness of the contemplatfalzes over the transverse extent of the Kopffalzes or motiffalzes, which extends transversely to the extrusion, is varied, may be to the end portion of the Kopffalzes and / or the end portion be formed of the yogafalzes tapered profile. It can be provided that the maximum thickness of the Kopffalzes and the provocafalzes is equal to the thickness of the wall between the highest point of the survey and the facade panel back.
  • the head rabbet and / or the foot rabbet have or have at least one protrusion.
  • the Kopffalz or constitutionalfalz for example, at the point of greatest bending stress, ie at its root, have a survey that increases its bending strength. The same applies to designs with recesses in the head and / or constitutionalfalz.
  • the elevation of the Kopffalzes and / or the elevation of the contemplatfalzes in height and / or in cross section be the same as the elevation of the wall between the core hole and the Faadenplatten Wegseite and / or the thickness of the Kopffalzes and / or the thickness of theticianfalzes between the highest point of the elevation and the outside of the Kopffalzes or the outer side of the consideringfalzes may be equal to the thickness of the wall of the core hole between the highest point of the survey and the façade panel back.
  • the wall of the core hole has at least two elevations, which each extend in the extrusion direction with a constant cross-section parallel to each other.
  • the gap formed between two elevations is designed as a kerf, along which the facade panel can be cut to length. In this way, the cutting of the facade panel can be performed with high accuracy.
  • the elevations of the wall of the core hole and / or the Kopffalzes and / or the primafalzes may be formed in cross-section, for example, convex, rectangular or trapezoidal.
  • the elevations of the wall may be arranged symmetrically relative to an axis of symmetry which extends on the wall in the region of the core hole in the extrusion direction. It can also be a survey act, which extends on the wall of the core hole centrally along the extrusion direction. Due to the symmetrical arrangement or design of the elevations, the facade panel can be cut to length by a positioned in the core hole cross-section so that a new head or constitutionalfalz is formed, which is provided with the survey according to the invention.
  • At least one elevation is arranged in the cross-sectional area of the core hole.
  • elevations can be arranged in both cross-sectional areas.
  • recesses are formed instead of the elevations on the back of the plate wall, they may preferably extend in the back of the rear panel wall.
  • the depression may preferably be formed as a concave depression, preferably with a parabolic course.
  • facade panels can be produced by cutting to length, in which the top rabbet and / or the rear foot rabbet are designed as beams with the same bending strength. So formed folds are characterized by the fact that they are uniformly stressed in all cross sections against bending. This advantageous material-saving property is retained even when the facade panel is cut to length, when the separating cut on the rear panel wall runs in the middle of the core hole.
  • the method according to the invention may be directed to the extrusion of a façade panel having at least two core holes, wherein at least each of the two core holes has at least one projection or at least in the region of one Core hole at the back of the facade panel wall a recess is arranged. It can further be provided that, when cutting to length, alternatively the cut through one of the core holes or several cuts through a plurality of core holes are carried out. In this way, the facade panel can be flexibly adapted to the structural conditions, for example, to save a window opening in the facade.
  • the extruding a facade panel according to the invention is prepared, which has at least two in the extrusion direction parallel extending elevations on the wall of at least one core hole, said facade panel is cut to length with cut guide between the two surveys.
  • said facade panel is cut to length with cut guide between the two surveys.
  • Each core hole of a façade panel may be assigned at least one elevation. However, only some or all of the core holes may also be e.g. be assigned in alternating arrangement surveys. The same applies to designs with recesses.
  • Fig. 1 shows in a sectional view of an extruded facade panel 10 according to the cited prior art.
  • the facade panel 10 is formed with a front panel wall 11 and a rear panel wall 12, which are interconnected by webs 13. Core holes 14 are formed between the webs, wherein the webs 13 and the two plate walls 11 and 12 are designed with the same wall thickness.
  • the extrusion direction is perpendicular to the cutting plane.
  • the ceramic molding compound during extrusion of the facade panel 10 can flow optimally transversely to the illustrated section plane.
  • the facade panel 10 is formed with a Kopffalz 15, a rear constitutionalfalz 16 and a front constitutionalfalz 17.
  • the front sides and the rear sides of the head fold 15 and the rear constitutionalfalzes 16 are aligned with the front or with the rear side of the rear plate wall 12.
  • the noirfalz and the Kopffalz have the same thickness as the plate walls of the facade panel.
  • the facade panels are with their head and constitutionalfalz in plate holders 18th supported.
  • the plate holders are H-shaped in cross section. They are attached to a building-side substructure. The substructure is not shown in the figures and the plate holder 18 are shown in Fig. 1 only to the extent to show the attachment of the facade panel 10.
  • the front constitutionalfalz 17 completely covers the rear constitutionalfalz 16 in the assembled facade.
  • a plate holder can be used, which overlaps only the front side of the head and constitutionalfalz and the hold on the back is achieved via a joint profile in the vertical joint area between horizontally adjacent facade panels engages and is arranged supported between the facade panel backs and the front of the substructure.
  • FIG. 2 a shows a sectional view of a first exemplary embodiment of a facade panel 20 according to the invention.
  • the facade panel 20 is formed with a front panel wall 21 and a rear panel wall 22, which are interconnected by webs 23. Core holes 24 are formed between the webs, wherein the webs 23 are each designed in the same and constant wall thickness and the two plate walls 21 and 22 in each case the same wall thickness and but the plate wall 22 has elevations 22e, which are explained in more detail below. In the area of the elevations 22e, the plate wall has thickened wall thickness.
  • the facade panel 20 is formed with a Kopffalz 25, a rear supplementfalz 26 and a front motivationfalz 27.
  • the Kopffalz 25 is formed in this first embodiment and in the remaining following embodiments as a rear Kopffalz. But it may also be a front Kopffalz, which is formed in the manner according to the invention as a reinforced Kopffalz.
  • the thickness of the Kopffalzes 25 is equal to the thickness of the plate wall 22 in the region of the elevation 22e. The same applies to the thickness ofticianfalzes 27.
  • the rear plate wall 22 is formed with the exception of the uppermost core hole in the core holes 24 with the extending in the extrusion direction survey 22e. In the first embodiment shown in FIG.
  • the elevation 22e is formed as a trapezoidal elevation symmetrically arranged in the core hole 24.
  • the rear panel wall 22 is formed with a greater wall thickness than the front panel wall 21.
  • the Kopffalz 25 and the rear constitutionalfalz 26 are formed with this greater wall thickness, so that the front sides of the two folds 25 and 26 are aligned with the highest point of the elevations 22 e.
  • the back of the Kopffalzes 25 and the back of the rear noirfalze 26 are aligned with the entire back of the facade panel in a common vertical plane.
  • the folds 25 and 26 are suitable for mounting in e.g. H-shaped plate holders 28 determined that are shown in the illustrated embodiment, only in its front portion.
  • the front constitutionalfalz 27 completely covers the rear constitutionalfalz 26 together with the plate holder 28 in the assembled facade. It forms in this way an optical screen which partially covers the Kopffalz 25 'of a downwardly adjacent facade panel 20' optically.
  • the top rabbet 25 and the rear foot rabbet 26 are Because of the provided elevations 22e can be formed when cutting the facade panel 20 such reinforced folds, ie folds that have a survey and in the area of their collection the have the same thickness as the rear plate wall 22 has in the region of its collection.
  • FIG. 2 a shows by way of example how a facade panel 20 can be cut to length by two sections, and in this way a cut-to-length facade panel 20 a can be formed, which is shown in the assembled state in FIG. 2 b.
  • the two sections necessary for this purpose are shown in FIG. 2 a, the sectional planes being illustrated by broken lines 31 and 32.
  • a executed in the extrusion direction first cut 31 cuts through the rear wall 22 of the facade panel 20 in the region of a core hole 24 a, wherein the section 31 is guided approximately in the center of the core hole 24 a through the plane of symmetry of the survey.
  • a rear alternfalz 26 a is formed from a portion of the rear panel wall 22, the free end having the same thickness as the thickness of the thickenedintensivefalzes 26 of the original facade panel.
  • a second cut 32 guided in an extrusion direction at the bottom of the core hole 24a cuts through the front plate wall 21.
  • a front foot crease 27a which is the same length as the long front, is formed from the portion of the front plate wall 21 located in the region of the core hole 24a offeredfalz 27 of the original facade panel.
  • the first cut 31 can be guided both through the rear panel wall 22 and through the front panel wall 21 and the second cut 32 is omitted.
  • the motivationfalz 27a of the cut façade plate 20a is shorter than the front constitutionalfalz 27 of the non-cut facade panel 20, so that with this front constitutionalfalz in the facade construction not the same overlap of the fold is achieved as with the facade panel with the longer front constitutionalfalz.
  • FIGS. 3 to 10 now show further exemplary embodiments of the façade panel 20 according to the invention. They differ in their design and in the arrangement of the elevations 22e as well as in the design of the top and / or the foot rabbet.
  • Figures 3 to 7 show embodiments with Kopffalzen 25 and rear constitutionalfalzen 26, which are each formed with a constant wall thickness.
  • the front sides of the folds 25 and 26 are aligned with the highest point of the elevations 22e.
  • Fig. 3 shows a second embodiment of the facade panel 20 which is formed as the facade panel shown in Fig. 2, but in which the elevations 22e are formed in cross-section as preferably symmetrical convex curves which extend over the entire height of the core hole 24.
  • the plane of symmetry is in the embodiment in Fig. 3 in the transverse center plane of the core hole.
  • the highest point of the convex curve is formed in the center of the core hole 24.
  • Such a design see Fig.
  • each beam cross-section is equally claimed by the bending stress causing bending moment.
  • the elevations 22e form parabolically to the end points rising.
  • FIG. 4 and 5 now show further embodiments of the facade panel 20, each with two elevations 22e, which are also arranged symmetrically in the height of the core hole 24 to the cross-sectional plane of the core hole.
  • the elevations 22e are formed as elevations 22e which are rectangular in cross-section.
  • the illustration in Fig. 4 is exemplary.
  • the elevations 22e may also be square or trapezoidal elevations in cross section.
  • the elevations 22e are formed as convex elevations in cross-section.
  • FIGS. 6 and 7 now show facade panels 20 with elevations 22e arranged in the cross-sectional area of the core hole 24.
  • a respective elevation 22e which is rectangular in cross-section, is arranged in the lower cross-sectional area in FIG. 6 and in the upper cross-sectional area of the core hole 24 in FIG.
  • the elevation 22e is formed as a constant thickness projection, i. as a rectangular cross-section elevation extending over a major part of the height of the core hole 24 or over the entire height of the core hole 24.
  • the cut rear constitutionalfalz 26a (see Fig. 2b) of the cut facade panel 20a is in such a case, constantly thick as that rear constitutionalfalz 26 of the non-cut facade panel 20 is formed.
  • FIGS. 8 and 9 now show facade panels 80 with elevations 22e arranged in the cross-sectional area and elevations 22ek on a top rabbet 85 or elevations 22ef on a rear foot rabbet 86.
  • the protrusions 22ek and 22ef are disposed in the cross-sectional areas of the top rabbet 85 and the rear foot rabbet 86 and formed in cross-section as an isosceles triangle.
  • each of the foot portion of the folds 85 and 86 is reinforced, so that the folds 85 and 86 are formed with greater bending strength than the folds 15 and 16 of the prior art, although they are not formed reinforced over their entire extent.
  • the two arranged in the Quer4.000eck Schemeen the core holes 24 elevations 22e are also formed in cross-section as isosceles triangles. It However, it can also be provided that the elevations 22e are formed with another limited by straight lines cross-section, for example with a rectangular or square cross-section.
  • Fig. 9 shows an eighth embodiment, which differs from the embodiment shown in Fig. 8 only by the cross-sectional shape of the projections 22e, 22ek and 22ef, which are now convex. In this way, smooth transitions between the protrusions and the inner wall of the core hole 24 and the front sides of the Kopffalzes 85 and the rear constitutionalfalzes 86 are formed, whereby notch stresses are excluded.
  • the head fold 85 is formed substantially as a beam of equal strength, i. it is formed at the top with decreasing height.
  • the rear constitutionalfalz which is formed in Fig. 9 shorter than the rear Kopffalz and thus requires correspondingly adapted plate holder with possibly different receiving width for the top and constitutionalfalz.
  • the ninth embodiment shown in Fig. 10 now shows a facade panel 100 with a Kopffalz 105 with two elevations 22ek, which are arranged spaced from each other.
  • a survey is 22ek arranged in Querburgeck Siemens GmbH the Kopffalzes 105 and the other survey in the head-side end portion of the Kopffalzes 105.
  • plate holder can be used, which requires the same widths for the top and consultingfalz.
  • facade panels according to the invention can be formed, which are distinguished by an increased bending strength of the top rabbet and / or the rear foot rabbet.
  • the facade panel may for example be designed so that they can be made particularly well in the extrusion process. It can also be provided to optimize the facade panel according to the invention in terms of their Ablnature, which is possible for example by the formation and arrangement of the elevations 22e. Thus, for example, be provided to arrange two surveys side by side at a distance such that the cutting lines are marked and specified for the lengthening of the facade panel. In this way, the facade panel according to the invention can be cut to length in a particularly precise fit.
  • the facade panel 110 has a top rabbet 115, a rear foot rebate 116, and a front foot rebate 117.
  • the facade panel 110 is further formed with a front panel wall 111 and a rear panel wall 112, which are interconnected by connecting webs 113. Core holes 114 are formed between the connecting webs 113 and the front and rear plate walls 111, 112, respectively.
  • the rear panel wall 112 is made thicker than the panel wall 12 of the prior art cited in FIG. In the area of the core holes 114, concave depressions 112v are formed in the rear plate wall 112. Furthermore, a recess 112vf is formed on the rear side of the head fold, and a recess 112vf is formed on the rear side of the rear foot fold.
  • At least one of the concave depressions 112v, 112vk and 112vf is formed with a parabolic course, so that in this way, for example, the head fold 115 and / or the rear constitutionalfalz 116 are formed as beams of equal strength or is.
  • it may be provided to also form the depression 112v with a parabolic course, so that head and foot folds having the same advantageous characteristic of optimum wall thickness can be formed during cutting.
  • sectional planes for cutting to length are shown in FIG. 11 with the reference symbols 31, 32.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Dispersion Chemistry (AREA)
  • Manufacturing & Machinery (AREA)
  • Mechanical Engineering (AREA)
  • Finishing Walls (AREA)
EP06000590.7A 2005-01-14 2006-01-12 Panneau de façade Active EP1681404B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102005002097A DE102005002097A1 (de) 2005-01-14 2005-01-14 Fassadenplatte

Publications (3)

Publication Number Publication Date
EP1681404A2 true EP1681404A2 (fr) 2006-07-19
EP1681404A3 EP1681404A3 (fr) 2008-12-17
EP1681404B1 EP1681404B1 (fr) 2014-08-13

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP06000590.7A Active EP1681404B1 (fr) 2005-01-14 2006-01-12 Panneau de façade

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US (1) US7703250B2 (fr)
EP (1) EP1681404B1 (fr)
DE (1) DE102005002097A1 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103899061A (zh) * 2014-04-11 2014-07-02 安徽惠云塑木股份有限公司 一种装饰防滑墙板
DE202017104586U1 (de) 2017-08-01 2017-08-29 C. Dankert GmbH Fassadenkonstruktion zur Minimierung von Stoßbelastungen bei Fassaden
EP3855617A1 (fr) 2020-01-27 2021-07-28 Moeding Keramikfassaden GmbH Façade en céramique pourvu de photovoltaïque
DE102020101900A1 (de) 2020-01-27 2021-07-29 Moeding Keramikfassaden Gmbh Keramikfassade mit Photovoltaik
DE102020118398A1 (de) 2020-07-13 2022-01-13 Moeding Keramikfassaden Gmbh Keramikfassade mit Photovoltaik

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US8245468B2 (en) * 2005-07-05 2012-08-21 Johnsonite Inc. Hollow wall base
JP6395257B2 (ja) * 2014-09-26 2018-09-26 株式会社竹中工務店 壁パネル取付け構造
US9896849B1 (en) * 2016-10-18 2018-02-20 Charbel Tannious Aboukhalil Flush or lap siding system

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DE1659582A1 (de) * 1967-09-13 1971-01-21 Buchtal Gmbh Verkleidungsplatte aus dichtgebranntem keramischem Material
DE4303412C1 (de) * 1993-01-15 1994-06-30 Gerhaher Max Stranggepreßte, vorzugsweise keramische Platte
FR2742178A1 (fr) * 1995-12-12 1997-06-13 Promo Brevet Borg Sarl Bloc prefabrique pour la realisation de murs antibruit et la creation d'elements de mur et de plancher d'habitation
DE19823139A1 (de) * 1998-04-01 1999-10-14 Jerzy Lech Schalldämmende Innen- oder Außenwandbekleidung
US6205731B1 (en) * 1997-09-10 2001-03-27 Franz Gerhaher Front panel positioned in front of a facing construction
EP1878847A2 (fr) * 2006-07-14 2008-01-16 Moeding Keramikfassaden GmbH Structure de mur rideau

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DE4420890A1 (de) * 1994-06-15 1996-01-04 Gerhaher Max Vorgehängte Fassadenkonstruktion
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DE19718716C2 (de) * 1997-05-02 2002-08-01 Max Gerhaher Vorgehängte Fassadenkonstruktion
DE19720016C2 (de) * 1997-05-13 1999-04-01 Gerhaher Max Vorgehängte Fassadenkonstruktion
DE10027502B4 (de) * 2000-06-02 2005-02-17 Möding Keramikfassaden GmbH Vorgehängte hinterlüftete Fassadenkonstruktion
DE20312122U1 (de) 2003-08-01 2003-12-18 Möding Keramikfassaden GmbH Vorgehängte Fassadenkonstruktion

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1524612A (en) * 1923-01-24 1925-01-27 Adolph I Anderson Building block
DE1659582A1 (de) * 1967-09-13 1971-01-21 Buchtal Gmbh Verkleidungsplatte aus dichtgebranntem keramischem Material
DE4303412C1 (de) * 1993-01-15 1994-06-30 Gerhaher Max Stranggepreßte, vorzugsweise keramische Platte
FR2742178A1 (fr) * 1995-12-12 1997-06-13 Promo Brevet Borg Sarl Bloc prefabrique pour la realisation de murs antibruit et la creation d'elements de mur et de plancher d'habitation
US6205731B1 (en) * 1997-09-10 2001-03-27 Franz Gerhaher Front panel positioned in front of a facing construction
DE19823139A1 (de) * 1998-04-01 1999-10-14 Jerzy Lech Schalldämmende Innen- oder Außenwandbekleidung
EP1878847A2 (fr) * 2006-07-14 2008-01-16 Moeding Keramikfassaden GmbH Structure de mur rideau

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103899061A (zh) * 2014-04-11 2014-07-02 安徽惠云塑木股份有限公司 一种装饰防滑墙板
DE202017104586U1 (de) 2017-08-01 2017-08-29 C. Dankert GmbH Fassadenkonstruktion zur Minimierung von Stoßbelastungen bei Fassaden
DE102018005916A1 (de) 2017-08-01 2019-02-07 C. Dankert GmbH Fassadenkonstruktion zur Minimierung von Stoßbelastungen bei Fassaden
EP3855617A1 (fr) 2020-01-27 2021-07-28 Moeding Keramikfassaden GmbH Façade en céramique pourvu de photovoltaïque
DE102020101900A1 (de) 2020-01-27 2021-07-29 Moeding Keramikfassaden Gmbh Keramikfassade mit Photovoltaik
DE102020118398A1 (de) 2020-07-13 2022-01-13 Moeding Keramikfassaden Gmbh Keramikfassade mit Photovoltaik

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DE102005002097A1 (de) 2006-07-20
US20060179759A1 (en) 2006-08-17
EP1681404B1 (fr) 2014-08-13
EP1681404A3 (fr) 2008-12-17
US7703250B2 (en) 2010-04-27

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