EP0540036A1 - Panneau de façade - Google Patents

Panneau de façade Download PDF

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Publication number
EP0540036A1
EP0540036A1 EP92118634A EP92118634A EP0540036A1 EP 0540036 A1 EP0540036 A1 EP 0540036A1 EP 92118634 A EP92118634 A EP 92118634A EP 92118634 A EP92118634 A EP 92118634A EP 0540036 A1 EP0540036 A1 EP 0540036A1
Authority
EP
European Patent Office
Prior art keywords
facade
webs
facade panel
panel
panel 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
EP92118634A
Other languages
German (de)
English (en)
Other versions
EP0540036B1 (fr
Inventor
Thomas Prof. Dr. Herzog
Max Dipl.-Ing. Gerhaher
Franz Dr. Gerhaher
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 EP0540036A1 publication Critical patent/EP0540036A1/fr
Application granted granted Critical
Publication of EP0540036B1 publication Critical patent/EP0540036B1/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
    • E04F13/0801—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
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2203/00—Specially structured or shaped covering, lining or flooring elements not otherwise provided for
    • E04F2203/04—Specially structured or shaped covering, lining or flooring elements not otherwise provided for comprising a plurality of internal elongated cavities arranged in substantially parallel rows

Definitions

  • the invention relates to a facade panel with a front and a rear panel part, which are interconnected by narrow webs. Furthermore, the invention relates to a curtain-type, rear-ventilated, in particular thermally insulated facade construction, consisting of substructure, horizontal and / or vertical profiles, facade panel holders and facade panels made from a front and a rear panel part, which are connected to one another by narrow webs.
  • a facade panel and facade construction of this type is known from DE-PS 34 01 271.
  • the substructure consists of horizontal and / or vertical profiles, preferably of wood or (for greater heights) of aluminum, but possibly also of other materials.
  • the facade panel holder are described in detail in DE-PS 34 01 271; this is expressly referred to.
  • the facade panel holders have legs for gripping around the facade panels.
  • the legs preferably form an H-profile which is at a distance from the rear leg of the facade panel holder and thus also at a distance is arranged from the foremost support profile.
  • Components for preventing relative movements of the facade panels can be provided between the substructure and the facade panels. Such components are described in DE-PS 36 27 584; this is also expressly referred to.
  • the components for preventing relative movements between the substructure and facade panels are also referred to as so-called "joint profiles". They have the shape of a curved or bevelled leaf spring, are preferably made of metal and can be fastened to the substructure. The "joint profile" presses against the facade panels from behind. As a result, the facade panels are brought into contact with the webs of the facade panel holder that are most forward, which in turn prevents the facade panels from rattling.
  • the facade panel for the facade construction which consists of a front and a rear panel part, which are connected to each other by narrow webs, is also described in detail in German patent application P 34 48 392.6 (withdrawal application for patent 34 01 271); reference is also expressly made to this patent application P 34 48 392.6.
  • the plate parts front and rear plate part
  • the facade panels are fastened to the substructure with facade panel holders.
  • the H-shaped facade panel holder grips with its upward open side the foot rebate of the overlying facade panel and with its downward open side the top rebate of the underlying facade panel.
  • the depth of engagement of the foot rebate of the facade panel in the upwardly open H-shaped holder is relatively small. This can be disadvantageous in certain circumstances and in certain applications.
  • the combination of facade panels on the one hand and panel holders on the other hand can be dimensioned so that the panel holder is only partially visible in the horizontal joint between two facade panels.
  • the combination of facade panels on the one hand and facade panel holders on the other hand can be dimensioned so that the play required for technological reasons in the middle (i.e. without utilizing tolerances) above the top rebate is smaller than the depth of engagement of the foot rebate in the upwardly open side of the panel holder.
  • the spring-loaded joint profile known from DE-PS 36 27 584 acts in such a way that it presses the facade panel forward. This prevents the facade panel from accidentally falling back into the intended starting position (holder engagement) after the upward force on the facade panel has decayed when the facade panel is unwanted.
  • the object of the invention is to allow a greater depth of engagement of the foot rebate in the upwardly open part of the plate holder in a facade panel of the type specified and in a curtain-type, rear-ventilated, in particular thermally insulated facade construction of the type specified.
  • this object is achieved by the features specified in the characterizing part of claim 1.
  • the webs, which run at right angles to the panel parts in the previously known facade panel, are then sloping from the back to the front.
  • This gives the advantage that the depth of engagement of the rebate in the upwardly open H-shaped part of the plate holder compared to the known design without any other dimensional change of the entire facade system can be significantly increased and overall more than doubled.
  • the length of the front foot rib does not have to be increased, so that there is no increased risk of breakage.
  • Another advantage is that the lower front flange of the facade panel holder is hardly or no longer visible in the joint.
  • the lowermost web is preferably designed to slope downward from the back to the front. It is possible that only this lowermost web is designed in this way.
  • all the webs are designed to slope downward from the back to the front.
  • the plate can be cut at any point, that is to say at the area of each elongated hole between two webs, in order to achieve different plate heights.
  • the bottom web slants downwards from the back to the front.
  • the webs are alternately sloping and horizontally or alternately sloping and horizontally or alternately sloping and sloping.
  • a plate cross-section designed in this way is a so-called lattice girder, in which the webs are only subjected to pressure, tension and thrust, but not to bending, which is particularly favorable from the point of view of strength.
  • a problem with the previously known facade constructions is also that the impact strength and bending tensile strength of the facade panels are relatively low, so that they can be deliberately destroyed in the area of natural access, that is to say up to about 2.50 m above the floor.
  • the lack of strength is due to the fact that the bending tensile strength in the case of a bending or impact stress between the upper and the lower plate holder (ie in the plane of the section shown in FIG. 1) is substantially lower than in the longitudinal direction of the plate.
  • the webs arranged at right angles between the front and the rear plate part are stressed by the clamping action in these plate parts on bending and thus very high.
  • FIGS. 3a to 3f The advantages associated therewith are illustrated in FIGS. 3a to 3f. They lie in the fact that this plate cross-section in terms of statics is a so-called lattice girder, in which all webs between the front and rear plate parts in the event of a shock load or bending tensile load (between the supports formed by the upper and lower plate holder) only under pressure, Train or thrust, but not loaded on bending.
  • the plate with the bars arranged in the manner of a lattice girder can be subjected to a much higher impact or bending with otherwise the same material thicknesses as a plate with a cross-section according to FIGS 1a to 1c and 2a to 2c.
  • Fig. 1b upper part
  • FIG. 2c Another advantage is shown in Fig. 2c.
  • the H-shaped part of the plate holder moves upward, as can be seen in FIG. 2c, so that the plate holder is even less visible in the horizontal joint in FIG. 2c than in the embodiments 2a and 2b.
  • the height of the holes between the webs can be the same size as the distance between the front and the back plate part.
  • the advantage of this embodiment which is shown in Fig. 3a, lies in the lower weight due to a smaller number of webs.
  • the height h1 corresponds to the distance a;
  • the height h1 is therefore the same size as the distance a.
  • the intersection points 33 of the web center axes lie in the front or rear plate parts.
  • the height h2 of the holes (elongated holes) lying between the webs is smaller than the distance between the front-side and rear-side plate part.
  • the advantage of this embodiment which is shown in FIG. 3b, lies in its particularly high flexural strength and impact resistance due to the large number of webs.
  • the height h2 of the approximately triangular perforation is slightly smaller than the clear distance a between the front and the back plate part.
  • the intersection points 34 of the web center axes lie approximately on the inner surface of the front or rear plate part.
  • the imaginary height h3 of the holes cut off in height is greater than the distance between the front-side and rear-side plate part.
  • the imaginary height h3 is greater than the distance a.
  • the intersection points 35 of the web center axes lie on or outside the outer surfaces of the facade panels.
  • the webs are of unequal strength in different directions.
  • the advantage of this embodiment which is shown in FIGS. 3e and 3f, lies in a further possible weight saving, which is brought about by the fact that the weight of the front side (shown in the drawing figures on the left)
  • the plate part preferably under pressure, can be made of webs 36 and 37 thinner than the webs 38 and 39, which are preferably under tension.
  • the permissible tensile stress of building materials is namely lower than the permissible compressive stress.
  • the thickness of the webs is less than or equal to or greater than the thickness of the front or rear plate part. Furthermore, the thickness of the front plate part and the thickness of the rear plate part can be unequal. This results in further weight advantages.
  • Corresponding embodiments are shown in FIGS. 5a and 5b.
  • the advantage of embodiment 5b is that the rear plate part, which is subjected to tension when the facade panels are subjected to bending or impact stress, is stronger in order to take into account the lower permissible tensile stress on building materials and because this ensures the strength of the head and foot folds.
  • the invention further relates to a facade panel and a curtain-type, rear-ventilated, in particular thermally insulated facade construction of the type specified at the beginning, in which one, more or all of the webs are designed to rise obliquely from the back to the front.
  • Penetrating water collects in the area of the rear plate part. There is less frost in the area of this rear plate part than in the area of the front plate part.
  • a facade panel designed in this way is therefore less at risk of frost damage. High water saturation is required for frost damage.
  • the webs are designed to rise obliquely from the back to the front, the water collects at the rear end, that is to say in the region of the rear plate part.
  • the freeze-thaw change due to sun and frost mainly occurs on the front plate front, i.e. on the front plate part. This front plate part is then less saturated with water, which reduces the risk of frost damage.
  • the above object is achieved in that the bottom slot of the facade panel is shorter than the other slots.
  • the grid dimension can be maintained here.
  • the bottom web is moved upwards, which increases the foot fold.
  • the rear foot fold can be shorter, ie "higher” in the vertical direction of the plate, than the front foot fold. A greater depth of engagement of the foot fold in the part of the plate holder which is open at the top is made possible.
  • a further advantageous development is characterized in that the upper edge of the depression of the foot fold lies on or above a grid dimension line. It is advantageous if the upper edges of all elongated holes lie on or above a grid line. As a result, all bars and holes are moved up.
  • the invention further relates to a curtain-type, rear-ventilated, in particular thermally insulated facade construction, consisting of a substructure with horizontal and / or vertical profiles, facade panel holders and facade panels.
  • this facade construction is characterized by a facade panel according to the invention.
  • the facade panel 1 'shown in FIG. 1 a of a facade construction according to the invention shows a front panel part 2 and a rear panel part 3 and the webs 4 which connect them and drop off from the back to the front.
  • the webs 7 between the front panel part 2 and the rear panel part 3 are designed to rise from the back to the front.
  • the advantages of this embodiment lie in the better adaptability of these facade panels, in particular in the cases in which the panels have to be cut to a smaller overall height (from the foot rebate to the top rebate).
  • the water collects in the lower right part of the elongated holes lying between the webs 7, that is to say in the region of the rear plate part 3. This reduces the risk of frost damage in the manner already described.
  • the facade panels have the same outer and connecting dimensions. Apart from the webs, the facade panels 1 ', 1' 'and 1' '' have the same dimensions. This ensures interchangeability with the already known, existing facade panels.
  • the upper facade panel 8 'shown in Fig. 2a has webs 9, which are formed in a known manner perpendicular to the front panel part 10 and the rear panel part 11.
  • the upper facade panel 8 ' stands with its rebate 12 in the upwardly open H-shaped part 13 of the panel holder 14'.
  • Between the top rebate 15 of the lower plate 16 'and the horizontal web of the H-profile of the plate holder 14' is usually (i.e.
  • the game 18 is approximately as large as the height 19 of the front upper flange of the H-profile of the panel holder, so that the rebate 12 of the upper facade panel 8 could just be lifted out of the holder 14 '. It was assumed that the game over the top fold of the upper plate 8 'corresponds to the game 18, so it is the same size.
  • the webs 20 of the facade panel 8 '' which - except for the webs - have the same dimensions as the facade panel 8 'of FIG. 2a, are designed to slope downward from the back to the front.
  • the height 21 of the upper outer flange 22 of the plate holder 14 ′′ (which otherwise has the same dimensions as the plate holder 14 ′ in FIG. 2a) can be made much larger, so that the plate 8 ′′ with its rebate 23 does not protrude from the up open H-shaped part 24 can be lifted when the game above the top fold of the facade panel 8 "corresponds to the game 25 above the top fold 26 of the facade panel 16".
  • the outer dimensions of the facade panels 8 'and 8''and16' and 16 '' are the same size, including the length of the front foot rib 32 'and 32'', as are the dimensions of the panel holders 14' and 14 '' - with the exception height 21 compared to height 19.
  • FIG. 2c shows a facade panel 8 '' ', the only difference to the facade panel 8' 'is that the rebate 27 is slightly smaller than the rebate 23 of FIG. 2b.
  • the height 28 of the flange 29 is correspondingly lower (compared to 21 and 22 in FIG. 2b). Butt 27, height 28 and flange 29 are larger than the corresponding parts 12, 19 and 20 in Fig. 2a, so that the embodiment of Fig. 2c compared to the embodiment of Fig. 2a increased security against unwanted or unwanted lifting of the plates the holder offers, but nevertheless the part 31 'of the holder 14' in FIG. 2a visible in the horizontal joint 30 'in the joint 30' '' on the visible part 31 '' 'of the plate holder 14' '' in FIG. 2c downsized.
  • 3a to 3f show plate cross sections in the form of lattice girders.
  • the intersection points of the central web axes 33, 34, 35 lie within the clear distance a of the front and rear plate parts, in this plate parts or outside of them.
  • the webs 36, 37 that are under pressure are weaker than the webs 38, 39 that are under tension.
  • FIG. 6a and 6b show cross sections of a further embodiment of the invention.
  • the rear foot fold 40 of the facade panel shown in FIG. 6a is shorter than the associated front foot fold 40 '.
  • the lower end surface of the rear foot fold 40 is therefore higher than the lower end surface of the front foot fold 40 '.
  • a particularly simple way of making the foot rebate 40 higher in this way is to design the bottom elongated hole 41 to be lower, in the (vertical) plate direction, while maintaining the grid dimension a, that is to say shorter than the other elongated holes 43.
  • FIG. 6b shows a modification of the embodiment according to FIG. 6a.
  • the difference is that in the solution according to FIG. 6b, all webs and holes have been moved upwards, so that the upper edges 46 '' of the elongated holes (and also the upper edge 46 'of the depression of the lower foot fold) each have a grid dimension -Line 47 '.
  • This has the further advantage that all elongated holes are the same size, that is no exception has to be made, even at the bottom slot.
  • the advantage lies in the more consequent retention of the grid dimension on all webs. This is advantageous in the case of fine adjustment of dimensions when installing the facade panels.
  • the webs are not oblique, but horizontal, that is to say at right angles to the front and rear panel parts.
  • the grid dimension line of the lowermost web 42 is aligned with the upper edge 46 'of the depression of the foot fold.
  • the arrangement could also be such that the grid line of the lowermost web 42 extends below the upper edge 46 'of the depression of the foot fold.
  • the arrangement could also be such that the grid line of the lowermost web 42 runs slightly above the upper edge 46 'of the depression of the foot fold, as long as it is ensured that the grid line of the lowermost web 42 lies below the center of this lowermost web 42 (In the case of the known plate, the grid dimension line of the lowermost web 42 runs in the middle of this lowermost web 42).
  • a further advantage of the embodiment according to FIG. 6b compared to that according to FIG. 6a is that in the embodiment according to FIG. 6b the arrangement of an additional half opening 48 (FIG. 6a) at the upper end of the plate can be dispensed with without the material accumulation of the partial cross-section 49 at the upper end of the plate becomes too large.
  • the advantage of the larger partial cross-section 49 according to FIG. 6b compared to the very narrow cross-section 50 of FIG. 6a is that the ceramic plastic strand in the mouthpiece outlet has the desired increased propulsion at the edge, since with the larger flow cross-section at the same time, smaller braking outer surfaces are combined. The drying behavior of such plates (according to FIG.
  • FIGS. 6a and 6b In order to make the rear foot fold longer, the solutions shown in FIGS. 6a and 6b can be selected.
  • the solution shown in FIG. 6a consists in moving only the bottom web 42 somewhat higher, but leaving the other webs 45 unchanged. According to FIG. 6a, the bottom web 42 is shifted upwards until the bottom edge of this web 42 is aligned with the associated grid line 44. As already stated, the lower edge of the lowermost web 42 could also be displaced more or less upwards. Accordingly, the bottom one Elongated hole 41 shorter.
  • the other way to make the rear foot fold longer is to move all the elongated holes upwards, as shown in FIG. 6b.
  • the elongated holes are moved so far up that the upper edges of these elongated holes are aligned with the associated grid line for all elongated holes.
  • the elongated holes could also be displaced more or less upwards.
  • the grid dimension lines 44, 47 ' are always related to the center of the horizontal joint, specifically to the center of the upper and lower horizontal joints between two facade panels lying one above the other. It follows that the division is an integer.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Packaging Of Annular Or Rod-Shaped Articles, Wearing Apparel, Cassettes, Or The Like (AREA)
  • Mirrors, Picture Frames, Photograph Stands, And Related Fastening Devices (AREA)
  • Road Signs Or Road Markings (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Cartons (AREA)
  • Panels For Use In Building Construction (AREA)
  • Aerials With Secondary Devices (AREA)
  • Particle Formation And Scattering Control In Inkjet Printers (AREA)
  • Load-Bearing And Curtain Walls (AREA)
EP92118634A 1991-10-31 1992-10-30 Panneau de façade Expired - Lifetime EP0540036B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4135982 1991-10-31
DE4135982 1991-10-31

Publications (2)

Publication Number Publication Date
EP0540036A1 true EP0540036A1 (fr) 1993-05-05
EP0540036B1 EP0540036B1 (fr) 1998-06-10

Family

ID=6443877

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92118634A Expired - Lifetime EP0540036B1 (fr) 1991-10-31 1992-10-30 Panneau de façade

Country Status (4)

Country Link
EP (1) EP0540036B1 (fr)
AT (1) ATE167252T1 (fr)
DE (2) DE9214787U1 (fr)
DK (1) DK0540036T3 (fr)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2722816A1 (fr) * 1994-07-20 1996-01-26 Lauragais Tuileries Briq Systeme d'habillage d'une paroi verticale, compose de dalles de parement formant l'habillage de cette paroi, et de lisses de fixation desdites dalles de parement
EP0702118A1 (fr) * 1994-06-15 1996-03-20 Max Dipl.-Ing. Gerhaher Construction de mur-rideau
EP0712975A1 (fr) 1994-11-16 1996-05-22 SCIERIE PIVETEAU société anonyme dite Dispositif d'assemblage et de fixation de parement
EP1160392A3 (fr) * 2000-06-02 2001-12-19 Max Dipl.-Ing. Gerhaher Panneau de façade extrudé
GB2403229A (en) * 2003-06-25 2004-12-29 Shackerley Cladding system
FR2938859A1 (fr) * 2008-11-21 2010-05-28 Jean Marie Gotti Element de bardage et toiture
WO2010128375A3 (fr) * 2009-05-06 2011-11-24 Sunerg Solar S.R.L. Joint profilé pour raccorder des panneaux solaires
FR3134831A1 (fr) * 2022-04-25 2023-10-27 Terreal Revêtement de façade comportant un dispositif de fixation

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4325873C2 (de) * 1993-08-02 1995-11-16 Gerhaher Max Stranggepreßte Fassadenplatte
DE19756718B4 (de) * 1997-12-19 2004-03-25 Eads Deutschland Gmbh Fassadenplatte und Fassade für eine Gebäudewand

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB542085A (en) * 1940-06-22 1941-12-24 George Fejer Improvements in and relating to transparent or translucent screens made from plastics
FR2115326A1 (fr) * 1970-11-20 1972-07-07 Asahi Chemical Ind
GB1592363A (en) * 1978-01-13 1981-07-08 Tarmac Ltd Manufacture of constructional elements
EP0054856A1 (fr) * 1980-12-23 1982-06-30 Bayer Ag Doubles plaques à entretoises
FR2553454A1 (fr) * 1983-10-14 1985-04-19 Rocamat Sa Dispositif de revetement pour murs, sols, meubles et applications analogues
DE3401271A1 (de) * 1984-01-16 1985-07-25 Herzog, Thomas, Prof. Dr., 8000 München Vorgehaengte fassadenkonstruktion
FR2626525A1 (fr) * 1988-02-01 1989-08-04 Polyfont Sa Panneau composite

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB542085A (en) * 1940-06-22 1941-12-24 George Fejer Improvements in and relating to transparent or translucent screens made from plastics
FR2115326A1 (fr) * 1970-11-20 1972-07-07 Asahi Chemical Ind
GB1592363A (en) * 1978-01-13 1981-07-08 Tarmac Ltd Manufacture of constructional elements
EP0054856A1 (fr) * 1980-12-23 1982-06-30 Bayer Ag Doubles plaques à entretoises
FR2553454A1 (fr) * 1983-10-14 1985-04-19 Rocamat Sa Dispositif de revetement pour murs, sols, meubles et applications analogues
DE3401271A1 (de) * 1984-01-16 1985-07-25 Herzog, Thomas, Prof. Dr., 8000 München Vorgehaengte fassadenkonstruktion
FR2626525A1 (fr) * 1988-02-01 1989-08-04 Polyfont Sa Panneau composite

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0702118A1 (fr) * 1994-06-15 1996-03-20 Max Dipl.-Ing. Gerhaher Construction de mur-rideau
FR2722816A1 (fr) * 1994-07-20 1996-01-26 Lauragais Tuileries Briq Systeme d'habillage d'une paroi verticale, compose de dalles de parement formant l'habillage de cette paroi, et de lisses de fixation desdites dalles de parement
EP0712975A1 (fr) 1994-11-16 1996-05-22 SCIERIE PIVETEAU société anonyme dite Dispositif d'assemblage et de fixation de parement
EP1160392A3 (fr) * 2000-06-02 2001-12-19 Max Dipl.-Ing. Gerhaher Panneau de façade extrudé
GB2403229A (en) * 2003-06-25 2004-12-29 Shackerley Cladding system
GB2403229B (en) * 2003-06-25 2007-02-28 Shackerley Sureclad
FR2938859A1 (fr) * 2008-11-21 2010-05-28 Jean Marie Gotti Element de bardage et toiture
WO2010128375A3 (fr) * 2009-05-06 2011-11-24 Sunerg Solar S.R.L. Joint profilé pour raccorder des panneaux solaires
FR3134831A1 (fr) * 2022-04-25 2023-10-27 Terreal Revêtement de façade comportant un dispositif de fixation
EP4269717A1 (fr) * 2022-04-25 2023-11-01 Terreal Revetement de façade comportant un dispositif de fixation

Also Published As

Publication number Publication date
DE59209370D1 (de) 1998-07-16
ATE167252T1 (de) 1998-06-15
EP0540036B1 (fr) 1998-06-10
DE9214787U1 (de) 1993-03-04
DK0540036T3 (da) 1999-03-29

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