EP1160392A2 - Extruded cladding panel - Google Patents
Extruded cladding panel Download PDFInfo
- Publication number
- EP1160392A2 EP1160392A2 EP01113092A EP01113092A EP1160392A2 EP 1160392 A2 EP1160392 A2 EP 1160392A2 EP 01113092 A EP01113092 A EP 01113092A EP 01113092 A EP01113092 A EP 01113092A EP 1160392 A2 EP1160392 A2 EP 1160392A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- facade
- height
- panel
- shell
- rebate
- 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
Links
Images
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
- E04F13/142—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
-
- 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
Definitions
- the invention relates to an extruded, preferably ceramic, facade panel according to the preamble of claim 1 for the curtain, ventilated Installation on a substructure.
- the object of the invention is therefore an extruded facade panel and a Describe processes for their manufacture, their folds across their holes are arranged, the architectural technical and building physics Satisfies requirements, but can be manufactured more cost-effectively and more accurately.
- this object is achieved by the characterizing part of claim 1.
- the advantage of this embodiment is that the height of the back plate shell formed top fold is less than the height of the Facade visible from the front of the facade.
- a top fold of such a small height can by using a double saw blade. That from the facade panel seen outer saw blade has a depth of engagement that is greater than that Plate thickness is; the inner saw blade only extends to about half the panel thickness or up to the inner surface of the rear plate shell. This leaves a top fold stand at a height that corresponds to the thickness of the inner saw blade.
- the base of the facade panel is cut by another saw blade at the same time, whose depth of engagement is greater than the plate thickness.
- Fig. 1 The state in the manufacturing process is shown in Fig. 1.
- the top side is the lying Plate in the assembled state according to Fig 2 arranged on the front of the facade.
- the facade panel has a rebate of low height, which is formed by the front plate shell.
- the advantage of this embodiment is that the facade with a special lower horizontal joint visible from the front can.
- the top and bottom folds formed by the rear plate shell In another embodiment of the invention according to FIG. 5, the top and bottom folds formed by the rear plate shell.
- the advantage of this is that the width of the Visible horizontal joints can be formed from the front, which is actually open joint gap but can be kept tight.
- the design of the facade panels according to the invention is particularly advantageous in that the height of the joint visible from the front is relatively small in relation to the thickness of the front plate shell; at least smaller than double Front plate shell thickness. This gives an insight into the elongated holes the facade panels hindered.
- the strength of the front Plate shell relatively small in relation to the depth of the elongated holes; at least less than one and a half times the depth of the elongated holes. This will make your own weight saved.
- head and foot fold become slightly sloping towards the front of the panel cuts inclined towards it.
- the height of the bevel cut formed head or foot fold smaller than the height of the front of the facade visible horizontal joint.
- Facade panel 1 cuts on the right side, the head end of the panel, the large circular saw blade 2 from the unnecessary waste 3, while the one arranged inside smaller circular saw blade 4 only partially engages in the plate, so that a lower head fold 5 remains.
- On the left side cuts something a little stronger Circular saw blade 6 the waste 7 on the foot side.
- the saw blades 2 and 4 and the saw blade 6 exert approximately the same cutting forces on the facade panel 1, so that no displacement occurs during the cut and thereby both the cut edges 8 and 9 on the top 10 of the facade panel 1 as the top fold 5 can also be produced with high precision.
- the height 17 is less than the height of the joint 19.
- the plate holder 20 engage with their lower flanges 21 from above into the longitudinal holes 15 between the webs 14 and support the facade panel with the rear lower flanges 22 from the back.
- the flanges 23 engage from below in the Longitudinal holes in the plate arranged above. That on the front of the facade 18 draining facade water can partly in the horizontal joints penetrate the height 19, but is immediately derived through the longitudinal holes 15 below. This drainage ensures such good water flow that the top fold 16 with its low height 17 is completely sufficient.
- Through the over joint height 24 remaining as the top fold (as the difference between the joint height 19 after deduction of the head rebate height 17) is sufficient ventilation curtain wall construction guaranteed.
- the front plate shell 26 forms one administratfalz 27 whose height 25 is less than the height 28 of the rear 29 visible joint.
- This arrangement results in a particularly low one Horizontal joint visible from the front.
- the manufacturing advantages described above they are the same.
- the visual insight into the depth of the facade joint is still less; however, the water flow is somewhat due to the absence of the top fold worse than that of the embodiment according to FIG. 2.
- head and foot folds 30 and 31 are through the front plate shell 32 and 33 formed, so that there is a very narrow joint on the front of the facade.
- Fig. 7 it is shown that even a slight bevel cut a lower top fold 48 and / or a lower foot fold 50 can be formed, the height of which is smaller is the height 51 of the visible joint 53.
Abstract
Description
Die Erfindung bezieht sich auf eine stranggepreßte, vorzugsweise keramische, Fassadenplatte nach dem Oberbegriff des Anspruchs 1 für die vorgehängte, hinterlüftete Montage auf einer Unterkonstruktion.The invention relates to an extruded, preferably ceramic, facade panel according to the preamble of claim 1 for the curtain, ventilated Installation on a substructure.
Durch die DE 43 25 873 sind stranggepreßte keramische Fassadenplatten im Hochformat bekannt, welche durch eine vordere und eine hintere Plattenschale gebildet werden, die durch vertikal verlaufende Stege miteinander verbunden sind und mit Langlöchern versehen sind, die zwischen den Stegen angeordnet sind. Am kopfseitigen Rand dieser Fassadenplatten bildet die überstehende hintere Plattenschale einen Kopffalz, der höher ist, als die Höhe der von der Vorderseite her sichtbaren Horizontalfuge, die von zwei übereinander angeordneten Fassadenplatten gebildet wird. Am fußseitigen Rand der Fassadenplatten bildet die überstehende vordere Plattenschale einen Fußfalz, der höher ist, als die Höhe der von der Rückseite der Fassade her sichtbaren Horizontalfuge zwischen übereinander angeordneten Fassadenplatten. Durch die sich gegenseitig hintergreifenden Kopf- und Fußfalze wirkt die Fassade von der Außenseite (und auch von der Innenseite) her gesehen optisch geschlossen. Außerdem ergibt sich eine optimale Wasserführung des an der Vorderseite der Fassade ablaufende Fassadenwassers und die Möglichkeit, die Plattenhalter weitgehend verdeckt anzubringen. Der Nachteil dieser Konstruktion liegt darin, daß die Kopf- und Fußfalze quer zur Strangpreßrichtung verlaufen, so daß diese nicht im Strangpreßverfahren gleich mitgepreßt werden können. Es bleibt daher nur die Möglichkeit, die Kopf- und Fußfalze im plastischen, getrockneten oder gebrannten Zustand an den Fassadenplatten anzubringen. Bei der Herstellung der Kopf- und Fußfalze im plastischen Zustand ergeben sich durch die unvermeidbaren keramischen Schwindungsdifferenzen sehr grobe, nicht akzeptable Toleranzen an der gebrannten Fassadenplatte. Bei der Herstellung im getrockneten Zustand z.B. durch Fräsen kommt es zu untragbar starken Kantenausbrüchen. Im gebrannten Zustand gibt es die Möglichkeit des Fräsens, die wegen des großen Zerspannungsvolumens zu teuer ist. Eine weitere Möglichkeit ist die Herstellung der Kopf- und Fußfalze durch mehrere Schnitte mit Kreissägen. Mit dem ersten Schnitt an jedem Plattenende wird die Platte auf Länge geschnitten; diese Schnitte sind unkompliziert und können mit hoher Präzision gleichzeitig an den gegenüberliegenden Plattenenden erfolgen. Üblicherweise werden dabei die Fassadenplatten quer liegend unter den beiden seitlich angeordneten Kreissägen durchgeschoben. Danach erfolgt in einem weiteren Arbeitsgang je ein Schnitt von beiden Seiten im rechten Winkel zum ersten Schnitt - also in Lochrichtung. Diese Schnitte erfolgen in der liegenden Platte durch zwei zu beiden Seiten angeordnete Sägeblätter mit einer Einschnitttiefe, die der Höhe des Kopf- bzw. des Fußfalzes entspricht. Auch diese Einschnitte können gleichzeitig mit hoher Präzision hergestellt werden. Der jeweils dritte Schnitt an jedem Ende der Fassadenplatte muß aber aus verschiedenen Richtungen kommen, am Kopfende von der Plattenvorderseite her und am Fußende von der Plattenrückseite her. Durch den gegenläufigen Angriff der Sägen ergibt sich ein Kräftepaar, welches ein Drehmoment auf die liegenden Platten ausübt, so daß es sehr schwierig ist, die Platten in der erforderlichen Präzision auf der Fördervorrichtung zu fixieren. Die Folge davon ist eine hohe Ausschußquote durch Überschreitung der zulässigen engen Maßtoleranzen. DE 43 25 873 extruded ceramic facade panels in Portrait format known, which is formed by a front and a rear plate shell are connected to each other by vertically extending webs and are provided with elongated holes which are arranged between the webs. At the the top edge of these facade panels forms the protruding rear panel shell a head fold that is higher than the height visible from the front Horizontal joint made by two facade panels arranged one above the other is formed. The protruding part forms on the foot-side edge of the facade panels front plate shell a rebate that is higher than the height of that from the back the horizontal joint visible on the facade between one above the other Facade panels. Through the mutually interlocking headers and The facade appears to be rebated from the outside (and also from the inside) seen optically closed. In addition, there is an optimal water flow of the facade water running off the front of the facade and the possibility of to attach the plate holder largely concealed. The disadvantage of this Construction is that the top and bottom folds are transverse to the extrusion direction run so that they are not pressed at the same time in the extrusion process can. There is therefore only the possibility of the head and foot folds in the plastic, apply dried or fired condition to the facade panels. At the production of the head and foot folds in the plastic state result from the inevitable ceramic shrinkage differences very rough, unacceptable Tolerances on the fired facade panel. When manufacturing in the dried Condition e.g. Milling leads to unbearably strong edge chipping. In the fired state there is the possibility of milling, because of of the large machining volume is too expensive. Another option is Production of the top and bottom folds by several cuts with circular saws. With the first cut at each end of the plate cuts the plate to length; these cuts are straightforward and can be done with high precision at the same time the opposite plate ends. Usually the Facade panels lying transversely under the two circular saws arranged on the side pushed through. After that, a cut of both sides at right angles to the first cut - i.e. in the direction of the hole. This Cuts are made in the lying plate by two arranged on both sides Saw blades with an incision depth equal to the height of the head or foot fold corresponds. These incisions can also be made with high precision at the same time become. The third cut at each end of the facade panel must be made but coming from different directions, at the head end from the front of the plate forth and at the foot end from the back of the plate. By the opposite Attack of the saws results in a pair of forces which apply a torque to the lying Exercises plates so that it is very difficult to insert the plates in the required Fixing precision on the conveyor. The consequence of this is a high one Reject rate by exceeding the permissible narrow dimensional tolerances.
Letztendlich kann dies nur durch eine außerordentlich präzise und stabile Fixierung der Platten auf der Maschine unterbunden werden oder durch zwei zusätzliche einzelne Arbeitsgänge (Schnitte) unter unter sonst gleichen Bedingungen. Die Herstellungskosten von Kopf- und Fußfalzen quer zur Strangpreßrichtung durch jeweils drei Schnitte an den gebrannten Platten werden durch diese Komplikationen der asymmetrischen Krafteinwirkung noch zusätzlich erheblich erhöht, so daß die Hochformat-Version der stranggepreßten Fassaden mit vertikaler Lochanordnung dadurch wesentlich unwirtschaftlicher wird als die Querformat-Version mit horizontalen Löchern und den im gleichen Arbeitsgang angepreßten Kopf- und Fußfalzen.Ultimately, this can only be achieved through extremely precise and stable fixation of the plates can be prevented on the machine or by two additional individual ones Operations (cuts) under otherwise the same conditions. The manufacturing cost of top and bottom folds across to the direction of extrusion through each Three cuts to the burned plates are caused by these complications asymmetric force is also increased considerably, so that the Portrait format version of the extruded facades with vertical hole arrangement this makes it much more uneconomical than the landscape version with horizontal ones Holes and the head and foot folds pressed in the same operation.
Aufgabe der Erfindung ist es deshalb, eine stranggepreßte Fassadenplatte und ein Verfahren zu deren Herstellung zu beschreiben, deren Falze quer zu deren Löchern angeordnet sind, die den architektonischen technischen und bauphysikalischen Ansprüchen genügt, aber kostengünstiger und maßgenauer herstellbar ist.The object of the invention is therefore an extruded facade panel and a Describe processes for their manufacture, their folds across their holes are arranged, the architectural technical and building physics Satisfies requirements, but can be manufactured more cost-effectively and more accurately.
Erfindungsgemäß wird diese Aufgabe durch die Kennzeichen des Anspruchs 1 gelöst. Der Vorteil dieser Ausführungsform besteht darin, daß die Höhe der durch die rückseitige Plattenschale gebildete Kopffalz geringer ist, als die Höhe der von der Fassadenvorderseite her sichtbaren Fuge. Ein Kopffalz von so geringer Höhe kann durch die Anwednung eines doppelten Sägeblattes erfolgen. Das von der Fassadenplatte her gesehen äußere Sägeblatt hat eine Eingrifftiefe, die größer als die Plattenstärke ist; das innere Sägeblatt reicht nur etwa bis zur Hälfte der Plattenstärke bzw. bis zur Innenfläche der hinteren Plattenschale. Dadurch bleibt ein Kopffalz von der Höhe stehen, welcher der Stärke des inneren Sägeblattes entspricht. Das Fußende der Fassadenplatte wird gleichzeitig durch ein weiteres Sägeblatt zugeschnitten, dessen Eingrifftiefe größer als die Plattenstärke ist. Durch den gleichzeitigen Eingriff beider Sägen ergibt sich nahezu ein Gleichgewicht der auf der Fassadenplatten angreifenden Schnittkräfte, so daß an beiden Enden ein präziser Schnitt erzielt wird. Das Gleichgewicht der Schnittkräfte kann auch noch durch den Einsatz eines verstärkten Sägeblattes am Fußende der Platte erhöht werden. Der Zustand im Herstellungsprozeß ist in Fig 1 dargestellt. Dabei ist die obere Seite der liegenden Platte im montierten Zustand nach Fig 2 auf der Vorderseite der Fassade angeordnet.According to the invention, this object is achieved by the characterizing part of claim 1. The advantage of this embodiment is that the height of the back plate shell formed top fold is less than the height of the Facade visible from the front of the facade. A top fold of such a small height can by using a double saw blade. That from the facade panel seen outer saw blade has a depth of engagement that is greater than that Plate thickness is; the inner saw blade only extends to about half the panel thickness or up to the inner surface of the rear plate shell. This leaves a top fold stand at a height that corresponds to the thickness of the inner saw blade. The The base of the facade panel is cut by another saw blade at the same time, whose depth of engagement is greater than the plate thickness. Through the simultaneous Engagement of both saws results in almost a balance of those on the facade panels attacking cutting forces, so that a precise cut at both ends is achieved. The balance of the cutting forces can also be achieved through the use a reinforced saw blade at the foot end of the plate. The state in the manufacturing process is shown in Fig. 1. The top side is the lying Plate in the assembled state according to Fig 2 arranged on the front of the facade.
Bei einer anderen bevorzugten Ausführungsform nach Fig 3 hat die Fassadenplatte einen Fußfalz von geringer Höhe, der durch die vordere Plattenschale gebildet wird. Der Vorteil dieser Ausführungsform liegt darin, daß die Fassade mit einem besonders niederen von der Vorderseite her sichtbaren Horizontalfuge montiert werden kann.In another preferred embodiment according to FIG. 3, the facade panel has a rebate of low height, which is formed by the front plate shell. The advantage of this embodiment is that the facade with a special lower horizontal joint visible from the front can.
In einer weiteren Ausgestaltung der Erfindung nach Fig 4 sind die Fassadenplatten mit Kopf- und Fußfalz (30, 31) an der vorderen Plattenschale (32, 33) ausgebildet. Dies hat den Vorteil, daß der Fußfalz als Tropffalz ausgebildet ist und dadurch die Weiterleitung des Wassers durch Adhäsion an der Unterkante zur Rückseite der Fassade vermieden wird. Gleichzeitig ist die Ausbildung von sehr engen vorderseitigen Fugen möglich, falls dies aus architektonischen Gründen erwünscht ist.In a further embodiment of the invention according to FIG. 4, the facade panels with top and bottom folds (30, 31) on the front plate shell (32, 33). This has the advantage that the foot fold is designed as a drip fold and thus the Forwarding of the water by adhesion on the lower edge to the back of the Facade is avoided. At the same time, the formation of very narrow front Joints possible if this is desired for architectural reasons.
Bei einer anderen Ausgestaltung der Erfindung nach Fig 5 werden Kopf- und Fußfalz durch die hintere Plattenschale gebildet. Das hat den Vorteil, daß breite von der Vorderseite her sichtbare Horizontalfugen ausgebildet werden können, der tatsächlich offene Fugenspalt aber eng gehalten werden kann.In another embodiment of the invention according to FIG. 5, the top and bottom folds formed by the rear plate shell. The advantage of this is that the width of the Visible horizontal joints can be formed from the front, which is actually open joint gap but can be kept tight.
Besonders vorteilhaft ist die Ausgestaltung der erfindungsgemäßen Fassadenplatten dadurch, daß die Höhe der von der Vorderseite sichtbaren Fuge relativ klein ist im Verhältnis zur Stärke der vorderen Plattenschale; zumindest kleiner als die doppelte Stärke der vorderen Plattenschale. Dadurch wird der Einblick in die Langlöcher der Fassadenplatten behindert.The design of the facade panels according to the invention is particularly advantageous in that the height of the joint visible from the front is relatively small in relation to the thickness of the front plate shell; at least smaller than double Front plate shell thickness. This gives an insight into the elongated holes the facade panels hindered.
Außerdem ist bei einer weiteren vorteilhaften Ausgestaltung die Stärke der vorderen Plattenschale relativ klein im Verhältnis zur Tiefe der Langlöcher; zumindest kleiner als die eineinhalbfache Tiefe der Langlöcher. Dadurch wird Eigengewicht gespart. In addition, in a further advantageous embodiment, the strength of the front Plate shell relatively small in relation to the depth of the elongated holes; at least less than one and a half times the depth of the elongated holes. This will make your own weight saved.
Bei einer weiteren vorteilhaften Ausführungsvariante der erfindungsgemäßen Fassadenplatte werden Kopf- und Fußfalz durch geringfügig schräge zur Plattenvorderseite hin geneigt Schnitte gebildet. Dabei ist die Höhe des durch den Schrägschnitt gebildeten Kopf- bzw. Fußfalzes kleiner als die Höhe der von der Fassadenvorderseite her sichtbaren Horizontalfuge. Der Vorteil dieser Ausführungsform liegt darin, daß kein doppeltes Sägeblatt benötigt wird.In a further advantageous embodiment variant of the facade panel according to the invention head and foot fold become slightly sloping towards the front of the panel cuts inclined towards it. The height of the bevel cut formed head or foot fold smaller than the height of the front of the facade visible horizontal joint. The advantage of this embodiment is in that no double saw blade is required.
Die Erfindung ist in der nachstehenden Beschreibung anhand von Zeichnungen
beispielhaft erläutert. Es zeigt:
In dem in Fig 1 dargestellten Vertikalschnitt durch die beim Herstellungsprozeß liegende
Fassadenplatte 1 schneidet auf der rechten Seite, dem Kopfende der Platte,
das große Kreissägeblatt 2 den überflüssigen Abfall 3 ab, während das innen angeordnete
kleinere Kreissägeblatt 4 nur teilweise in die Platte eingreift, so daß ein
niederer Kopffalz 5 stehen bleibt. Auf der linken Seite schneidet ein etwas stärkeres
Kreissägeblatt 6 den fußseitigen Abfall 7 ab. Die Sägeblätter 2 und 4 und das Sägeblatt
6 üben annähernd gleich hohe Schnittkräfte auf die Fassadenplatte 1 aus,
so daß keine Verlagerung derselben während des Schnittes eintritt und dadurch
sowohl die Schnittkanten 8 und 9 an der Oberseite 10 der Fassadenplatte 1 als
auch der Kopffalz 5 mit hoher Präzision herstellbar sind.In the vertical section shown in Fig. 1 through the lying in the manufacturing process
Facade panel 1 cuts on the right side, the head end of the panel,
the large circular saw blade 2 from the unnecessary waste 3, while the one arranged inside
smaller
In dem in Fig 2 dargestellten Vertikalschnitt durch drei Fassadenplatten wird am
kopfseitigen Ende durch die überstehende hintere Plattenschale 13 der Kopffalz 16
gebildet, dessen Höhe 17 geringer ist, als die Höhe der Fuge 19. Die Plattenhalter
20 greifen mit ihren unteren Flanschen 21 von oben in die Längslöcher 15 zwischen
den Stegen 14 ein und stützen mit den hinteren unteren Flanschen 22 die Fassadenplatte
von der Rückseite her ab. Die Flansche 23 greifen von unter her in die
Längslöcher der darüber angeordneten Platte ein. Das an der Fassadenvorderseite
18 abfließende Fassadenwasser kann zwar zum Teil in die horizontalen Fugen mit
der Höhe 19 eindringen, wird aber sofort durch die Längslöcher 15 nach unter abgeleitet.
Durch diese Drainage ist eine so gute Wasserführung gewährleistet, daß
der Kopffalz 16 mit seiner geringen Höhe 17 völlig ausreichend ist. Durch die über
dem Kopffalz verbleibende Fugenhöhe 24 (als Differenz zwischen der Fugenhöhe
19 nach Abzug der Kopffalzhöhe 17) ist eine ausreichende Be- und Entlüftung der
vorgehängten Fassadenkonstruktion gewährleistet.In the vertical section shown in Fig. 2 through three facade panels on
head end through the protruding
In dem in Fig 3 dargestellten Vertikalschnitt bildet die vordere Plattenschale 26 einen
Fußfalz 27 dessen Höhe 25 kleiner ist, als die Höhe 28 der von der Rückseite
29 her sichtbaren Fuge. Durch diese Anordnung ergibt sich eine besonders niedere
von vorne sichtbare Horizontalfuge. Die oben beschriebenen Vorteile der Herstellung
sind die gleichen. Der optische Einblick in die Tiefe der Fassadenfuge ist noch
geringer; die Wasserführung ist allerdings wegen des Fehlen des Kopffalzes etwas
schlechter als die von der Ausführung nach Fig 2.In the vertical section shown in FIG. 3, the
In Fig 4 werden Kopf- und Fußfalz 30 und 31 durch die vordere Plattenschale 32
und 33 gebildet, so daß sich eine sehr enge Fuge auf der Fassadenvorderseite ergibt. In Figure 4, head and foot folds 30 and 31 are through the
In Fig 5 werden Kopf- und Fußfalz 34 und 35 durch die hintere Plattenschale 36, 37
gebildet; das ermöglicht die Ausbildung einer an der Fassadenvorderseite sehr
breite Fuge.In Fig. 5, head and foot folds 34 and 35 are through the
In Fig 6 ist dargestellt, daß die Fugenhöhe 38 kleiner ist als die doppelte Stärke 41
der vorderen Plattenschale 42 und daß diese kleiner ist als die eineinhalbfache
Lochtiefe 45.6 shows that the
In Fig 7 ist dargestellt, daß auch durch leichten Schrägschnitt ein niederer Kopffalz
48 und/oder ein niederer Fußfalz 50 ausgebildet werden kann, deren Höhe kleiner
ist als die Höhe 51 der sichtbaren Fuge 53.In Fig. 7 it is shown that even a slight bevel cut a lower
Claims (10)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10027502 | 2000-06-02 | ||
DE10027502A DE10027502B4 (en) | 2000-06-02 | 2000-06-02 | Curtain ventilated facade construction |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1160392A2 true EP1160392A2 (en) | 2001-12-05 |
EP1160392A3 EP1160392A3 (en) | 2001-12-19 |
EP1160392B1 EP1160392B1 (en) | 2006-11-08 |
Family
ID=7644544
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01113092A Expired - Lifetime EP1160392B1 (en) | 2000-06-02 | 2001-05-29 | Extruded cladding panel |
Country Status (7)
Country | Link |
---|---|
US (1) | US6722090B2 (en) |
EP (1) | EP1160392B1 (en) |
AT (1) | ATE344861T1 (en) |
CZ (1) | CZ20011508A3 (en) |
DE (2) | DE10027502B4 (en) |
IL (1) | IL143461A0 (en) |
PL (1) | PL347774A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104032850A (en) * | 2014-06-17 | 2014-09-10 | 东南大学 | Prefabricated shear wall dry type vertical connecting node and construction method |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102005002097A1 (en) * | 2005-01-14 | 2006-07-20 | Moeding Keramikfassaden Gmbh | facade panel |
DE102010008724A1 (en) | 2010-02-20 | 2011-08-25 | Walther, Jörg, Dr.-Ing., 09579 | Ventilation system for drying-out of building walls after moisture penetration, has insulating element which is arranged on outer wall of building in basement- or foundation area, where insulating element comprises channel structure |
JP5683897B2 (en) * | 2010-08-27 | 2015-03-11 | 株式会社タカショー | Buildings using composite heat insulating materials, and heat insulation methods for buildings |
CN104695588B (en) * | 2015-02-16 | 2019-01-22 | 杨九龙 | The design method of grit, the design method of connection system and grit and connection system |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4325873A1 (en) | 1993-08-02 | 1995-02-09 | Gerhaher Max | Extruded facade panel |
Family Cites Families (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US525097A (en) * | 1894-08-28 | Joseph albert flint | ||
US1509424A (en) * | 1921-10-24 | 1924-09-23 | Edward J Garrard | Building tile |
US1601411A (en) * | 1922-05-11 | 1926-09-28 | Walter C Parmley | Concrete block construction |
DE540036C (en) | 1928-08-08 | 1931-12-08 | Daniel Goujon | Jack |
US1807138A (en) * | 1929-07-22 | 1931-05-26 | Louis L Spelshouse | Building block |
US1913266A (en) * | 1931-03-25 | 1933-06-06 | Dreyfus-Rose Emile | Structure and structural block |
AT181414B (en) * | 1953-02-16 | 1955-03-25 | Josef Kaiser | Compression molded filling, insulating and formwork for reinforced concrete rib ceilings |
US3286418A (en) * | 1962-08-14 | 1966-11-22 | Kissam Builders Supply Company | Prestressed composite load-bearing slab |
DE2013857C3 (en) * | 1970-03-23 | 1979-04-19 | Ab Cementvarumaskiner, Enstaberga (Schweden) | Support rail for wall cladding panels |
DE2600899A1 (en) | 1975-01-28 | 1976-07-29 | Jean Joseph Alfred Beyl | SKI SAFETY BINDING |
AT344963B (en) * | 1976-08-20 | 1978-08-25 | Leitl Werke Bauhuette | CERAMIC COMPONENT AND METHOD FOR ITS MANUFACTURING |
DE3110606A1 (en) * | 1981-03-18 | 1982-09-30 | Herzog, Thomas, Prof. Dr., 8000 München | DEVICE FOR FASTENING A FACADE PANEL |
DE3448392C2 (en) * | 1984-01-16 | 1998-05-07 | Herzog Thomas Prof Dr | Ceramic facade panel |
DE3641747C2 (en) * | 1986-12-06 | 1994-06-23 | Cpm Ceramic Patent Management | Facade panels for attachment to a slatted frame and retaining clip for fixing such facade panels to the slatted frame |
DE9214787U1 (en) * | 1991-10-31 | 1993-03-04 | Herzog, Thomas, Prof. Dr., 8000 Muenchen, De | |
DE4420890A1 (en) * | 1994-06-15 | 1996-01-04 | Gerhaher Max | Suspended facade structure with horizontal support profiles |
DE19718716C2 (en) * | 1997-05-02 | 2002-08-01 | Max Gerhaher | Curtain wall construction |
DE19720016C2 (en) * | 1997-05-13 | 1999-04-01 | Gerhaher Max | Curtain wall construction |
DE19739749C2 (en) * | 1997-09-10 | 2000-04-27 | Max Gerhaher | Curtain wall construction |
GB9724989D0 (en) * | 1997-11-26 | 1998-01-28 | Terrapin International Ltd | Improvements in cladding |
DE19756718B4 (en) * | 1997-12-19 | 2004-03-25 | Eads Deutschland Gmbh | Facade panel and facade for a building wall |
-
2000
- 2000-06-02 DE DE10027502A patent/DE10027502B4/en not_active Expired - Fee Related
-
2001
- 2001-04-27 CZ CZ20011508A patent/CZ20011508A3/en unknown
- 2001-05-29 AT AT01113092T patent/ATE344861T1/en not_active IP Right Cessation
- 2001-05-29 PL PL01347774A patent/PL347774A1/en unknown
- 2001-05-29 EP EP01113092A patent/EP1160392B1/en not_active Expired - Lifetime
- 2001-05-29 DE DE50111398T patent/DE50111398D1/en not_active Expired - Fee Related
- 2001-05-30 IL IL14346101A patent/IL143461A0/en unknown
- 2001-06-01 US US09/872,999 patent/US6722090B2/en not_active Expired - Fee Related
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4325873A1 (en) | 1993-08-02 | 1995-02-09 | Gerhaher Max | Extruded facade panel |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104032850A (en) * | 2014-06-17 | 2014-09-10 | 东南大学 | Prefabricated shear wall dry type vertical connecting node and construction method |
Also Published As
Publication number | Publication date |
---|---|
US20020014049A1 (en) | 2002-02-07 |
US6722090B2 (en) | 2004-04-20 |
DE10027502B4 (en) | 2005-02-17 |
EP1160392A3 (en) | 2001-12-19 |
ATE344861T1 (en) | 2006-11-15 |
PL347774A1 (en) | 2001-12-03 |
DE50111398D1 (en) | 2006-12-21 |
DE10027502A1 (en) | 2002-01-10 |
EP1160392B1 (en) | 2006-11-08 |
CZ20011508A3 (en) | 2002-01-16 |
IL143461A0 (en) | 2002-04-21 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0487948B1 (en) | Method and device for placing surface channels in panels of soft material and use of the device | |
DE102007042840B4 (en) | Panel, in particular floor panel | |
DE10233731A1 (en) | Arrangement of components with connecting elements | |
WO2015000747A2 (en) | Panel element made of wood | |
DE102004007157B4 (en) | Method for producing boards of wood and / or wood substitutes and plate produced thereafter | |
DE10118791A1 (en) | Connector for linking mitered hollow profiles has arms at right-angles and grooves which allow adhesive injected through bores in top of profile to spread through connector, one of which has sloping wall | |
EP1160392B1 (en) | Extruded cladding panel | |
DE10302869B3 (en) | Laminated board, for the body of furniture, is cut with a small rectangular groove for the corner to take a thermoplastic material at the base to form a film hinge before cutting a V-groove for folding | |
DE2806988C2 (en) | Air layer insulation | |
EP0637655B1 (en) | Extruded cladding panel | |
DE4323628C1 (en) | Sash frame and method for manufacturing the first (vertical) frame wood therefor | |
DE3209246C2 (en) | Knife carrier of a planer knife | |
EP1522670B1 (en) | Corner connector for hollow double glazing frame section members | |
EP2014843A2 (en) | Building brick with insulating material | |
CH691615A5 (en) | Plastic window and method for its production. | |
DE4127636A1 (en) | Bearer-plate door panel - has frame components along long sides, top and bottom sections, and profile bars | |
EP0180163A2 (en) | Wing for shutters, front-doors, room-doors and cabinet-doors with louver section | |
DE3426653A1 (en) | Roof dormer | |
DE3210915A1 (en) | Building block and wall formed therefrom | |
EP0088875A1 (en) | Large scale form element for the construction of permanent shape walls | |
EP0266609A1 (en) | Cupboard, in particular a bathroom wall cabinet | |
EP0157161A1 (en) | Logs, milling machine for producing them and construction made with logs | |
EP2386695A1 (en) | Insulation board | |
DE102006005235B4 (en) | Slat arrangement for facades | |
DE3637908C2 (en) |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
|
17P | Request for examination filed |
Effective date: 20020613 |
|
AKX | Designation fees paid |
Free format text: AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
|
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: MOEDING KERAMIKFASSADEN GMBH |
|
17Q | First examination report despatched |
Effective date: 20050517 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED. Effective date: 20061108 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20061108 Ref country code: IE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20061108 |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REF | Corresponds to: |
Ref document number: 50111398 Country of ref document: DE Date of ref document: 20061221 Kind code of ref document: P |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20070208 Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20070208 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20070219 |
|
GBT | Gb: translation of ep patent filed (gb section 77(6)(a)/1977) |
Effective date: 20070308 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20070409 |
|
EN | Fr: translation not filed | ||
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FD4D |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed |
Effective date: 20070809 |
|
BERE | Be: lapsed |
Owner name: MODING KERAMIKFASSADEN G.M.B.H. Effective date: 20070531 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070531 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070531 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070531 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070531 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20070622 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20070209 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20080318 Year of fee payment: 8 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070529 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20080523 Year of fee payment: 8 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20061108 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20080522 Year of fee payment: 8 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070529 Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20061108 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20061108 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20090529 |
|
NLV4 | Nl: lapsed or anulled due to non-payment of the annual fee |
Effective date: 20091201 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20091201 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20090529 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20091201 |