EP0878593A2 - Vorgehängte Fassadenkonstruktion - Google Patents
Vorgehängte Fassadenkonstruktion Download PDFInfo
- Publication number
- EP0878593A2 EP0878593A2 EP98107360A EP98107360A EP0878593A2 EP 0878593 A2 EP0878593 A2 EP 0878593A2 EP 98107360 A EP98107360 A EP 98107360A EP 98107360 A EP98107360 A EP 98107360A EP 0878593 A2 EP0878593 A2 EP 0878593A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- facade
- vertical
- plate holder
- tongues
- joint
- 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
- 238000010276 construction Methods 0.000 title claims description 26
- 210000002105 tongue Anatomy 0.000 claims abstract description 28
- 239000011324 bead Substances 0.000 claims description 19
- 230000002787 reinforcement Effects 0.000 claims description 5
- 230000003319 supportive effect Effects 0.000 claims 1
- 230000008901 benefit Effects 0.000 description 7
- 239000000463 material Substances 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 241001423398 Ruscus hypoglossum Species 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 208000018459 dissociative disease Diseases 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
- E04F13/0801—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
- 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 curtain, preferably an aluminum substructure Assembled facade construction according to the preamble of claim 1.
- a facade construction is known from DE-PS 34 01 271 and from manufacturer's brochures their panels are attached to horizontal or vertical support profiles using narrow panel holders be attached.
- An H-shaped part of the plate holder grips the top fold of the each lower plate and the rebate of the upper plate.
- the plate holders are in the Rule for the facade panels, preferably in landscape format, on the head or Foot fold arranged in pairs and indented somewhat from the corners of the facade panels, see above that the facade panels are attached at 4 points. Because the H-shaped parts of the plate holder are effective upwards and downwards, there is a need for two plate holders in terms of area per facade panel.
- the disadvantage of this construction is the high requirement of two Panel holders per facade panel, which means both material and labor costs of the fully assembled facade construction.
- the joint profile consists of a central bead in the Width of the vertical joint arranged between the facade panels and two resilient Double legs, which are arranged on both sides of the center bead.
- the joint profile is in long poles and thus ensures a clean alignment of the vertical joints.
- the object of the invention is therefore to describe a facade construction in which the material expenditure is reduced and the required assembly time is shortened and the Driving rain safety is increased.
- the object is achieved according to the invention by the indicator of Claim 1.
- the advantage of this embodiment is that by a single Panel holders each have two upper and two lower facade panels in their corner areas on the Support profiles of the substructure are attached. So there is in each crosshairs of the facade a plate holder arranged; the need is therefore only one in the area of the facade Panel holder per facade panel, while the facade construction according to the state of the Technique two plate holders per facade plate are required. This will Material costs saved and assembly times shortened.
- Another advantage of this Embodiment is that the facade panels by tongues or tabs, which on the plate holders are aligned or notched on top of one another exact joint spacing and that the vertical joints of the top arranged plate pairs with the vertical joints of the plate pairs arranged below exactly cursed.
- the width of the tongues or tabs corresponds to that required relatively little play of the clear width of the vertical joints between the facade panels.
- double tongues or tabs can also be released be, the total dimension of the outer edge to outer edge of the width of a single tongue corresponds.
- the tongues attached to the plate holder do not intervene directly in the vertical joints between the respective plate pairs but only in the beads, which are open from behind, in the vertical joints Joint profiles.
- the joint profile which is preferably made of very thin sheet metal or plastic
- the facade panels holds at a precise distance, but still so far in the elastic and plastic range is deformable that it is neither during assembly nor with subsequent relative movements of the Facade due to wind loads or building settlements to force and thereby to Damage or breakage of facade panels can occur.
- This is also supported Joint profile with the ends of its two outward spread legs in its lower Resilient area on the plate holder and in its upper area resilient on the support profile and thereby presses the double-sided facade panels, the vertical rear edges of which grips to the front of the facade as far as elastic until the play between the head or the rebate of the facade panels on the one hand and the panel holder on the other hand is balanced.
- this embodiment is on the one hand that the joint profile with its protruding edges tightly embraces the rear vertical edges of the facade panels and thereby forming a particularly effective seal against the ingress of driving rain.
- this joint profile compared to the joint profile according to the prior art Much cheaper, since instead of one bead and 6 folds, there is only one bead and 2 Bends is provided.
- Another advantage lies in the fact that it coexists with the facade panels came in short pieces and the cumbersome Handling of the long joint profiles according to the prior art is eliminated, which means Assembly time is saved.
- FIG. 5 Another advantageous embodiment of the facade construction according to the invention Claim 5 is that the top fold of the lower two facade panels and / or the U-shaped part of the Plate holder are notched in the middle part of the same.
- the resulting benefit is there in that the head or foot folds of the facade panels do not bend at the extreme end be loaded because the risk of breakage is highest there.
- the respective load application point of the plate holder shifts from the fold end away towards the center of the fold, where the so-called load-bearing width of the fold much larger is. Tests have shown that when the facade panels are subjected to shock loads from the Front of the facade the resistance to rebate by the described displacement of the Load application point increases up to two and a half times.
- the facade construction according to claim 6 are the rear, around the top fold or foot fold of the plate holder on their Provide ends with reinforcements, which are oriented towards the back of the facade panel are.
- the advantage that results from this is due to the fact that when a Impact load on the front of the facade panel, the load application point from the head of the relocated the respective fold to its foot or even to the actual panel body itself becomes. The result is that the impact load can be absorbed by the facade panel without damage against the impact load, which is fixed by a, with a conventional holder Facade slab can be recorded, increases to multiple.
- the effective lever arm of the rear Leg of the plate holder is significantly lengthened, which makes it able to work on the Facade panel applied impact loads much more elastic on the panel holder and thus to remove on the substructure, as this with the plate holder according to the state of the Technology is possible
- facade construction is on the back Leg of the H-shaped part of the plate holder waived.
- the facade panels are then just printed forward by the resilient joint profiles and are supported in the case of one Impact load from the front on the front of the plate holder or on the lower front edge of the Support profiles from.
- Fig. 1 shows the substructure 1, the horizontal profile 2 on which the Facade panels 3 are fastened by means of the panel holder 4.
- the joint profiles 17, 18 consist of a bead 15, 16 and resilient legs 19, 20 whose ends 28, 30 are on the front surface 31 of the plate holder 4 and / or support on the front edge 32 of the horizontal profile 2.
- the tongue 7 engages the bead 15 of the upper joint profile 17 and the tongue 9 in the bead 16 of the lower Joint profile 18 a.
- the tongue 8 engages in the vertical joint between the upper Facade panels 3 and can also the centering function of the tongue 7 in its place take over.
- the rear legs 34, 35 of the plate holder 4 are at their ends Reinforcements 36, 37 provided so that the facade panels when loaded by the Support the front with its back 38, 39 on the reinforcements 36, 37 so that the Top fold 40 and foot fold 41 should not be subjected to bending.
- Fig. 2 shows the horizontal profile 2 on which the facade panels 3 by means of the plate holder 4 is attached.
- the tongue 7 of the grip is from behind Holder 4, whereby the joint profile 17 is centered relative to the holder 4.
- the bead 15 engages from behind in the joint 10 between the upper pair of plates 13 (for the sake of Clarity drawn in dashed lines) and ensures compliance with the required Joint spacing of the vertical joint 10.
- the bead 16 of the lower joint profile 18 engages in the rear into the joint 11 between the lower pair of plates 14 (for reasons of clarity drawn in dashed lines) and ensures compliance with the required joint spacing of the vertical joint 11.
- the tongue 9 engages in the bead 16 from behind.
- the tongues 7 and 9 or 8 and 9 are arranged one above the other on the same vertical central axis and The two lower legs 33, 34 are in the middle of the Plate holder 4 unlatched, so that it does not directly overlap the head rebate 40 of the plate pair 14 next to the fugue 11 but grasped away from it.
- the tongue 7 can also the tongue 8 engage directly in the vertical joint 10 between the upper pair of plates 13.
- Fig. 3 shows the lower pair of plates 14 whose top rebate 40 encompassed by the plate holder 4 and are attached to the horizontal profile 2.
- the tongue 7 engages from behind in the bead 15 of the upper joint profile 17, which with its protruding edges 21, 22 the rear grips vertical edges 23, 24 of the facade panels 25, 26.
- the two resilient legs 19, 20 are supported with their ends 42, 43 on the front surface 31 of the plate holder 4.
- the invention further relates to a panel holder for a curtain wall construction and a joint profile for a curtain wall construction.
- a panel holder for a curtain wall construction and a joint profile for a curtain wall construction.
- the above task is the plate holder by the features of Claim 7 marked.
- Advantageous further developments are in claims 8 to 11 described.
- the joint profile is used to solve the problem stated above characterized by the features of claim 12.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
Description
- Fig. 1
- zeigt einen Vertikalschnitt durch die erfindungsgemäße Fassadenkonstruktion.
- Fig. 2
- zeigt die Vorderansicht der Fassadenkonstruktion
- Fig. 3
- zeigt die Draufsicht auf die Fassadenkonstruktion
Claims (12)
- Vorgehängte Fassadenkonstruktion, bestehend aus Unterkonstruktion (1), horizontalen und/oder vertikalen Profilen (2), Fassadenplatten (3), die mittels Plattenhaltern (4) an den horizontalen oder vertikalen Profilen (2) festlegbar sind und Fugenprofilen (5), die in und/oder hinter den vertikalen Fugen (6) zwischen den Fassadenplatten (3) angeordent sind
dadurch gekennzeichnet
daß der Plattenhalter (4) mittig zu den vertikalen Fugen (10, 11) angeordnet ist und mittels einer oder mehrerer Zungen (7, 8, 9) in die vertikalen Fugen (10, 11) zwischen einem oder mehreren Plattenpaaren (13, 14) eingreifend ausgebildet ist. - Vorgehängte Fassadenkonstruktion nach Anspruch 1 dadurch gekennzeichet, daß die Mittelachsen der Zungen (7, 8, 9) von der Fassadenvorderseite her gesehen in der gleichen vertikalen Ebene angeordnet sind.
- Vorgehängte Fassadenkonstruktion nach Anspruch 1 und 2 dadurch gekennzeichnet, daß ein oder mehrere Zungen (7, 9) in ein oder mehrere Sicken (15, 16) von vertikalen Fugenprofilen (17, 18) eingreifend ausgebildet sind.
- Vorgehängte Fassadenkonstruktion nach Anspruch 1 bis 3 dadurch gekennzeichnet, daß die Fugenprofile (17, 18) aus einer Sicke (15, 16) und zwei federnden Schenkeln (19, 20) bestehen, deren einspringende Kanten (21, 22) die hinteren vertikalen Kanten (23, 24) der Fassadenplatten (25, 26) umgreifen und deren Enden (27, 28, 42, 43) sich an der Vorderfläche (31) des Plattenhalters (4) und/oder an der Vorderkante (32) des Profils (2) abstützend ausgebildet sind.
- Vorgehängte Fassadenkonstruktion nach Anspruch 1 bis 4 dadurch gekennzeichnet, daß ein oder beide unteren Schenkel (33, 34) in der Mitte des Plattenhalters (4) ausgeklinkt sind.
- Vorgehängte Fassadenkonstruktion nach Anspruch 1 bis 5 dadurch gekennzeichnet, daß die hinteren Schenkel (34, 35) des Plattenhalters (4) an ihrem Ende mit einer zur Fassadenplatte (3) hin gerichteten Verstärkung (36, 37) versehen sind.
- Plattenhalter für eine vorgehängte Fassadenkonstruktion,
gekennzeichnet durch
eine oder mehrere Zungen (7, 8, 9) zum Eingreifen in die vertikalen Fugen zwischen einem oder mehreren Plattenpaaren (13, 14). - Plattenhalter nach Anspruch 7, dadurch gekennzeichnet, daß die Mittelachsen der Zungen (7, 8, 9) in der gleichen vertikalen Ebene angeordnet sind.
- Plattenhalter nach Anspruch 7 oder 8, dadurch gekennzeichnet, daß eine oder mehrere Zungen (7, 9) zum Eingreifen in eine oder mehrere Sicken (15, 16) von vertikalen Fugenprofilen (17, 18) ausgebildet sind.
- Plattenhalter nach einem der Ansprüche 7 bis 9, dadurch gekennzeichnet, daß einer oder beide unteren Schenkel (33, 34) in der Mitte des Plattenhalters (4) ausgeklinkt sind.
- Plattenhalter nach einem der Ansprüche 7 bis 10, dadurch gekennzeichnet, daß die hinteren Schenke (34, 35) des Plattenhalters (4) an ihrem Ende mit einer Verstarkung (36, 37) versehen sind.
- Fugenprofil für eine vorgehängte Fassadenkonstruktion,
dadurch gekennzeichnet,
daß die Fugenprofile (17, 18) aus einer Sicke (15, 16) und zwei federnden Schenkeln (19, 20) mit einspringenden Kanten (21, 22) zum Umgreifen der hinteren vertikalen Kanten (23, 24) der Fassadenplatten (25, 26) bestehen.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19720016A DE19720016C2 (de) | 1997-05-13 | 1997-05-13 | Vorgehängte Fassadenkonstruktion |
DE19720016 | 1997-05-13 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0878593A2 true EP0878593A2 (de) | 1998-11-18 |
EP0878593A3 EP0878593A3 (de) | 1999-04-28 |
EP0878593B1 EP0878593B1 (de) | 2004-06-16 |
Family
ID=7829331
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98107360A Expired - Lifetime EP0878593B1 (de) | 1997-05-13 | 1998-04-22 | Vorgehängte Fassadenkonstruktion |
Country Status (6)
Country | Link |
---|---|
US (1) | US6289644B1 (de) |
EP (1) | EP0878593B1 (de) |
AT (1) | ATE269467T1 (de) |
CZ (1) | CZ123798A3 (de) |
DE (2) | DE19720016C2 (de) |
PL (1) | PL326237A1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2447440A1 (de) * | 2010-11-02 | 2012-05-02 | Rockwool International A/S | Befestigungswinkel, System mit einem solchen Befestigungswinkel und Verwendung für einen Befestigungswinkel |
Families Citing this family (27)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10027502B4 (de) * | 2000-06-02 | 2005-02-17 | Möding Keramikfassaden GmbH | Vorgehängte hinterlüftete Fassadenkonstruktion |
JP3438723B2 (ja) * | 2001-01-24 | 2003-08-18 | ニチハ株式会社 | 留め付けシール金具及び外壁施工構造 |
DE10312833A1 (de) * | 2002-08-21 | 2004-03-04 | Möding Keramikfassaden GmbH | Wandkonstruktion und Fassadenplatte |
US20040144052A1 (en) * | 2003-01-17 | 2004-07-29 | Long Douglas A. | Suspended ceiling system |
US20050060950A1 (en) * | 2003-09-22 | 2005-03-24 | Hauschildt William R. | Wall panel system |
DE102004013016B4 (de) * | 2004-03-16 | 2007-12-27 | Nbk-Keramik Gmbh & Co. | Gebäudefassade |
US8225556B2 (en) * | 2004-10-19 | 2012-07-24 | Russell Perry Brown | Self cleaning gutter system and gutter bracket |
DE102005002097A1 (de) * | 2005-01-14 | 2006-07-20 | Moeding Keramikfassaden Gmbh | Fassadenplatte |
DE102006033045A1 (de) * | 2006-07-14 | 2008-01-17 | Moeding Keramikfassaden Gmbh | Vorgehängte Fassadenkonstruktion |
US7673430B1 (en) * | 2006-08-10 | 2010-03-09 | Koninklijke Philips Electronics, N.V | Recessed wall-wash staggered mounting system |
US20090025327A1 (en) * | 2007-03-26 | 2009-01-29 | Albracht Gregory P | Furring Strip Alignment System |
ES2338192B1 (es) * | 2007-12-13 | 2011-03-28 | Eclad Limited | Sistema de anclaje de fachadas ventiladas. |
WO2009124350A1 (en) * | 2008-04-10 | 2009-10-15 | Sam Licciardi | Tiling system |
US8322103B1 (en) * | 2008-10-22 | 2012-12-04 | Charles D Kownacki | Faux brick with suspension system |
US20100212255A1 (en) * | 2009-02-20 | 2010-08-26 | David Allen Lesoine | Universal extrusion |
CA2883138C (en) * | 2012-09-20 | 2020-03-31 | Oldcastle Building Products Canada Inc. | Panel with compressible projections and masonry wall system including the panel |
JP6490410B2 (ja) * | 2014-11-28 | 2019-03-27 | ケイミュー株式会社 | 外装材の施工構造 |
US9648968B1 (en) * | 2014-07-24 | 2017-05-16 | 12 Inch Art, LLC | Materials for the mounting and display of record albums or standard size artwork |
ES2586736B1 (es) * | 2015-04-15 | 2017-09-07 | Cupa Innovacion S.L.U. | Fachada ventilada |
US10907362B2 (en) * | 2016-05-18 | 2021-02-02 | Stephen N. Loyd Irrevocable Family Trust | Clip for curtain wall system and associated method for installation |
US9896849B1 (en) * | 2016-10-18 | 2018-02-20 | Charbel Tannious Aboukhalil | Flush or lap siding system |
JP6861108B2 (ja) * | 2017-06-30 | 2021-04-21 | ニチハ株式会社 | 取付具、及び建物の壁構造 |
JP7053206B2 (ja) * | 2017-09-29 | 2022-04-12 | ニチハ株式会社 | 取付具及び建物の壁構造 |
CN108571101B (zh) * | 2018-04-28 | 2024-06-04 | 浙江中南建设集团有限公司 | 一种背栓式石材幕墙连接件 |
US11536023B2 (en) | 2020-10-23 | 2022-12-27 | Stephen N. Loyd Irrevocable Family Trust | Panel installation system and method |
GB2608464A (en) * | 2020-12-15 | 2023-01-04 | Sekisui House Kk | Outer wall material attachment member, lower-end outer wall material attachment member, and outer wall material attachment structure |
DE202021003947U1 (de) | 2021-12-29 | 2022-02-04 | IfL Ingenieurbüro für Leichtbau GmbH & Co. KG | Vorgehängte hinterlüftete Verkleidung als eine Fassade wenigstens eines Bereichs einer Gebäudewand mit einer Halteeinrichtung |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3401271A1 (de) | 1984-01-16 | 1985-07-25 | Herzog, Thomas, Prof. Dr., 8000 München | Vorgehaengte fassadenkonstruktion |
DE3627584A1 (de) | 1986-08-14 | 1988-02-25 | Herzog Thomas Prof Dr | Bauelement zur verhinderung von relativbewegungen von fassadenplatten |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3545154A (en) * | 1968-11-19 | 1970-12-08 | Celotex Corp | Surface panel assembly with rigid strips to conceal fasteners |
DE3934686A1 (de) * | 1988-12-24 | 1990-06-28 | Wagner System Gmbh | Befestigungsvorrichtung fuer fassadenplatten, insbesondere fassadenziegel |
US5177929A (en) * | 1990-05-16 | 1993-01-12 | Reynolds Henry B | Ceiling devices and methods of installing same |
SE469137B (sv) * | 1990-11-09 | 1993-05-17 | Oliver Sjoelander | Anordning foer montering av fasadbeklaednadsplattor |
DE4420890A1 (de) * | 1994-06-15 | 1996-01-04 | Gerhaher Max | Vorgehängte Fassadenkonstruktion |
-
1997
- 1997-05-13 DE DE19720016A patent/DE19720016C2/de not_active Expired - Fee Related
-
1998
- 1998-04-22 CZ CZ981237A patent/CZ123798A3/cs unknown
- 1998-04-22 EP EP98107360A patent/EP0878593B1/de not_active Expired - Lifetime
- 1998-04-22 AT AT98107360T patent/ATE269467T1/de not_active IP Right Cessation
- 1998-04-22 DE DE59811560T patent/DE59811560D1/de not_active Expired - Fee Related
- 1998-05-11 PL PL98326237A patent/PL326237A1/xx not_active Application Discontinuation
- 1998-05-13 US US09/078,586 patent/US6289644B1/en not_active Expired - Fee Related
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3401271A1 (de) | 1984-01-16 | 1985-07-25 | Herzog, Thomas, Prof. Dr., 8000 München | Vorgehaengte fassadenkonstruktion |
DE3627584A1 (de) | 1986-08-14 | 1988-02-25 | Herzog Thomas Prof Dr | Bauelement zur verhinderung von relativbewegungen von fassadenplatten |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2447440A1 (de) * | 2010-11-02 | 2012-05-02 | Rockwool International A/S | Befestigungswinkel, System mit einem solchen Befestigungswinkel und Verwendung für einen Befestigungswinkel |
Also Published As
Publication number | Publication date |
---|---|
ATE269467T1 (de) | 2004-07-15 |
CZ123798A3 (cs) | 1998-12-16 |
EP0878593B1 (de) | 2004-06-16 |
PL326237A1 (en) | 1998-11-23 |
US6289644B1 (en) | 2001-09-18 |
EP0878593A3 (de) | 1999-04-28 |
DE19720016A1 (de) | 1998-11-26 |
DE59811560D1 (de) | 2004-07-22 |
DE19720016C2 (de) | 1999-04-01 |
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Legal Events
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