EP1162325B1 - Structure de toit à double pente - Google Patents

Structure de toit à double pente Download PDF

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Publication number
EP1162325B1
EP1162325B1 EP01113328A EP01113328A EP1162325B1 EP 1162325 B1 EP1162325 B1 EP 1162325B1 EP 01113328 A EP01113328 A EP 01113328A EP 01113328 A EP01113328 A EP 01113328A EP 1162325 B1 EP1162325 B1 EP 1162325B1
Authority
EP
European Patent Office
Prior art keywords
profile unit
construction according
roof construction
sheeted
roof
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.)
Expired - Lifetime
Application number
EP01113328A
Other languages
German (de)
English (en)
Other versions
EP1162325A2 (fr
EP1162325A3 (fr
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.)
Wilhelm Layher Verwaltungs GmbH
Original Assignee
Wilhelm Layher Verwaltungs GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Wilhelm Layher Verwaltungs GmbH filed Critical Wilhelm Layher Verwaltungs GmbH
Publication of EP1162325A2 publication Critical patent/EP1162325A2/fr
Publication of EP1162325A3 publication Critical patent/EP1162325A3/fr
Application granted granted Critical
Publication of EP1162325B1 publication Critical patent/EP1162325B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H15/00—Tents or canopies, in general
    • E04H15/18—Tents having plural sectional covers, e.g. pavilions, vaulted tents, marquees, circus tents; Plural tents, e.g. modular
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/022—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames
    • E04B7/024—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames the trusses or frames supporting load-bearing purlins, e.g. braced purlins
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D5/00—Roof covering by making use of flexible material, e.g. supplied in roll form
    • E04D5/14—Fastening means therefor
    • E04D5/141—Fastening means therefor characterised by the location of the fastening means
    • E04D5/142—Fastening means therefor characterised by the location of the fastening means along the edge of the flexible material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D5/00—Roof covering by making use of flexible material, e.g. supplied in roll form
    • E04D5/14—Fastening means therefor
    • E04D5/144—Mechanical fastening means
    • E04D5/146—Linear fastening means, e.g. strips
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/242—Safety or protective measures preventing damage to building parts or finishing work during construction for temporarily covering the whole worksite, e.g. building, trench
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/28—Safety or protective measures preventing damage to building parts or finishing work during construction against unfavourable weather influence

Definitions

  • a quick-assembly hall roof in which the roof truss upper belts are formed as upwardly open profiles with substantially vertically extending legs.
  • the roof skin elements have a frame, wherein extending in the direction of inclination of the roof edge strips have a downwardly directed leg which engages in the upwardly open profile of Dachbinderobergurtes.
  • the roof skin elements themselves are designed as trapezoidal or wavy steel sheets in cross section. Such a construction has proven itself in practice, allows rapid assembly or disassembly and is suitable to cover large spans. Due to their weight, the roof cladding elements with their frame can only be mounted with a hoist. In any case, a crane is needed for the assembly.
  • a portal frame structure is shown in which a roof truss is used, which has an I-contour, wherein in the region of the upper flange of the binder, a recess is present, in which a continuous solid wood profile is present pressed which a roof skin is connectable.
  • the roof trusses have a T-shaped groove on the underside, so that can be connected in the corner and in the Mariest Scheme of the frame bottom stiffening means.
  • the solid wood profile is firmly and permanently connected to the binder.
  • the present invention ensures the use of known in scaffolding series parts economic production, sufficient security and implement a permanently reliable function allows ,
  • the roof construction according to the invention of the type mentioned is therefore characterized by the fact that the roof is designed as a tarpaulin, on the upper flange of the binder a terminal profile unit is detachably mounted on or in the terminal profile unit a wrapping or screwing fasteners permitting solid profile unit is arranged, the Plane is connected via the solid profile unit taken or screwed fastening means to the terminal profile unit and on the terminal profile unit connecting elements for releasably connecting the lateral support units are present.
  • connection profile unit has an upwardly open U-profile cross section and the solid profile unit is formed as arranged in the terminal profile unit squared timber.
  • connection profile unit is connected via projection units with pipe couplings to the upper flange of the lattice girder.
  • connection elements are formed as shoulder bags with wedge into which a projecting unit present in the end portions of the support units is inserted and the projection unit by means of the wedge each releasably in the Shoulder bags is locked.
  • a particularly advantageous embodiment is characterized in that the lateral support units are constructed as guardrails of a known standard scaffold system, in particular the flash scaffold system of Layher.
  • a variant of the lateral support units can be advantageously used, which is characterized in that the lateral support units as a frame-like double rail railing of a known standard scaffold, in particular the flash scaffold from Layher, are formed.
  • Such double railings are easy to handle manually by the assemblers, since they have a relatively low weight and can be connected in a simple manner with the described wedge clamping technique to the terminal profile unit.
  • a tarpaulin unit In order to make the handling of the tarpaulin technically simple, a tarpaulin unit essentially has the distance between two roof trusses, which can be fastened to the solid profile unit in particular in an overlapping manner.
  • the distance of the lateral support units with each other in the range between 40 cm (centimeters) and 60 cm (centimeters) is selected, which counteracts a water bag formation of the tarpaulin.
  • a particularly preferred embodiment of the canopy construction according to the invention is characterized in that on the connection profile unit and / or the solid profile unit a hat-shaped, downwardly open Abdeckprofileinheit is connected, which pushes the connected tarpaulin with their legs down, creating a certain bias within the tarpaulin becomes.
  • the cover profile unit is preferably screwed formed with the solid profile unit and serves on the one hand for sealing purposes and on the other hand for tensioning the roof tarpaulins, which also counteracts a water bag formation.
  • connection elements for the lateral support units are connected on the underside of the connection profile unit.
  • a particularly economically feasible embodiment variant is characterized in that the lattice girders are constructed as standard-made framework components of a known standard framework, in particular the flash scaffold from Layher.
  • the lattice girders are preferably made of aluminum and the connection profile units may preferably be formed of steel.
  • the proposed construction represents a cost-effective roofing solution, which in economic terms particularly suggests that mostly known from the scaffolding known series parts can be used.
  • the scaffolder is able to create with existing series scaffolding parts using the connection profile unit and the solid profile unit a permanently and reliably functioning hall construction.
  • the substructure for the roof construction may consist of standard scaffolding components or have special support structures for the roof construction.
  • the binder stiffeners on the upper flange by the standardized double railing elements prevent due to the small distances of the double railings that form water sacs.
  • the attachment of the roof tarpaulin with stapled metal clips on the square timber of the connection profile unit speeds up the assembly significantly.
  • the provision of a cover profile unit increases the tightness and, on the other hand, ensures a certain pretension of the roof tarpaulins, which in turn counteracts the formation of a water bag.
  • the main advantages of the canopy construction according to the invention are that a roof construction with high stiffening can be economically produced using standard parts known from scaffolding.
  • a simultaneous bias of the tarpaulins is achieved by the cover profile unit connected on the top side in addition to a reliable seal in the overlapping region of the tarpaulins, so that a water bag formation can be reliably avoided.
  • said measures / features the fluttering movements and noises usually occurring in canopy constructions can be largely avoided.
  • tarpaulin the usual in scaffolding cheap cover tarpaulins.
  • the use of relatively expensive tarpaulins with piping and corresponding piping rails is not required in the construction according to the invention.
  • the scaffolding plans are stapled in a simple manner on the connection profile unit and the Abdeckprofileinheit then ensures a reliable and rainproof cover while biasing the tarpaulins.
  • the roof roof construction 10 shown schematically in cross-section in FIG. 1 has in this cross-section two roof trusses 12 which are inclined outwards in each case and which are connected to one another in the ridge area by means of connecting elements 48, so that a saddle roof contour is formed.
  • the roof truss 12 are formed as a lattice girder 12 made of aluminum with a tubular upper flange 14, a tubular lower flange 16 and rising and falling pipe diagonal 15.
  • each lattice girder 12 is connected to a substructure 22 shown schematically in FIG. 1.
  • This substructure 22 can represent, for example, an articulated connection of the lattice girders 12.
  • the upper belt 14 and the lower belt 16 are connected in this area to scaffolding posts in a known manner.
  • the lattice girders 12 in turn originate from a scaffold support system known in the art, for example from the so-called Layher flash scaffold system.
  • connection profile unit 24 is formed as an upwardly open U-profile unit, wherein the interior of a solid profile unit 26 which is formed as squared timber, fills such that the upwardly facing ends of the webs of the U-profile unit 24 flush with the top of the squared timber 26 ,
  • connecting elements 28 are connected to the bottom side of the connection profile unit 24, which are connected at a smaller distance A below the distance B of the projection units 30 in the longitudinal direction of the connection profile unit 24.
  • connection profile unit 24 is secured against lateral deflection by lateral support units 20 (see FIGS. 3 and 4, respectively). Due to the connection with the lattice girder 12, the lateral support 20 also acts on the lattice girder 12.
  • the lateral support units 20 are formed as frame-like double railings 20, each having two at a distance A in the longitudinal direction of the connection profile unit 24 spaced existing individual rods 21 which are connected in the end by a cross member 23 to a frame.
  • flattened projection unit 38 is provided, which can be inserted into the connection elements 28 of the connection profile unit 24, wherein the connection elements 28 are formed as shoulder bags 34 with wedge 36 (FIG. 5).
  • the double railings 20 are also standardized scaffolding system components from the known Layher flash scaffolding system.
  • the clamping detachable connection by means of the wedge 36 of the bag 34 of the introduced from both sides in the bag 34 protrusion units 38 of the double railing 20 by means of a hammer blow represents an extremely simple and effective quick-mounting connection of the double railing 20 to the U-profile 24.
  • a tarpaulin 18 is fastened on the connection profile unit 24.
  • the attachment of the tarpaulin 18 or the tarpaulin 18 arriving on both sides of the connection profile unit 24 is shown schematically in cross-section in FIG.
  • Each tarpaulin 18 is pulled over the connection profile unit 24, so that it can be tacked in a simple manner, for example by means of metal brackets 42 on the solid profile unit 26 (squared timber 26). Then the tarpaulin 18 of the opposite side is pulled over the terminal profile unit 24 and also tacked with metal brackets 42.
  • the distance C of the lattice girders 12 is in a specific embodiment at 257 cm (centimeters).
  • simple tarpaulins have a width of 270 cm (centimeters), so that there is a sufficient overlap in the region of the connection profile unit 24 with these tarpaulins.
  • the standardized construction of a quick-assembly hall roof can be carried out, for example, as follows. After the substructure 22 is made, for example, from Layher flash or Layher Allround scaffolding system components, at least two longitudinally spaced apart saddle ties, consisting of two lattice girders 12, are fastened to the substructure 22. Thereafter, the terminal profile units 24 are fastened with inlaid timber 26 via the pipe couplings 32 on the upper flange 14 of the lattice girder 12.
  • the roof tarpaulins 18 are then stapled to the timber 26, in which case the plan Cover surfaces are screwed, which serve for sealing and tensioning the roof tarpaulins 18.
  • tensioning the roof tarpaulins 18 a water bag formation is further counteracted.
  • the tarpaulin 18 is insensitive to flapping due to wind influence by the bias.
  • the lattice girders 12 are preferably made of aluminum and, in one exemplary embodiment, have a system height of 45 cm (centimeters). With such a construction spans of up to 15 m (meters) can be easily removed without snow load. By means of an additional drawstring, which is stretched from binder end to binder end per saddle binder, a removal of an increased roof load, for example, additional snow load, allows.
  • the roof construction 10 shown allows extremely fast assembly and disassembly and in conjunction with the use of many series scaffolding parts an economical solution.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Tents Or Canopies (AREA)
  • Bridges Or Land Bridges (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Building Awnings And Sunshades (AREA)

Claims (15)

  1. Structure de toit (10) à double pente comprenant
    - plusieurs fermes munies de membrures supérieures, agencées parallèlement à distance les unes des autres et pouvant être montées contre ou sur une structure sous-jacente (22), notamment conçues comme des supports en treillis (12) comprenant une membrure supérieure (14), des contrefiches (15) et une membrure inférieure (16),
    - des unités latérales d'appui (20) affectées auxdites fermes, et
    - une couverture,
    caractérisée par le fait
    - que la couverture est réalisée sous la forme d'une bâche (18),
    - qu'une unité profilée de rattachement (24) est posée amoviblement à cheval sur la membrure supérieure (14) de la ferme,
    - qu'une unité profilée massive (26), autorisant la mise en place de moyens de fixation, par percussion ou par vissage, est disposée sur ou dans ladite unité profilée de rattachement (24),
    - que la bâche (18) est reliée à l'unité profilée de rattachement (24) par l'intermédiaire de moyens de fixation mis en place, par percussion ou par vissage, dans ladite unité profilée massive (26), et
    - que des éléments de rattachement (28) sont présents sur ladite unité profilée de rattachement (24), en vue du rattachement libérable des unités latérales d'appui (20).
  2. Structure de toit à double pente selon la revendication 1,
    caractérisée par le fait
    que l'unité profilée de rattachement (24) présente une section transversale profilée en U ouvert vers le haut, et l'unité profilée massive (26) est réalisée sous la forme d'une poutrelle logée dans ladite unité profilée de rattachement (24).
  3. Structure de toit à double pente selon la revendication 1 ou 2,
    caractérisée par le fait
    que l'unité profilée de rattachement (24) est reliée à la membrure supérieure (14) du support en treillis (12) par l'intermédiaire d'unités protubérantes (30) dotées d'accouplements tubulaires (32).
  4. Structure de toit à double pente selon l'une ou plusieurs des revendications précédentes,
    caractérisée par le fait
    que les éléments de rattachement (28) sont réalisés comme des goussets de suspension (34) pourvus d'une cale (36), et dans lesquels est introduite une unité protubérante (38) respectivement présente dans les régions extrêmes des unités d'appui (20), ladite unité protubérante (38) étant respectivement arrêtée de façon libérable, dans lesdits goussets de suspension (34), au moyen de ladite cale (36).
  5. Structure de toit à double pente selon la revendication 4,
    caractérisée par le fait
    que les unités latérales d'appui (20) sont réalisées sous la forme de barreaux de balustres fabriqués en série et faisant partie d'un système d'échafaudage normalisé connu, en particulier du système de charpentage "Blitz" de la société Layher.
  6. Structure de toit à double pente selon la revendication 4,
    caractérisée par le fait
    que les unités latérales d'appui (20) sont réalisées sous la forme de balustres à barreaux doubles en forme de cadres, fabriqués en série et faisant partie du système de charpentage "Blitz" de la société Layher.
  7. Structure de toit à double pente selon l'une ou plusieurs des revendications précédentes,
    caractérisée par le fait
    que la distance, séparant mutuellement les unités latérales d'appui (20), se situe dans la plage comprise entre 40 cm (centimètres) et 60 cm (centimètres).
  8. Structure de toit à double pente selon l'une ou plusieurs des revendications précédentes,
    caractérisée par le fait
    que la largeur de la bâche (18) correspond, pour l'essentiel, à la distance séparant deux fermes (12).
  9. Structure de toit à double pente selon l'une ou plusieurs des revendications précédentes,
    caractérisée par le fait
    qu'une unité profilée de recouvrement (40), revêtant la forme d'un chapeau ouvert vers le bas et rattachée à l'unité profilée de rattachement (24) et/ou à l'unité profilée massive (26), exerce une pression vers le bas, par ses branches, sur la bâche rattachée (18), ce qui développe une précontrainte à l'intérieur de ladite bâche (18).
  10. Structure de toit à double pente selon l'une ou plusieurs des revendications précédentes,
    caractérisée par le fait
    que les éléments de rattachement (28), affectés aux unités latérales d'appui (20), sont reliés à la face inférieure de l'unité profilée de rattachement (24).
  11. Structure de toit à double pente selon l'une ou plusieurs des revendications précédentes,
    caractérisée par le fait
    que les supports en treillis (12) sont réalisés sous la forme d'une pièce structurelle d'échafaudage fabriquée en série et faisant partie d'un système de charpentage normalisé connu, en particulier du système de charpentage "Blitz" de la société Layher.
  12. Structure de toit à double pente selon l'une ou plusieurs des revendications précédentes,
    caractérisée par le fait
    que les supports en treillis (12) consistent en de l'aluminium.
  13. Structure de toit à double pente selon l'une ou plusieurs des revendications précédentes,
    caractérisée par le fait
    que l'unité profilée de rattachement (24) consiste en de l'acier.
  14. Structure de toit à double pente selon l'une ou plusieurs des revendications précédentes,
    caractérisée par le fait
    que la bâche (18) est fixée à l'unité profilée massive (26) par des agrafes métalliques (42) enfoncées par percussion, notamment enchâssées.
  15. Structure de toit à double pente selon la revendication 9,
    caractérisée par le fait
    que l'unité profilée de recouvrement (40) est reliée à l'unité profilée massive (26) au moyen de vis (44).
EP01113328A 2000-06-09 2001-05-31 Structure de toit à double pente Expired - Lifetime EP1162325B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10028262 2000-06-09
DE10028262A DE10028262A1 (de) 2000-06-09 2000-06-09 Planendachkonstruktion

Publications (3)

Publication Number Publication Date
EP1162325A2 EP1162325A2 (fr) 2001-12-12
EP1162325A3 EP1162325A3 (fr) 2003-06-04
EP1162325B1 true EP1162325B1 (fr) 2007-04-04

Family

ID=7645041

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01113328A Expired - Lifetime EP1162325B1 (fr) 2000-06-09 2001-05-31 Structure de toit à double pente

Country Status (4)

Country Link
EP (1) EP1162325B1 (fr)
AT (1) ATE358754T1 (fr)
DE (2) DE10028262A1 (fr)
PL (1) PL347964A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104100113A (zh) * 2014-08-05 2014-10-15 广汉久创石油机械有限责任公司 用于石油钻井固控系统的防雨棚及其使用方法
DE202014106083U1 (de) 2014-12-16 2015-01-14 B+P Gerüstbau Gmbh Schnell-Montage-Wetterschutzdach

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB0303500D0 (en) * 2003-02-17 2003-03-19 Baker Diane M Brackets for the use with scaffolding and the like
DK1845215T3 (da) 2006-04-15 2009-04-06 Layher W Verwaltungs Gmbh U-profilbjælke til en overdækning, en hal, en tribune, en trappe, et stillads eller et podium
CN107013051A (zh) * 2017-04-24 2017-08-04 苏州新区德力精密机械有限公司 一种活动房
CN110145028A (zh) * 2019-05-07 2019-08-20 天津大学 用于张弦结构的上部向心双索索撑节点体系
SE2250629A1 (en) * 2022-05-25 2023-11-26 Pluseight Tech Ab A temporary protective roof system
DE202022002594U1 (de) 2022-07-09 2023-04-25 Hakos Gmbh Winkelgitterträger

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US824502A (en) * 1903-06-05 1906-06-26 Edmond Molloy Frame structure.
US2828756A (en) * 1955-10-21 1958-04-01 Harold Smith J Sectional tent
US2986150A (en) * 1958-03-17 1961-05-30 Torian William Harold Means for mounting thin, flexible membranes
US2996160A (en) * 1958-07-30 1961-08-15 Acrow Eng Ltd Builder's appliances
GB985913A (en) * 1960-06-14 1965-03-10 Kwikform Ltd Improvements in or relating to builders scaffolding
LU62093A1 (fr) * 1970-11-19 1972-07-26
DE3107416A1 (de) * 1981-02-27 1982-09-16 Eberhard 7129 Güglingen Layher "tragkonstruktion fuer auf- und abbaubare ueberdachungen oder hallen"
DE8230404U1 (de) * 1982-10-29 1982-12-30 Karl Höcker Stahlbau GmbH & Co KG, 4902 Bad Salzuflen Dachbinder fuer ein zelt-traggeruest
US4586301A (en) * 1984-08-06 1986-05-06 W. P. Hickman Company Retainer clamp membrane fastening system
US4624721A (en) * 1985-06-18 1986-11-25 Sadler David E Method of using a roll of perforated plastic roofing tabs
DE3542610C2 (de) * 1985-12-03 1995-04-13 Ulrich Layher Schnell-Montage-Hallendach
DE9110828U1 (fr) * 1991-08-22 1992-01-09 Guenter Rux Gmbh, 5800 Hagen, De
US5269106A (en) * 1991-11-20 1993-12-14 Fast Truss, Inc. Modular building structure
US5333425A (en) * 1993-01-07 1994-08-02 Rubb, Inc. Tension membrane structure wrinkle elimination

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104100113A (zh) * 2014-08-05 2014-10-15 广汉久创石油机械有限责任公司 用于石油钻井固控系统的防雨棚及其使用方法
DE202014106083U1 (de) 2014-12-16 2015-01-14 B+P Gerüstbau Gmbh Schnell-Montage-Wetterschutzdach

Also Published As

Publication number Publication date
DE50112279D1 (de) 2007-05-16
ATE358754T1 (de) 2007-04-15
DE10028262A1 (de) 2001-12-13
EP1162325A2 (fr) 2001-12-12
EP1162325A3 (fr) 2003-06-04
PL347964A1 (en) 2001-12-17

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