WO2009122269A1 - Panneau structural composite bois-verre et son procédé de fabrication - Google Patents

Panneau structural composite bois-verre et son procédé de fabrication Download PDF

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Publication number
WO2009122269A1
WO2009122269A1 PCT/IB2009/005158 IB2009005158W WO2009122269A1 WO 2009122269 A1 WO2009122269 A1 WO 2009122269A1 IB 2009005158 W IB2009005158 W IB 2009005158W WO 2009122269 A1 WO2009122269 A1 WO 2009122269A1
Authority
WO
WIPO (PCT)
Prior art keywords
glass
structural
wooden
wood
panel according
Prior art date
Application number
PCT/IB2009/005158
Other languages
English (en)
Portuguese (pt)
Inventor
José Manuel BOTAS PEQUENO
Paulo Jorge De Sousa Cruz
José Alberto LEAL PACHECO
Original Assignee
Universidade Do Minho
Domingos Da Silva Teixeira, S.A
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 Universidade Do Minho, Domingos Da Silva Teixeira, S.A filed Critical Universidade Do Minho
Priority to AT09727148T priority Critical patent/ATE530720T1/de
Priority to CN2009801196365A priority patent/CN102046897A/zh
Priority to EP09727148A priority patent/EP2320002B1/fr
Publication of WO2009122269A1 publication Critical patent/WO2009122269A1/fr

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30Building 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
    • E04C2/34Building 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30Building 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
    • E04C2/34Building 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
    • E04C2/36Building 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 spaced apart by transversely-placed strip material, e.g. honeycomb panels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/54Slab-like translucent elements
    • E04C2/543Hollow multi-walled panels with integrated webs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30Building 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
    • E04C2/34Building 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
    • E04C2002/3488Building 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 spaced apart by frame like structures

Definitions

  • Curved, colored, thermally and acoustically controlled, curved, U-profile glasses (described, for example, in US6546690), photovoltaic, prismatic, glued outer glass or stapled outer glass are just some of the types or glass variants that currently constitute the state of the art of this material.
  • linear elements such as beams or pillars. And in these, tested alone or in conjunction with other materials. It is possible to point out some examples, such as the studies developed by De La Rochefocault and Manisse Olivier (in the study of Sturdy Glass Elements and their Fastening and Bonding System - WO2006128887), by Seele GMBH & CO (in the development of a metal-glass composite abutment for building facade support - DE1020060 4649), by Ulrich Knaack (also in the support and Glass Facade Bracing - DE 19651444) by the Delft Technological University (reinforcing glass beams with metal), Michel Palumbo (reinforcing glass beams with carbon fibers and other complementary safety studies - WO03023162), Graz Technology University through Bernard Freytag (in concrete-glass beams), Dortmund University in conjunction with RWTH Aachen (in metal-glass beams), or finally Lausanne EPFL by Julius Natterer and Klaus Kreher ( with wood-glass composite beam
  • the glass works structurally only in a residual manner, given that it is not laminated and the wood guaranteeing the necessary safety margin for this construction element. Coupled with the fact that it is only wood that guarantees the resistance, the bond between wood and glass is made through a rigid adhesive that immediately transmits the efforts to the glass, which weakens it.
  • Wood-glass composite beams have already been mentioned from the Hotel Palafitte in Lausanne, Switzerland, by Klaus Kreher and Julius Natterer (which, as mentioned, incorporates a different logic from the very beginning, which was developed in PhD thesis of the first, 'Tra und Betechnisch von Holz-Glas-Verbundtràgern under
  • the shutters are made of a wooden frame to which a glass plate is glued on the outside.
  • the glass cloth acts as a wood protector, but it does not give a structural role to the building, nor is it obvious that it could do so, since the structural system of the building in question is supported by a beam, thus constituting a traditional system, far from the new contemporary tectonics of wood construction.
  • Lausanne's EPFL by Yves Weinand, presents a structural bracing use of a laminar structure using these frames, and the effectiveness of the element and its mechanical capacity have to be proven, as its geometry is merely two-dimensional, it is applicable only vertically and in plane alignment, hardly hindering any buckling effect and generally having the same limitations as the previous example. On the other hand, it does not allow the integration of thermal mass and passive solar systems, which the new invention enhances.
  • Jan Wurm's 'Multifunctional glazing prototype for composite insulating glass unit with integrated solar shading' refers to a panel system integrating a shading system.
  • its structural use is very limited, resisting a low load capacity è, due to the small thickness, preventing the integration of other functionalities, and the shading itself proved ineffective - this prototype of Jan Wurm still has the difference root is not glass-wood, but glass-carbon fiber.
  • the Walch Window 04 uses the glued connection as the central element of the union between the wood and the outer glass that protects it, somewhat similar to the Amino project mentioned above. However, glass has no structural function.
  • the challenge is that the adhesive combines strength and flexibility, given the basic differences between glass (brittle) and wood (ductile to compression), which allows for even distribution of forces, reducing the brittleness of glass. avoiding the hurricanes, and the prevention of point stresses on glass surfaces.
  • Autonomous triaxial structural element (slab position, sturdy vertical slatted wall position and sturdy horizontal slatted wall position);
  • the composite wood-glass structural panel which appears to be the present invention, forms the basis of a new construction system, where these component materials, by the way they are combined, are simultaneously functional, aesthetic and structural.
  • This particular feature fits this product in the combined field of engineering and architecture, in the specific field of innovative construction technologies, both in new buildings and in the rehabilitation of existing buildings.
  • This system consists of a wooden substructure, which dictates the size of the panels. It is made up of solid wood boards arranged in parallel and spaced from each other by blocks of solid wood with a constant height. Between two plates, three blocks are always placed: two at the ends and one halfway. All of these parts are pre-drilled so that in the alignment of each block two threaded steel rods can be inserted. These bars allow the final fixation and mechanical adjustment of the wooden substructure.
  • a glass of approximately the same length is glued on each of the two sides - inner and outer - of the wooden substructure, and with the structural function of rigidifying it.
  • the characteristics of the two structural glasses differ in that they are located inside or outside. Internally a simple laminated glass is used. Exteriorly, a double-glazing glass shall be used, consisting of a single laminated glass cloth on the inside and a tempered glass cloth on the outside.
  • Figure 1 is an exploded axonometry of the panel's wooden substructure.
  • Figure 2 shows the axonometry of the wooden substructure [5] of the panel after the assembly process.
  • Figure 3 is an exploded axonometry of the different elements that make up the present invention.
  • Figure 4 shows the axonometry of the final configuration of the object of the invention.
  • Figure 5 illustrates the combination of 3 panels [16a] [16b] [16c] in position
  • Figure 6 illustrates the combination of 2 panels [17a] [17b] symmetrically
  • Figure 7 illustrates the combination of 2 panels [18a] [18b] symmetrically
  • Figure 8 illustrates the combination / type connection of the building system, highlighting the fit between vertical panels (sturdy wall) [17a] [17b] and horizontal panels (slab) [16a] [16b].
  • This is a prefabricated system made up of a wooden substructure, which dictates the size of the panels.
  • the type panel by way of example, has a total dimension of 3200 mm in length, by 1600 mm in width, and 220 mm in thickness. From this dimension it is important to retain the ratio of 1 ⁇ 2 between length and width, which gives the possibility of different combinations. However, and as a complement to the range of applications of this system there are other dimensions, such as the 2600 x 1600 mm or 1600 x 1600 mm panels. Other panel thicknesses are also possible.
  • the cost of resinous wood such as the red cone Pinus Sylvestris - is made up - in a total proportion of eight out of eleven units - of 30 mm thick plates, with the exception of the last and first two plates. incorporate different thicknesses.
  • These solid wood slabs (1) in a 220 mm wide and 3200 mm long type situation (and with the shafts in the longitudinal direction of the workpiece), are arranged parallel and spaced with solid wood blocks (2). , with a constant height of 120 mm, which constitutes said spacing. Between two plates, that is, in the ten existing gaps, three blocks are always placed: two at the ends - with dimensions of 120 x 150 x 75 mm - and one at exactly half span - with dimensions of 120 x 150 x 150 mm.
  • the three wooden boards whose thickness varies from the usual 30 mm are the first, the second and the last, respectively 1 15, 55 and 15 mm.
  • the two The former may undergo some thickness variations - which may result in the latter maintaining the same 30 mm as most if the panel is a slab - to adjust the suitability of each panel to the context in which it is used.
  • a glass (7) is placed on each of the two sides - inner and outer - of the wooden substructure (5), and with the structural function of rigidifying it. These glasses are crucial for the functional and structural performance of the assembly, hence the importance of the specificity of their characteristics. However, they also play the important role of protecting the wood from atmospheric agents.
  • Each of these windows will always have a dimension that coincides with the useful length of the panel (15) on each of its faces - interior and exterior - which in a typical situation corresponds to 3200 mm. Their width can vary between 1515 mm - if it is a horizontal structural element (slab) - or 1375 mm - if it works as a vertical supporting element (structural wall).
  • This operation of the panel as a resistant vertical element guarantees the possibility of operation in two different positions: in the first, suitable for south orientations, the positioning of the plates is horizontal (16a, 16b and 16c) (working the blocks as pillars); in the second, especially oriented to East and West orientations, the plates are arranged vertically (functioning even as pillars) (17a and 17b). It is exactly the same panel but rotated 90 °, attesting to part of its functional versatility, which can only be achieved on the basis of its structural versatility.
  • the two structural glasses differ in that they are inside or outside. A single laminated glass is used internally - in the tests carried out 6 + 6 mm glass was always tested - with an edge.
  • Exteriorly a double glazing should be used consisting of a single laminated glass cloth (similar to the inside) on the face interior and a tempered glass cloth (13) on the outside.
  • This solution enables this exterior glass to function both as a structural element - through laminated glass - and as a functional element in wood-damaging thermal, acoustic and moisture control - through the double-glazed solution.
  • the use of tempered glass on the outside allows a substantial increase in its resistance to mechanical impact and also the guarantee of safety with regard to the thermal amplitude recorded on the outside of the glass, a fact that is particularly relevant in glass. oversized.
  • the outer glass shall also provide, on the inner faces between the two cloths and in the exact projection of the gluing areas, a screen-printed black bar, in order to protect the glued bond from ultra violet radiation and to prevent any imperfections from becoming visible. collage.
  • a screen-printed black bar in order to protect the glued bond from ultra violet radiation and to prevent any imperfections from becoming visible. collage.
  • An important aspect is the possibility that the exterior laminated glass is photovoltaic, combining the structural function with the active energy function.
  • Gluing of glass to wood is done in the vast majority of the exposed area on the side faces of wood boards.
  • Its purpose will be to prevent the adhesive from spreading beyond said plate, preventing the quality of the final finish.
  • a spongy acrylic bi-adhesive tape is to be glued to the two embossed areas of the wood, which are 5 mm wide, to prevent this glue from migrating at the time of pressing.
  • the fact that the tape is bi-adhesive enables it to be bonded to wood and glass effectively. Being spongy ensures that air can be expelled and allows it to be crushed to final adjustment to the height of the glue line.
  • the gluing area is therefore 20 mm x 3200 mm on both sides of each plate.
  • the exceptions to this rule are only the last plate - which is only 15 mm and therefore glued to its full width - the second plate - where the glue is the entire length of the workpiece, but over a constant width of 40 mm because it is a sensitive load distribution zone - and on the first plate that, being 115 mm thick, the glass is glued to it only 30 mm from its face thickness and only when the panel works as a slab. This is because, in situations where the panel acts as a structural wall, the glass is only glued from the second plate, inclusive.
  • This solution which exists between the first and second boards - and in the projection of the set of the twenty small 125 x 220 x 30 mm wood boards mentioned above - allows for window frames to be inserted here on both sides of the panel. whose purpose will be the possibility of internal ventilation of the panel.
  • These frames which may be made of aluminum, will include an interior (6) and exterior (14) window, and are an integral and essential part of the passive solar system that integrates this panel. This window opening and closing exercise will be responsible for controlling the flow and movement of natural air circulation through the interior of the panel air box.
  • the face will thus have a fenestration of the top and another at its base, allowing the optimal functioning of the idealized bioclimatic system.
  • this system will require the effectiveness of an air box where it can circulate fluidly, as well as the existence of an element with sufficient thermal mass to assume as a thermal accumulator.
  • there are small gabions (11) - composed, for example, of stones from the region where the construction is to be carried out, and with granolummetry that allows adequate luminous permeability -, prefabricated with the constant dimension of 120 x 120 x 1450 mm. These fit into the spacing between plates, touching the side inside the panel until they are spaced from the inner laminated glass by only 20 mm.
  • This small space will be filled with translucent thermal insulation (9) - similar to the Okalux system capillary thickness of 20 mm - which will optimize the thermal performance of the product as well as protect the interior glass from abrasion. of the stones.
  • the gabions With the gabions having a vertical projection of 120 mm, they will necessarily be 80 mm apart from the inner face of the outer glass: this gap will be the aforementioned air box - it should be noted that this protrusion of 80 mm from the outer face of the Plates in relation to the outer surface of gabions is crucial so that in summer, unlike in winter when the sun is at a lower position, the woodworking has a necessary shading effect on the stones.
  • a stainless steel mesh - Haver & Boecker type for example - with a size of 2970 will be attached to a metal guide affixed to the facade's upper plate. x 3200 mm. Its function will be to complement the shade required for this system in the summer.
  • infrastructures it should be noted that they should also be prefabricated and able to be fitted and fastened to each other as they will be inserted in. in the panels, in particular within the voids to be filled by the gabions. In normal circumstances, the pipes pass through the inside of the gabion adapted to receive the existing row being 2 and 3 to the plates.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Laminated Bodies (AREA)
  • Securing Of Glass Panes Or The Like (AREA)
  • Panels For Use In Building Construction (AREA)
  • Building Environments (AREA)

Abstract

La présente invention concerne un panneau structural composite bois-verre destiné à la construction, dans lequel les matériaux revêtent un caractère à la fois fonctionnel, esthétique et structural. Ce panneau comprend une sous-structure de bois (5) et deux vitres structurales feuilletées simples (7), soit une sur chaque côté de la sous-structure, le collage étant effectué au moyen d'un adhésif structural monocomposé (8) à comportement semi-rigide après le séchage. La sous-structure est constituée par plusieurs plaques de bois (1) disposées en parallèle, séparées par des blocs de bois (2) et fixées avec des tiges d'acier filetées (3). Lorsqu'il est utilisé comme paroi, le panneau peut également comprendre des fenêtres coulissantes, l'une sur la face intérieure (6) et l'autre sur la face extérieure (14), de manière à permettre une ventilation.
PCT/IB2009/005158 2008-04-03 2009-04-02 Panneau structural composite bois-verre et son procédé de fabrication WO2009122269A1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
AT09727148T ATE530720T1 (de) 2008-04-03 2009-04-02 Holz-glas-strukturverbundplatte und herstellungsverfahren dafür
CN2009801196365A CN102046897A (zh) 2008-04-03 2009-04-02 木材-玻璃复合嵌板及其制造方法
EP09727148A EP2320002B1 (fr) 2008-04-03 2009-04-02 Panneau structural composite bois-verre et son procédé de fabrication

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
PT104012A PT104012B (pt) 2008-04-03 2008-04-03 Painel estrutural misto madeira-vidro e seu processo de produção
PT104012 2008-04-03

Publications (1)

Publication Number Publication Date
WO2009122269A1 true WO2009122269A1 (fr) 2009-10-08

Family

ID=40910002

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/IB2009/005158 WO2009122269A1 (fr) 2008-04-03 2009-04-02 Panneau structural composite bois-verre et son procédé de fabrication

Country Status (5)

Country Link
EP (1) EP2320002B1 (fr)
CN (1) CN102046897A (fr)
AT (1) ATE530720T1 (fr)
PT (1) PT104012B (fr)
WO (1) WO2009122269A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2538041A1 (es) * 2013-12-16 2015-06-16 Asoc. De Investigación Y Desarrollo En La Industria Del Mueble Y Afines (Aidima) Método para la fabricación de vidrio laminado con chapa de madera modificada y su uso en edificaciones
ES2538032A1 (es) * 2013-12-16 2015-06-16 Asoc. De Investigación Y Desarrollo En La Industria Del Mueble Y Afines (Aidima) Método para la fabricación de vidrio laminado con chapa de madera natural y su uso en edificaciones

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PT104073B (pt) 2008-05-21 2010-03-09 Univ Do Minho Sistema estrutural porticado misto madeira-vidro e seu processo de produção
DE102012215608B4 (de) * 2012-09-03 2015-02-19 Gerhard SEELE Statisch selbsttragendes fassadenelement
CN107395611A (zh) 2017-08-07 2017-11-24 成都牵牛草信息技术有限公司 ***中对授权操作者进行授权的方法

Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2545906A (en) * 1944-12-11 1951-03-20 Libbey Owens Ford Glass Co Multiple glass sheet glazing unit having enclosed angled metal slats
GB801790A (en) * 1956-06-14 1958-09-24 George Ingram Improvements in heat-insulating panels
CH362202A (de) * 1958-08-21 1962-05-31 Waelli Ernst Lichtdurchlässiges, plattenförmiges Bauelement
EP0560013A1 (fr) 1992-03-12 1993-09-15 Lignotrend Holzblocktafel Systeme GmbH Panneau en bois
DE19521027A1 (de) 1994-06-23 1996-08-01 Wellsteg Ag WELLSTEG-"Kammern-Element" (WE-KA-EL)
DE19651444A1 (de) 1996-12-11 1998-06-18 Ver Glaswerke Gmbh Bauteil aus einem Fachwerkträgersystem
US5828494A (en) * 1994-05-18 1998-10-27 Stremple; Paul R. Glass panel unit for refracting and dispersing light
EP0940517A1 (fr) * 1998-03-05 1999-09-08 Everlite Concept SA Cassette polycarbonate
US6134842A (en) * 1997-04-03 2000-10-24 Cheng; Chi Integrated window/light shelf system
DE20217884U1 (de) 2001-11-20 2003-01-16 Klh Massivholz Ges.M.B.H., Katsch An Der Mur Fertigteilbauelement
WO2003023162A1 (fr) 2001-09-12 2003-03-20 Michel Palumbo Element structurel utilise en particulier dans l'industrie du batiment
US6546690B1 (en) 1998-02-24 2003-04-15 Glasfabrik Lamberts Gmbh & Co. Kg Glass structural element for constructing a preferably self supporting wall, roof or ceiling section or element
WO2006128887A1 (fr) 2005-05-31 2006-12-07 Agc Flat Glass Europe Sa Element structurel de construction en verre
DE102006044649B3 (de) 2006-09-21 2007-11-29 Seele Gmbh & Co. Kg Hohles Bauelement als Stütze, Träger oder frei stehende Säule

Patent Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2545906A (en) * 1944-12-11 1951-03-20 Libbey Owens Ford Glass Co Multiple glass sheet glazing unit having enclosed angled metal slats
GB801790A (en) * 1956-06-14 1958-09-24 George Ingram Improvements in heat-insulating panels
CH362202A (de) * 1958-08-21 1962-05-31 Waelli Ernst Lichtdurchlässiges, plattenförmiges Bauelement
EP0560013A1 (fr) 1992-03-12 1993-09-15 Lignotrend Holzblocktafel Systeme GmbH Panneau en bois
US5828494A (en) * 1994-05-18 1998-10-27 Stremple; Paul R. Glass panel unit for refracting and dispersing light
DE19521027A1 (de) 1994-06-23 1996-08-01 Wellsteg Ag WELLSTEG-"Kammern-Element" (WE-KA-EL)
DE19651444A1 (de) 1996-12-11 1998-06-18 Ver Glaswerke Gmbh Bauteil aus einem Fachwerkträgersystem
US6134842A (en) * 1997-04-03 2000-10-24 Cheng; Chi Integrated window/light shelf system
US6546690B1 (en) 1998-02-24 2003-04-15 Glasfabrik Lamberts Gmbh & Co. Kg Glass structural element for constructing a preferably self supporting wall, roof or ceiling section or element
EP0940517A1 (fr) * 1998-03-05 1999-09-08 Everlite Concept SA Cassette polycarbonate
WO2003023162A1 (fr) 2001-09-12 2003-03-20 Michel Palumbo Element structurel utilise en particulier dans l'industrie du batiment
DE20217884U1 (de) 2001-11-20 2003-01-16 Klh Massivholz Ges.M.B.H., Katsch An Der Mur Fertigteilbauelement
WO2006128887A1 (fr) 2005-05-31 2006-12-07 Agc Flat Glass Europe Sa Element structurel de construction en verre
DE102006044649B3 (de) 2006-09-21 2007-11-29 Seele Gmbh & Co. Kg Hohles Bauelement als Stütze, Träger oder frei stehende Säule

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
KONRAD WACHSMANN; WALER GROPIUS, GENERAL .PANEL SYSTEM, 1941

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2538041A1 (es) * 2013-12-16 2015-06-16 Asoc. De Investigación Y Desarrollo En La Industria Del Mueble Y Afines (Aidima) Método para la fabricación de vidrio laminado con chapa de madera modificada y su uso en edificaciones
ES2538032A1 (es) * 2013-12-16 2015-06-16 Asoc. De Investigación Y Desarrollo En La Industria Del Mueble Y Afines (Aidima) Método para la fabricación de vidrio laminado con chapa de madera natural y su uso en edificaciones

Also Published As

Publication number Publication date
EP2320002A1 (fr) 2011-05-11
CN102046897A (zh) 2011-05-04
ATE530720T1 (de) 2011-11-15
PT104012A (pt) 2009-10-06
PT104012B (pt) 2010-03-31
EP2320002B1 (fr) 2011-10-26

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