EP1877632B1 - Verfahren zur herstellung einer bodenstruktur aus stahl und beton - Google Patents
Verfahren zur herstellung einer bodenstruktur aus stahl und beton Download PDFInfo
- Publication number
- EP1877632B1 EP1877632B1 EP06733379A EP06733379A EP1877632B1 EP 1877632 B1 EP1877632 B1 EP 1877632B1 EP 06733379 A EP06733379 A EP 06733379A EP 06733379 A EP06733379 A EP 06733379A EP 1877632 B1 EP1877632 B1 EP 1877632B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- steel
- concrete
- floor structure
- steel body
- bolts
- 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.)
- Not-in-force
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 84
- 239000010959 steel Substances 0.000 title claims abstract description 84
- 239000004567 concrete Substances 0.000 title claims abstract description 48
- 238000004519 manufacturing process Methods 0.000 title claims description 6
- 238000005266 casting Methods 0.000 claims abstract description 24
- 238000000034 method Methods 0.000 claims description 17
- 230000002787 reinforcement Effects 0.000 claims description 12
- 238000011065 in-situ storage Methods 0.000 claims description 5
- 230000000284 resting effect Effects 0.000 claims description 4
- 239000010865 sewage Substances 0.000 claims description 2
- 238000009423 ventilation Methods 0.000 claims description 2
- 238000005452 bending Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0645—Shear reinforcements, e.g. shearheads for floor slabs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
- E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
- E04B5/261—Monolithic filling members
- E04B5/263—Monolithic filling members with a flat lower surface
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
- E04B5/29—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated the prefabricated parts of the beams consisting wholly of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
- E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/48—Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
Definitions
- the present invention relates to a method for the production of a floor structure beam of steel and concrete.
- the invention relates to a method for the production of such a beam comprising, on the one hand, an elongate steel body, comprising a lower longitudinally extending steel plate, and a plurality of steel bolts, welded to the steel plate and extending in an upward direction from said plate and defining free spaces therebetween which extend along the entire width of the steel plate, and, on the other hand, a longitudinally extending concrete element, cast upon the steel plate and wherein the steel body is anchored by means of said bolts.
- a floor structure beam of said kind is previously known through SE-C 520 410 .
- This known beam constitutes a wholly prefabricated beam, which means that the concrete element is cast upon the steel plate before the beam is mounted at the desired installation place.
- this fact has been found to cause considerable disadvantages in certain cases.
- One such case is when it is desired, before a subsequent casting of a floor structure in situ, to place pipes, for instance sewage pipes, ventilation pipes or pipes for electric cables, in the floor structure in directions transversal to the beam.
- pipes for instance sewage pipes, ventilation pipes or pipes for electric cables
- DE-A-41 13 028 discloses a method of installing pipes in a steel/concrete structure and aims for a flexible installation.
- Upper and lower steel reinforced concrete elements are arranged with an intermediate hallowed space forming chambers.
- the intermediate space is formed by a plurality of spacers having bolts along their upper and lower opposite surfaces, which, bolts engage and secure the concrete elements.
- the thus formed chambers are used to receive pipes.
- the invention has for its purpose to provide an improved method for the production of a floor structure beam of the kind initially specified that makes it possible to avoid the above disadvantages.
- the method according to the invention proposed for said purpose is primarily characterized in that the concrete element as a whole is produced by casting concrete upon the steel plate only when the steel body has been placed in the intended position therefor in a floor structure.
- the invention eliminates the need for producing separate holes for different kinds of pipes in the beam since, once the steel body of the beam has been placed in its intended position but before any concrete element has are are been cast, said pipes are placed in the free spaces between the bolts welded upon the steel plate.
- reinforcement bars extending in the transversal direction of the steel body and projecting laterally therefrom, may be affixed to upper portions of the steel body before the step of casting the concrete element in order then to become embedded in the concrete element during the subsequent casting of said element.
- the concrete element of the beam may be produced integral with one or more concrete floor structure plates simultaneously cast in situ.
- the use of reinforcement bars affixed to the steel body of the beam offers the specific advantage of making it unnecessary, as required in respect of the above mentioned known prefabricated beam, to produce the concrete element of the beam from so-called high strength concrete, i.e. a concrete of extremely high quality, but instead to produce said element from concrete of the quality normally used for casting floor slabs in situ.
- the method according to the invention may be used for the production of floor structures comprising prefabricated hollow floor structure plates.
- the reinforcement bars are brought to extend into cavities in prefabricated hollow floor structure plates which, before casting the concrete element of the beam, are placed resting on longitudinally extending edge portions of the steel plate, said cavities being filled with concrete, at least along the length of the portions of the reinforcement bars extending into the cavities during the step of casting the concrete element.
- a steel body comprising also one or more longitudinally extending stiffening members, welded to said bolts and placed above the steel plate at a substantial vertical distance therefrom.
- a steel body wherein said bolts are arranged in two parallel rows and one longitudinally extendning stiffening member is welded to each of the two bolt rows.
- the two stiffening members may in this case be connected to each other by means of transversally extending connecting members.
- reference numeral 10 generally designates a steel body for a floor structure beam.
- Steel body 10 consists of an elongate steel plate 11, intended to be mounted in a horizonal position and a plurality of steel bolts 12 welded to plate 11 and extending in an upward direction therefrom and provided with enlarged heads 13 at their upper ends. Said bolts are arranged in two parallel rows which are located each at a certain distance from one longitudinal edge of plate 11.
- FIG 2 there is shown a steel body 10' which differs from body 10 according to Figure 1 only in that it also comprises two longitudinally extending angle steel bars 14 which are welded each to one row of bolts 12 in a position located at a certain distance from plate 11. Angle steel bars 14 have for their purpose to act as stiffening members for body 10' causing a substantial increase in the bending rigidity of said body.
- Figure 3 shows an additional modified steel body 10" which differs from body 10' according to Figure 2 only in that is also comprises a plurality of bars 15 which serve as connecting members between angle steel members 14 and extend in directions transversal to members 14 and which are welded to said members at their ends. Bars 15 have for their purpose to increase the torsional rigidity of body 10".
- a floor structure generally designated 16, which comprises a floor structure beam produced by utilizing the method according to the invention, and two only partially shown floor structure plates 24 located at opposite sides of said beam and supported by said beam.
- the floor structure beam comprises a steel body 10 according to Figure 1 and a concrete element 17 cast upon said steel body.
- Floor structure 16 is produced in the following manner. Firstly, steel body 10 is placed in the desired position and supported in said position in any suitable manner. Prefabricted form members 18, consisting of steel or concrete, are then placed in positions resting upon outer longitudinally extending edge portions of plate 11 of steel body 10. Thereupon, the concrete element 17 of the beam and the floor structure plates 24 are formed in one piece by casting concrete in situ upon form members 18 and plate 11.
- Figure 5 shows a floor structure 16' of slightly modified design.
- floor structure 16' is assumed to be produced by casting concrete plates 24 upon a form (not shown) which may be removed after the casting operation and upon which also the steel body 10 of the beam is supported during the simultaneous casting of plates 24 and concrete member 17. Therefore, any form members remaining after the casting operation and corresponding to members 18 of floor structure 16 according to Figure 4 will not exist in floor structure 16' according to Figure 5 .
- FIG. 6 shows a floor structure 16" of so-called HDF-type which comprises a floor structure beam produced by the method according to the present invention and two only partially shown prefabricated hollow slab plates 21 supported by said beam. Plates 21 are supported resting on longitudinally extending edge portions of the steel plate 11 of the beam and are provided with through cavities 22 into which pipes 19 and reinforcement bars 20 can be inserted in order then to be fixed within said cavities by filling the cavities with concrete at least along the length of the portions of reinforcement bars 20 extending into cavities 22 during the step of casting a concrete element 17 upon steel plate 11 and around bolts 12.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Composite Materials (AREA)
- Chemical & Material Sciences (AREA)
- Rod-Shaped Construction Members (AREA)
- Bridges Or Land Bridges (AREA)
- Joining Of Building Structures In Genera (AREA)
- Heat Treatment Of Steel (AREA)
- Polymerisation Methods In General (AREA)
Claims (7)
- Verfahren zur Herstellung eines Deckenkonstruktionsträgers aus Stahl und Beton, umfassend, einerseits, einen länglichen Stahlkörper (10), der eine untere, sich in Längsrichtung erstreckende Stahlplatte (11) und mehrere Stahlbolzen (12), die an die Stahlplatte (11) geschweißt sind und sich in einer Aufwärtsrichtung von der Platte erstrecken und Freiräume (23) dazwischen definieren, welche sich die gesamte Breite der Stahlplatte (11) entlang erstrecken, umfasst, und, andererseits, ein sich in Längsrichtung erstreckendes Betonelement (17), das auf die Stahlplatte (11) gegossen ist und in dem der Stahlkörper (10) mittels der Bolzen (12) verankert ist, und wobei das Betonelement (17) als Ganzes durch Gießen von Beton auf die Stahlplatte (11) hergestellt wird, nur wenn der Stahlkörper (10) in der dafür vorgesehenen Position in einer Deckenkonstruktion (16) angeordnet wurde, gekennzeichnet durch den Schritt des Anordnens von verschiedenen Arten von Rohren (19), vor dem Gießen des Betonelements, beispielsweise von Abwasserrohren, Lüftungsrohren oder Rohren für elektrische Leitungen, in den Freiräumen (23) zwischen den Stahlbolzen (12).
- Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass Bewehrungsstäbe (20), die sich in der Querrichtung des Stahlkörpers (10) erstrecken und seitlich davon vorragen, vor dem Schritt des Gießens des Betonelements (17) an oberen Abschnitten des Stahlkörpers (10) befestigt werden, um dann während des nachfolgenden Gießens des Elements in das Betonelement (17) eingebettet zu werden.
- Verfahren nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass das Betonelement (17) einstückig mit einer oder mehreren Deckenkonstruktionsplatten (24), die gleichzeitig vor Ort gegossen werden, hergestellt wird.
- Verfahren nach Anspruch 2, dadurch gekennzeichnet, dass die Bewehrungsstäbe (20) dazu gebracht werden, sich in Hohlräume (22) in vorgefertigten Hohldeckenkonstruktionsplatten (21) zu erstrecken, welche vor dem Gießen des Betonelements (17) des Trägers auf sich in Längsrichtung erstreckenden Kantenabschnitten der Stahlplatte (11) aufliegend angeordnet werden, wobei während des Schritts des Gießens des Betonelements (17) die Hohlräume (22) mindestens entlang der Länge der Abschnitte der Bewehrungsstäbe (20), die sich in die Hohlräume erstrecken, mit Beton gefüllt werden.
- Verfahren nach einem beliebigen der vorhergehenden Ansprüche, gekennzeichnet durch das Verwenden eines Stahlkörpers (10), der auch ein oder mehrere sich in Längsrichtung erstreckende Versteifungsglieder (14) umfasst, die an die Bolzen (12) geschweißt sind und oberhalb der Stahlplatte (11) in einem erheblichen vertikalen Abstand davon angeordnet sind.
- Verfahren nach Anspruch 5, gekennzeichnet durch das Verwenden eines Stahlkörpers (10), bei dem die Bolzen (12) in zwei parallelen Reihen angeordnet sind und an jede der zwei Bolzenreihen ein sich in Längsrichtung erstreckendes Versteifungsglied (14) geschweißt ist.
- Verfahren nach Anspruch 6, gekennzeichnet durch das Verwenden eines Stahlkörpers (10), bei dem die beiden Versteifungsglieder (14) mittels sich in Querrichtung erstreckender Verbindungsglieder (15) miteinander verbunden sind.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE0500998 | 2005-05-02 | ||
PCT/SE2006/000524 WO2006118528A1 (en) | 2005-05-02 | 2006-05-02 | Method for production of a floor structure of steel and concrete |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1877632A1 EP1877632A1 (de) | 2008-01-16 |
EP1877632A4 EP1877632A4 (de) | 2010-06-16 |
EP1877632B1 true EP1877632B1 (de) | 2011-10-19 |
Family
ID=37308237
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP06733379A Not-in-force EP1877632B1 (de) | 2005-05-02 | 2006-05-02 | Verfahren zur herstellung einer bodenstruktur aus stahl und beton |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP1877632B1 (de) |
AT (1) | ATE529581T1 (de) |
DK (1) | DK1877632T3 (de) |
NO (1) | NO338839B1 (de) |
SE (1) | SE530934C2 (de) |
WO (1) | WO2006118528A1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106284788A (zh) * | 2016-09-18 | 2017-01-04 | 中核能源科技有限公司 | 一种单侧钢板混凝土空心组合屋盖 |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2504720B (en) * | 2012-08-07 | 2014-07-16 | Laing O Rourke Plc | Joints between precast concrete elements |
CN110258777A (zh) * | 2019-08-02 | 2019-09-20 | 三一筑工科技有限公司 | 装配式钢结构-混凝土混合结构体系和低层住宅建筑 |
CN111088813A (zh) * | 2019-12-13 | 2020-05-01 | 中建城市建设发展有限公司 | 一种柱体构件基础预埋固定装置及其施工方法 |
CN112343232B (zh) * | 2020-10-30 | 2022-06-03 | 山东建筑大学 | 一种组合式楼板、建筑物及施工方法 |
CN115030383B (zh) * | 2022-07-20 | 2024-03-26 | 东南大学 | 一种全装配式楼盖的螺栓式节点连接装置 |
Family Cites Families (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4309125A (en) * | 1980-10-06 | 1982-01-05 | Richardson George S | Integrated bridge construction |
US4527372A (en) * | 1983-04-26 | 1985-07-09 | Cyclops Corporation | High performance composite floor structure |
DE3520129A1 (de) * | 1985-06-05 | 1986-12-11 | Stahlbau Michael Lavis Söhne, 6050 Offenbach | Stahlverbunddecke |
FR2627526A1 (fr) * | 1988-02-19 | 1989-08-25 | Roret Jean | Procede de fabrication d'une structure mixte beton-metal et structure ainsi obtenue |
JPH02311640A (ja) * | 1989-05-25 | 1990-12-27 | Takenaka Komuten Co Ltd | 合成床の構築方法 |
DE4113028C2 (de) * | 1991-04-20 | 1995-05-04 | Grimm Friedrich Bjoern | Stahlbetondecke |
US5493833A (en) * | 1992-05-06 | 1996-02-27 | Trw Inc. | Welding stud and method of forming same |
FR2698111B1 (fr) * | 1992-11-18 | 1995-02-03 | Razel Freres Entr | Procédé de construction d'un tablier de pont comportant une dalle en béton supportée par des poutres métalliques longitudinales. |
DE29507704U1 (de) * | 1995-05-12 | 1995-07-06 | Quinting, René, 48163 Münster | Stahlbetonfertigteil zur Herstellung flüssigkeitsdichter Betonwannen oder -becken |
JP2001032428A (ja) * | 1999-07-22 | 2001-02-06 | Taisei Corp | 床版の構築方法 |
SE520410C2 (sv) | 2000-10-19 | 2003-07-08 | Nils-Gustav Svensson | Prefabricerad bjälklagsbalk |
WO2003074810A1 (en) * | 2002-03-01 | 2003-09-12 | Nils-Gustav Svensson | Building beam |
AU2002951787A0 (en) * | 2002-10-02 | 2002-10-17 | University Of Western Sydney | A composite beam |
US6807789B1 (en) * | 2003-05-23 | 2004-10-26 | Daewoo Engineering & Construction Co., Ltd | Steel-concrete composite beam using asymmetric section steel beam |
-
2006
- 2006-05-02 WO PCT/SE2006/000524 patent/WO2006118528A1/en active Application Filing
- 2006-05-02 EP EP06733379A patent/EP1877632B1/de not_active Not-in-force
- 2006-05-02 AT AT06733379T patent/ATE529581T1/de not_active IP Right Cessation
- 2006-05-02 DK DK06733379.9T patent/DK1877632T3/da active
-
2007
- 2007-08-27 SE SE0701921A patent/SE530934C2/sv not_active IP Right Cessation
- 2007-11-05 NO NO20075590A patent/NO338839B1/no not_active IP Right Cessation
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106284788A (zh) * | 2016-09-18 | 2017-01-04 | 中核能源科技有限公司 | 一种单侧钢板混凝土空心组合屋盖 |
Also Published As
Publication number | Publication date |
---|---|
NO20075590L (no) | 2007-12-03 |
NO338839B1 (no) | 2016-10-24 |
EP1877632A1 (de) | 2008-01-16 |
EP1877632A4 (de) | 2010-06-16 |
SE0701921L (sv) | 2007-08-27 |
ATE529581T1 (de) | 2011-11-15 |
WO2006118528A1 (en) | 2006-11-09 |
SE530934C2 (sv) | 2008-10-28 |
DK1877632T3 (da) | 2012-01-23 |
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