EP2686497B1 - Module de paroi pour la construction d'un ouvrage - Google Patents
Module de paroi pour la construction d'un ouvrage Download PDFInfo
- Publication number
- EP2686497B1 EP2686497B1 EP12709283.1A EP12709283A EP2686497B1 EP 2686497 B1 EP2686497 B1 EP 2686497B1 EP 12709283 A EP12709283 A EP 12709283A EP 2686497 B1 EP2686497 B1 EP 2686497B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- wall
- connection
- reinforcing bars
- plates
- wall element
- 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.)
- Active
Links
- 230000003014 reinforcing effect Effects 0.000 claims description 73
- 239000004567 concrete Substances 0.000 claims description 12
- 230000000295 complement effect Effects 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims 7
- 230000000149 penetrating effect Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 description 23
- 210000000078 claw Anatomy 0.000 description 11
- 239000002184 metal Substances 0.000 description 10
- 230000002787 reinforcement Effects 0.000 description 7
- 239000002131 composite material Substances 0.000 description 5
- 238000013439 planning Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 3
- 238000004880 explosion Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000011178 precast concrete Substances 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000002360 explosive Substances 0.000 description 2
- 238000005304 joining Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 238000005457 optimization Methods 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 230000004069 differentiation Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000002028 premature Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000009436 residential construction Methods 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Images
Classifications
-
- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
-
- 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
-
- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
- E04B2/62—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members the members being formed of two or more elements in side-by-side relationship
-
- 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
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
- E04C5/125—Anchoring devices the tensile members are profiled to ensure the anchorage, e.g. when provided with screw-thread, bulges, corrugations
Definitions
- the invention relates to a trained as a precast concrete wall module for the construction of a building. It further relates to a building produced using such wall modules, in particular an operating or plant building of a nuclear power plant.
- Safety-related buildings of nuclear facilities such as those buildings that house the emergency generators, have so far been almost exclusively designed as a local concrete construction.
- the prefabricated construction tried and tested in ordinary residential construction has so far practically not been used.
- a reduction is possible by means of systems which make it possible to flexibly plan the desired rooms and their occupancy with prefabricated modules.
- a wall module having the features of the preamble of claim 1 is known from US 2,920,475 A known. There, any manufacturing and alignment inaccuracies in the assembly of the wall modules are compensated by holes in connecting elements using a reamer or a router are expanded accurately before bolts are inserted with the most accurate fit.
- DE 2 216 302 A1 discloses a connecting element for reinforcing bars of precast concrete components with a clearance within an axial bore.
- the invention has for its object to provide a wall module of the type mentioned, which can be combined with other such wall modules in a simple way to a building, especially a building or complex of buildings, and connect, which is designed not only for ordinary operating loads, but about it
- unlikely extreme loads - individually or in combination - withstand such as flooding, earthquakes, continuous rain, ice loads, wind loads, hurricanes, extreme ambient temperatures, impact of projectiles, plane crashes, etc.
- wall module is here interpreted broadly and includes in addition to inner and outer wall sections (side walls) of a building in particular also floor and ceiling panels.
- Flat, flat wall modules in particular with a rectangular base, although preferred - but the wall modules can also be curved, so that For example, the construction of a curved wall section or a cylindrical building (reactor building, etc.) is possible.
- connecting elements - at least primarily - for a non-positive connection with each other, in particular by screwing or clamping, are designed.
- a positive connection may be provided, in particular for securing previously prepared screw.
- At least two parallel reinforcing rods are combined to form a unit and connected at the end to the same connecting element.
- the respective wall module can be part of a side wall or a top wall or base plate, that is, it is aligned either vertically or horizontally. Accordingly, both vertical and horizontal reinforcing bars with attached vertical or horizontal connecting elements are provided in the installation or mounting state to connect both side wall modules with each other and ceiling wall modules with each other and with each other.
- a wall module in the mounting state horizontally extending reinforcing bars fixedly connected to the end having at least one support plate support member, in particular welded, wherein the respective support plate is embraced by a U-shaped saddle element with a base plate and two leg plates, and wherein the leg plates in turn firmly connected to an associated horizontal connecting element, in particular welded.
- the saddle element is preferably made in one piece.
- the saddle element expediently rests with its base surface on an end face of the holding plate and is dimensioned in particular with regard to the distance between the leg plates in such a way that the abovementioned flexible seat is realized. That is, the required flexibility of the connection is preferably realized in this variant by the displaceability of the saddle element relative to the holding plate.
- the respective support element consists of a single block-shaped holding plate, which is firmly connected to a total of two reinforcing bars, in particular welded.
- the respective support element comprises two parallelepiped retaining plates, which are connected to one another via two parallelepipedal cross plates, wherein the support element is fixedly connected, in particular welded, to four associated reinforcing rods, and wherein each of the two retaining plates is encompassed by a saddle element connected to a horizontal connecting element is.
- a connection unit located in the wall module therefore comprises a total of four parallel reinforcing rods which are each provided at the end with a connection unit having two connecting elements.
- the frame-like support element in this variant can also be made in one piece in a preferred embodiment.
- the respective horizontal connecting element in the female version comprises a sleeve provided with an internal thread and complementary male version with an externally threaded threaded bolt with associated lock nut, wherein the male connecting element and the female connecting element in the connected state, preferably in the manner of a turnbuckle interact.
- the respective bush is expediently screwed to the end facing the support element on a threaded bolt, which is provided for attachment to the saddle element.
- leg plates of the respective saddle element are aligned parallel to the horizontally extending reinforcing bars and parallel thereto receiving slots, which are delimited by slot edges, wherein the respective threaded bolt of the associated connecting element along the receiving slots pressed between the leg plates and in the Area of the slot edges firmly connected to the leg plates, in particular welded.
- a wall module in which in the assembled state vertically extending reinforcing bars fixedly connected to the end of a support member, in particular welded, which has a recess for performing a provided with an external thread tappet, in conjunction with two unscrewed anchor nuts and possibly existing Engaged by the threaded bolt anchor plates is effective as a vertical connection element.
- the threaded bolt has a slightly smaller diameter than the surrounding seat, which is realized in particular by an associated recess in the support member or by a corresponding recess in an anchor plate.
- the respective support element comprises four parallelepiped-shaped frame plates connected in the manner of a rectangular frame, two frame plates lying opposite each other being designed as holding plates and firmly connected, in particular welded, to a reinforcing bar.
- a vertical connection unit in the wall module thus preferably has two reinforcing bars.
- an embodiment of the wall module is advantageous in which the wall body has a shell, an inner shell and an intermediate core filling in the manner of a sandwich construction, wherein the outer shell and the inner shell via reinforcing elements, in addition to the reinforcing bars of the connection units further elements may be sheared together.
- a building which is composed of a plurality of interconnected via the flexible connecting elements wall modules of the type mentioned, meets the requirements mentioned above in an excellent manner.
- the system can be applied to all buildings which, due to their function in the installations, must withstand the external and internal events mentioned. This means that the system is not only applicable to nuclear power plants, but it can also be used in chemical, military and other fields.
- the element connections are designed so that the specified reinforcement values are to be transferred in the form of a full thrust (100% power transmission).
- Each reinforcing rod is connected to the reinforcement of the follow-up component in such a design, regardless of whether the possible strength is achieved.
- the prefabricated building element system according to the invention has, in an advantageous variant, a wall thickness of only 0.40 m and an optional facing shell with a thickness of about 0.10 m. Thus all loads and load connections described above are reliably absorbed.
- the advantages achieved by the invention are in particular that, by providing a "modular system" with prefabricated, standardized wall modules or wall profiles, which are provided with high-quality and flexible connections or connections, which have always been known from the conventional prefabrication advantages in terms Planning and execution time as well as costs and efficiency can be transferred to the construction of buildings for nuclear power plants.
- the invention is not limited to such uses, but may also be used, for example, for non-nuclear industrial plants, military equipment or even buildings, such as in high earthquake-prone areas.
- the wall modules 2 according to the present invention are designed as prefabricated concrete components with connecting units 4 partially cast in the concrete, wherein connecting elements 6 project outwardly from the respective wall body 8 for connection to complementary connecting elements 6 of corresponding neighboring modules.
- connection unit 4 comprises two parallel, equal long reinforcing bars 10, which are welded at their respective ends to the end faces of a cuboid holding plate 12.
- the respective holding plate 12 is encompassed by a U-shaped saddle element 14, which has a base plate 16 and two leg plates 18.
- the respective saddle element 14 is preferably made in one piece (here, however, a composite of several parts variant is shown) and aligned such that the leg plates 18 to some extent form an extension of the reinforcing bars 10 to the outside, which in turn outwardly in the form of a parallel to the Reinforcing bars 10 aligned connecting element 6 continues.
- the respective connecting element 6 comprises an externally threaded threaded bolt 20 which engages at its inner end between receiving slots 22 of the two associated leg plates 18 and is welded to the slot edges 24 with the leg plates 18.
- the outer end of the respective threaded bolt 20 is provided either in a female version with an internally threaded bush 26 or male version with a lock nut 28 so that between complementary connecting elements 6 adjacent wall modules 2, a corresponding non-positive connection in the manner of a turnbuckle connection can be produced ,
- FIG. 7 illustrated second type of horizontal connection unit 4 is, as regards the operation, constructed quite anlog, but has twice the number of connecting elements 6 and reinforcing bars 10 on. There are therefore provided on each side two mutually parallel, each surrounded by a saddle element 14 with associated connecting element 6 holding plates 12, wherein the holding plates 12 are connected to each other via transverse plates 30.
- the frame formed from holding plates 12 and transverse plates 30 may be made in one piece.
- the reinforcing bars 10 are welded to the end faces of the holding plates 12, alternatively to the transverse plates 30. In this way, on each side of the connection unit 4, as it were, a double turnbuckle connection can be realized, which has the flexibility described above.
- FIG. 8th shows a vertical connection unit 4 with basically similar operating principle, but in detail different structure of the connecting elements 6.
- the two reinforcing bars 10 are here namely the end welded to a four frame plates 32 formed rectangular frame.
- anchor plate 36 is welded to the frame plates 32.
- the diameter of the recess 34 is dimensioned such that a threaded bolt 38, which is also referred to as an anchor bolt, can be pushed through with a certain clearance, that is to say with the formation of an annular gap.
- An anchor nut 40 is used for solidifying and fixing a connection produced with a counterpart of an adjacent wall module 2, which is likewise fixed there by means of a corresponding armature plate 36, which is penetrated by the threaded bolt 38.
- a differentiation according to male and female connection type is not absolutely necessary, but can of course be provided in an alternative embodiment.
- clamping bushes or the like can again be used here in order to connect the opposing ends of threaded bolts 38 of adjacent wall modules 2 to one another.
- the vertical connection just like the horizontal connection, allows a certain flexibility perpendicular to the longitudinal direction of the reinforcing bars 10 of at least 2 millimeters, preferably at least 5 millimeters adjustment margin.
- welds 42 All components and components that are composed in the figures of individual components welded together (welds 42), in an alternative embodiment can also be made in one piece, such as cast or produced by cold or hot forming.
- connectors described below may be substituted for those in the FIG. 1 to 11 shown and described connector - there called “fasteners” - occur and replace them partially or completely or combined or interact with them in a variety of ways.
- FIG. 12 to 30 Several embodiments of connector systems according to the invention for wall modules in reinforced concrete prefabricated design will be explained in more detail with reference to drawings.
- the building is designed as a solid construction of prefabricated elements or prefabricated modules made of reinforced concrete in the form of wall, ceiling, corner elements and the like, hereinafter briefly summarized by the term “wall module”, the term “ Wall element "is used synonymously.
- wall module the term “ Wall element”
- the connections between the prefabricated elements are handled with special connectors or connector systems based on screw connections.
- the prefabricated wall modules can be combined almost anywhere.
- the screw connections meet the requirements for cyclic alternating stresses under seismic action or comparable natural events as well as for extraordinary loads, eg. B. explosions or impact loads.
- FIG. 12 A wall section composed of three similar, rectangular wall modules 2 is exemplary in FIG FIG. 12 shown in perspective.
- precast elements are continuous, d. H. preferably arranged over the entire edge length of one or more elements extending U-beam, which are provided according to the reinforcement distances of the reinforcing grid with cuts / slots. To compensate for tolerances these are to be provided with excess over the inserted through screw connections of the reinforcing bars.
- the thickness of the U-beams should be at least 20 mm, 25 mm is recommended.
- the connection to the concrete elements is made with nuts, which are screwed onto the protruding reinforcing rods or rods with threaded ends.
- the U-beams are pushed under the connectors and screwed.
- This connection type is exemplary in FIG. 13 and FIG. 14 illustrated.
- FIG. 13 a section through a vertically oriented wall module 2, here with an associated attachment shell 1003.
- the U-beam 1004 can be seen, via which the connection is made to the adjacent wall modules not shown here.
- the U-beams 1004 rest respectively with their legs 1006 on the edge surfaces of the associated wall modules and to a certain extent form spacers between adjacent wall modules.
- the projecting from the wall element, there provided with an external thread ends (screw terminals) of the reinforcing rods 10 are guided by associated slots in the leg of the U-beam and in each case by a screwed from the outside counter nut 1010th secured.
- the holes / elongated holes in the legs 1006 of the U-beams 1004, through which the ends of the reinforcing bars 10 are guided, are generously dimensioned in diameter so that the reinforcing bars 10 have corresponding clearance with loosened locknuts 1010, preferably at least 5 mm in each Direction.
- the reinforcing bars 10 advantageously pass through the entire wall module 2 from edge to edge or from junction to junction, respectively. That is, the respective reinforcing bar 10 has at each of its two ends a connector of the type described above which interacts with an associated connector of the adjacent wall module.
- the two connectors at the opposite ends of a reinforcing bar 10 are preferably of the same type and have a similar dimensioning. The same applies to the further connection types described further below.
- FIG. 14 shows the connection thus produced between two wall modules in plan view. Of the wall modules themselves, only the horizontal reinforcing bars 10 are visible in this simplified representation.
- both vertical and horizontal connections between adjacent wall modules can be made in this way.
- box-type screw connection (box) described below is also suitable for both horizontal and vertical connections.
- This connection type is based on FIG. 15 to FIG. 18 illustrated.
- FIG. 15 shows FIG. 15 in the left half of a perspective view of the reinforcement grid 1012 of a rectangular wall module 2 with each end connected to the reinforcing bars 10 boxes 1014.
- the right half of the wall module 2 is shown in the delivery state with applied concrete casting compound.
- Each of the boxes 1014 is connected when joining the wall modules 2 with a corresponding box 1014 of the adjacent wall module 2 by means of a screw connection.
- FIG. 16 shows a longitudinal section through such interconnected box-box combination at the junction of two wall modules.
- FIG. 17 and FIG. 18 show two in FIG. 16 accordingly marked with Roman numerals cross sections.
- the respective box 1014 is connected and fixed to the end of a reinforcing bar 10. This is done via a so-called LENTON ringmuffenitati 1016 or similar.
- the conically tapered, provided with an external thread end of the reinforcing rod 10 is in a complementarily shaped threaded sleeve Screwed screw 1018 or screw, which forms an integral part of the box 1014.
- the connection of the two identically constructed boxes 1014 with each other by an internal connecting pin 1020, which is provided at both ends with an external thread and an associated bolt channel 1022 passes through.
- the screwed-on locknuts 1024 each act on an intermediate anchoring plate 1026 which defines the bolt channel 1022 defining annular sleeve 1028 of the associated box 1014 and thus fix the arrangement.
- the annular end face 1030 of the respective annular sleeve 1028 thereby forms an abutment surface which is effective as a stop for the anchoring plate 1026 designed in the manner of a slotted washer.
- the annular sleeves 1028 of the two boxes 1014 and thus the two boxes 1014 as a whole are thereby pressed firmly against one another in the clamped state.
- the inner diameter of the bolt channel 1022 is greater than the outer diameter of the connecting bolt 1020
- the respective anchoring plate 1026 within the enclosure formed by the walls of the box 1014 has sufficient freedom of movement, and finally also a sufficiently large axial gap between the respective lock nut 1024 and its opposite threaded sleeve / screw sleeve 1018, a very adaptable connection is created.
- the given when not yet tightened locknuts 1024 movement space in all three spatial directions is preferably at least 5 mm.
- FIG. 19 to FIG. 25 Another type of connection, also suitable for both horizontal and vertical connections, is in FIG. 19 to FIG. 25 illustrated.
- FIG. 21 A single connector is in FIG. 21 in perspective and in FIG. 22 shown in a plan view.
- FIG. 23 to FIG. 25 show different sections through individual components of the connector.
- the respective reinforcement bar 10 of the wall module 2 is anchored at the end in an end plate 1034, also referred to as a terminator.
- an end plate 1034 also referred to as a terminator.
- screwing such as using a LENTON ringmuffenitati or the like, wherein the threaded sleeve 1036 or screw sleeve is positively inserted and fixed in a corresponding bore through the end plate 1034 (see FIG. 24 ).
- connection of two end plates 1034 again takes place via bolts 1038, pass through the corresponding holes through the end plates 1034 and secured by nuts 1040.
- the inner diameter of the bolted through 1038 holes in the end plates 1034 is greater than the outer diameter of the respective bolt 1038, so that with loosened or loosened nuts 1040, the desired freedom of movement (ie game) of preferably more than 5 mm in all directions is realized. This is for example FIG. 24 and FIG. 25 out.
- the length of the bolt 1038 is expediently dimensioned such that in the final assembly state, a significant gap between the two interconnected end plates 1034 remains.
- gaps are advantageously in the completion of the composite of the wall modules 2 building with a filling material, such as fine-grained concrete or mortar shed. This also applies mutatis mutandis to the gaps, joints and spaces at the joints of adjacent wall modules in the other types of connection described here.
- Detectable reinforcing grid 1012 is typically on the order of 200 mm. This value should also be taken as the basis for the other connection variants described here, it being understood that considerable variations are possible depending on the application.
- a typical value for the diameter of the bolts 1038 is on the order of 20 mm or more.
- This connection has a certain similarity to the screw connection type U-beam.
- the screwing of the reinforcing bars is not handled with sleeves, but it metal screws are screwed onto the ends of the reinforcing bars, which ensure the full blow.
- a metal plate is screwed onto the U-carrier, which completes the carrier profile to the closed rectangular ring.
- the gap between the wall modules is expediently potted again.
- FIG. 26 This is exemplary in FIG. 26 in perspective and in FIG. 27 shown in section.
- the metal claw 1046 connected to the respective reinforcing rod 10 It is designed in one piece and has a threaded sleeve 1048 screwed onto the reinforcing rod 10 and a retaining leg 1050 arranged at right angles thereto.
- the end of the reinforcing bar 10 with the threaded sleeve 1048 is guided through a significant clearance hole in the leg 1052 of the U-beam 1054, so that the holding leg 1050 of the metal claw 1046 is held in the interior of the U-beam 1054.
- the screwed onto the U-beam 1054 metal plate 1058 closes the U-profile to a box.
- the box disposed between the two wall modules 2 connected together preferably extends over the entire edge length thereof.
- the reinforcing rods 10 are provided at the end with screwed metal claws 1060 analogous to the connection of the type claw I.
- the U-bracket 1062 does not extend over several or all connections of a side edge of the respective wall module 2, but only via the connector itself.
- the fixation is carried out by perpendicular to the longitudinal axis of the reinforcing bars 10 extending screws 1064, as in FIG. 28 in perspective and in FIG. 29 is shown in section.
- connection means which are inserted in corresponding recesses in the wall modules become. This ensures the possibility of tensile force transmission of the corresponding wall joint.
- connection system is exemplified in FIG. 30 illustrated by a section through two interconnected wall modules 2.
- two double-headed anchors 1070 arranged at right angles to each other are combined to form an anchor cross 1072.
- the two double-headed anchors 1070 can be firmly connected to one another at the point of intersection of the anchor cross 1072.
- the anchor cross 1072 can also be cast in one piece.
- Each double-headed anchor 1070 has two thickened, radially projecting heads 1074, which are integrally formed on an anchor rod 1076, and which are fixed in a form-fitting manner in corresponding recesses or grooves of the respective associated wall module 2.
- the recesses are expediently potted with a filling material, such as mortar or lightweight concrete.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
- Foundations (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Load-Bearing And Curtain Walls (AREA)
Claims (16)
- Elément paroi (2) réalisé sous la forme d'un élément préfabriqué en béton pour ériger un édifice, possédant un corps de paroi (8) présentant une surface de base régulière et un nombre de bords, ayant une pluralité de barres d'armature (10) coulées dans le corps de paroi (8) et formant dans leur ensemble un grillage d'armature régulier, chacune des barres d'armature (10) pénétrant le corps de paroi (8) essentiellement de bord à bord et étant pourvue, sur leurs bouts, d'éléments de liaison (6) conçus de manière à produire une liaison à des éléments de liaison (6) complémentaires d'un élément paroi (2) directement adjacent, caractérisé en ce que chaque élément de liaison (6) est relié, avec jeu, à la barre d'armature (10) y associé de manière à être déplaçable dans un plan perpendiculaire à la direction longitudinale de la barre d'armature (10) sur tous les côtés par au moins 2 millimètres par rapport à une position centrale prédéfinie.
- Elément paroi (2) selon la revendication 1, présentant une surface de base rectangulaire et quatre bords, chacune des barres d'armature (10) s'étendant en parallèle avec les bords.
- Elément paroi (2) selon la revendication 1 ou 2, dans lequel une déplaçabilité par au moins 5 millimètres est garantie.
- Elément paroi (2) selon l'une quelconque des revendications 1 à 3, dans lequel les éléments de liaison (6) sont conçus pour un engagement à force l'un avec l'autre, en particulier par vissage.
- Elément paroi (2) selon l'une quelconque des revendications 1 à 4, dans lequel à chaque fois au moins deux barres d'armature (10) s'étendant en parallèle sont combinées de manière à former une unité de liaison (4) et sont reliées par leurs bouts au même élément de liaison (6).
- Elément paroi (2) selon l'une quelconque des revendications 1 à 5, dans lequel, à l'état assemblé, des barres d'armature (10) s'étendant en direction horizontale sont reliées fermement, en particulier par soudage, par leurs bouts, à au moins un élément porteur comprenant une plaque de support (12), la plaque de support (12) respective étant enveloppée par un élément selle (14) en forme d'U, ayant une plaque de base (16) et deux plaques de branche (18), les plaques de branche (18), de leur côté, étant reliées fermement, en particulier par soudage, à un élément de liaison (6) horizontal y associé.
- Elément paroi (2) selon la revendication 6, dans lequel l'élément porteur respectif consiste en une seule plaque de support (12) cuboïdale qui est reliée fermement, en particulier par soudage, à deux barres d'armature (10) au total.
- Elément paroi (2) selon la revendication 7, dans lequel l'élément porteur respectif comprend deux plaques de support (12) cuboïdales qui sont reliée l'une à l'autre par deux plaques transversales (30) cuboïdales, l'élément porteur étant relié fermement, en particulier par soudage, à quatre barres d'armature (10) y associées et chacune des deux plaques de support (12) étant enveloppées par un élément selle (14) relié à un élément de liaison (6) horizontal.
- Elément paroi (2) selon l'une quelconque des revendications 6 à 8, dans lequel l'élément de liaison (6) horizontal respectif comprend, dans la réalisation femelle, une douille (26) pourvue d'un filet intérieur et, dans la réalisation mâle complémentaire, un boulon fileté (20) pourvu d'un filet extérieur avec contre-écrou y associé (28), l'élément de liaison (6) mâle et l'élément de liaison (6) femelle concourant en état relié à la façon d'un tendeur.
- Elément paroi (2) selon la revendication 9, dans lequel la douille (26) respective est vissée, par son bout en regard de l'élément porteur, sur un boulon fileté (20) prévu pour fixation à l'élément selle (14).
- Elément paroi (2) selon la revendication 10, dans lequel les plaques de branche (18) de l'élément selle (14) respectif s'étendent en parallèle avec les barres d'armature (10) s'étendant en direction horizontale et comprennent des fentes de logement (22) qui s'étendent en parallèle avec dites barres d'armature (10) et sont limitées par des bords de fente (24), le boulon fileté (20) respectif de l'élément de liaison (6) y associé étant pressé entre les plaques de branche (18) le long des fentes de logement (22) et étant reliés fermement, en particulier par soudage, aux plaques de branche (18) dans la région des bords de fente (24).
- Elément paroi (2) selon l'une quelconque des revendications 1 à 11, dans lequel, à l'état assemblé, des barres d'armature (10) s'étendant en direction verticale sont reliées fermement, en particulier par soudage, par leurs bouts, à un élément porteur qui comprend un creux pour passer un boulon fileté (38) pourvu d'un filet extérieur, dit boulon fileté (38), en concours avec deux écrous d'ancrage (40) vissés et des plaques d'ancrage (36) éventuellement présentes pénétrées par le boulon fileté (38), agissant comme un élément de liaison (6) vertical.
- Elément paroi (2) selon la revendication 12, dans lequel l'élément porteur respectif comprend quatre plaques de cadre (32) cuboïdales reliées l'une à l'autre à la façon d'un cadre rectangulaire, deux plaques de cadre (32) opposées l'un à l'autre étant reliées fermement, en particulier par soudage, à chaque fois à une barre d'armature (10).
- Elément paroi (2) selon l'une quelconque des revendications 1 à 13, dans lequel le corps de paroi (8) comprend une coque extérieure, une coque intérieure et un remplissage central entre les deux, à la façon d'une construction sandwich, la coque extérieure et la coque intérieure étant reliées l'une à l'autre de manière résistante au cisaillement à l'aide d'éléments d'armature.
- Edifice composé d'une pluralité d'éléments paroi (2) reliés l'un à l'autre à l'aide d'éléments de liaison (6), selon l'une quelconque des revendications 1 à 14.
- Edifice selon la revendication 15, dans lequel des joints éventuels entre les éléments paroi (2) et des creux éventuellement présents dans la région des éléments de liaison (6) dans le corps de paroi (8) respectif sont coulés avec une masse de remplissage, en particulier avec du béton.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL12709283T PL2686497T3 (pl) | 2011-03-16 | 2012-02-28 | Moduł ścienny do wzniesienia budowli |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102011014179A DE102011014179A1 (de) | 2011-03-16 | 2011-03-16 | Wandmodul zur Errichtung eines Bauwerks sowie zugehöriges Bauwerk |
DE102012001167 | 2012-01-24 | ||
PCT/EP2012/000856 WO2012123067A1 (fr) | 2011-03-16 | 2012-02-28 | Module de paroi pour la construction d'un ouvrage et ouvrage correspondant |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2686497A1 EP2686497A1 (fr) | 2014-01-22 |
EP2686497B1 true EP2686497B1 (fr) | 2015-09-09 |
Family
ID=45852505
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP12709283.1A Active EP2686497B1 (fr) | 2011-03-16 | 2012-02-28 | Module de paroi pour la construction d'un ouvrage |
Country Status (11)
Country | Link |
---|---|
US (1) | US20140013699A1 (fr) |
EP (1) | EP2686497B1 (fr) |
JP (1) | JP5985519B2 (fr) |
KR (1) | KR102043979B1 (fr) |
CN (1) | CN103459732B (fr) |
AR (1) | AR085418A1 (fr) |
HU (1) | HUE025855T2 (fr) |
PL (1) | PL2686497T3 (fr) |
RU (1) | RU2615538C2 (fr) |
TW (1) | TWI551754B (fr) |
WO (1) | WO2012123067A1 (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102016216771A1 (de) | 2016-09-05 | 2018-03-08 | Max Aicher Gmbh & Co. Kg | Mehrschichtwand für ein Bauwerk |
DE102018220289B4 (de) | 2018-02-15 | 2022-01-13 | Max Aicher Gmbh & Co. Kg | Mehrschichtwand für die Aufnahme einer dynamischen Beanspruchung in einem Bauwerk |
Families Citing this family (25)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102012219209A1 (de) | 2012-10-22 | 2014-04-24 | Areva Gmbh | Wandelement für Gebäude in Fertigbauweise |
CN103334535B (zh) * | 2013-07-09 | 2015-08-19 | 普帝龙绿色建筑研发(重庆)有限公司 | 高承重快拆装式建筑模块及其制造方法和建筑构建方法 |
US9984251B2 (en) | 2014-05-12 | 2018-05-29 | Wells Fargo Bank, N.A. | Profile management |
DE102015200105A1 (de) * | 2014-08-18 | 2016-02-18 | Drössler GmbH Umwelttechnik | Betonkonstruktion in Modulbauweise |
JP5791777B1 (ja) * | 2014-11-06 | 2015-10-07 | 鹿島建設株式会社 | 接合構造及び接合方法 |
DE102015224118A1 (de) * | 2015-12-02 | 2017-06-08 | B.T. Innovation Gmbh | Spannschloss mit Adapter zum Verbinden von Betonfertigteilen |
DE102016106526A1 (de) * | 2016-04-08 | 2017-10-12 | Wobben Properties Gmbh | Verbindungskörper und Verfahren zum Verbinden von Teilringsegmenten |
EA039205B1 (ru) * | 2016-04-28 | 2021-12-17 | Лукобит Аг | Система межстенового соединения готовых стен жесткости и способ их соединения |
CN106555447B (zh) * | 2016-09-30 | 2022-02-11 | 中国建筑股份有限公司 | 带有预埋接缝梁段的t形柔性接缝连肢墙及其施工方法 |
GB2562741A (en) * | 2017-05-23 | 2018-11-28 | Rolls Royce Power Eng Plc | Protective superstructure for a nuclear power plant |
CN108343176B (zh) * | 2018-04-27 | 2023-07-04 | 中铁建工集团有限公司 | 预制装配式混合剪力墙结构 |
WO2019221665A1 (fr) * | 2018-05-17 | 2019-11-21 | Kcl Consultants Pte Ltd | Raccord ppvc |
CN110700420A (zh) * | 2018-07-10 | 2020-01-17 | 周兆弟 | 一种装配式建筑的预制墙体和装配结构及其施工方法 |
KR102110559B1 (ko) * | 2018-11-23 | 2020-06-08 | 한국건설기술연구원 | 연결성능이 보강된 벽체구조물 및 그 시공방법 |
CN109763586B (zh) * | 2019-01-18 | 2024-05-14 | 湖南远大建工股份有限公司 | 一种预制墙板连接节点及其施工方法 |
CN109930716B (zh) * | 2019-03-30 | 2021-01-12 | 山东汇源杭萧钢构有限公司 | 装配式建筑十字插接结构及其制造方法 |
CN109944338A (zh) * | 2019-04-24 | 2019-06-28 | 四川长能装配式建筑科技有限公司 | 一种装配式便捷安装组合结构板体 |
CN110106970A (zh) * | 2019-05-31 | 2019-08-09 | 西安建工绿色建筑集团有限公司 | 拼装式标准层模块以及干湿工艺结合的标准层建造方法 |
CN110872868B (zh) * | 2019-11-08 | 2021-07-02 | 浙江中清大建筑产业化有限公司 | 一种增强型锚拉式的板柱节点连接装置 |
CN112031232A (zh) * | 2020-09-30 | 2020-12-04 | 江苏建筑职业技术学院 | 一种装配式楼板的连接件及使用方法 |
CN113338478B (zh) * | 2021-06-23 | 2022-11-01 | 重庆大学 | 一种用于快速建造的装配式建筑墙板 |
CN113431223B (zh) * | 2021-07-01 | 2022-09-30 | 重庆大学 | 一种工字型卡槽式复合剪力墙及其拼接方法 |
CN113431222B (zh) * | 2021-07-01 | 2022-10-04 | 重庆大学 | 一种装配式钢筋卡槽式复合剪力墙及其拼接方法 |
GB2609477B (en) * | 2021-08-04 | 2024-01-03 | Laing Orourke Plc | Joints for reinforcing elements in precast concrete constructions |
CN117988494B (zh) * | 2024-04-03 | 2024-06-07 | 西南石油大学 | 一种便于快速拼接的楼板结构和拼接方法 |
Family Cites Families (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2920475A (en) * | 1947-10-18 | 1960-01-12 | Graham Phillip | Building panel |
US2920485A (en) * | 1955-01-11 | 1960-01-12 | Servo Corp Of America | Pyrometer |
DE1272509B (de) * | 1965-03-25 | 1968-07-11 | Erhard Karbus Dipl Ing | Stossverbindung fuer plattenfoermige Fertigteile aus Stahlbeton |
FR2161843A2 (en) * | 1971-12-03 | 1973-07-13 | Rech Etudes Tech | Assembling prefabricated building panels - using inset metal ties and external (plaster or acrylic) sealants |
DE2216302A1 (de) * | 1972-04-05 | 1973-10-18 | Zueblin Ag | Verbindungselement fuer bewehrungsstaebe von betonfertigbauteilen |
JPS50118710U (fr) * | 1974-03-12 | 1975-09-27 | ||
DE2732183C3 (de) * | 1977-07-15 | 1981-06-04 | Doblin, Robert, Dipl.-Ing., 4000 Düsseldorf | Verbindung zweier mit ihren Stirnflächen einander gegenüberliegenden Stahlbetonteile |
JPS5927096U (ja) * | 1982-08-05 | 1984-02-20 | 株式会社東芝 | ドラム式乾燥機 |
JPS5927096A (ja) * | 1982-08-07 | 1984-02-13 | 都築 純一 | コンクリ−トセグメント |
US4781006A (en) * | 1986-11-10 | 1988-11-01 | Haynes Harvey H | Bolted chord bar connector for concrete construction |
JPH09268887A (ja) * | 1996-04-03 | 1997-10-14 | P C Kk | プレハブコンクリート部材の連結定着装置 |
JPH11107291A (ja) * | 1997-10-01 | 1999-04-20 | Akira Ikeda | プレキャストコンクリート基礎ブロックの連結構造 |
JP2000179053A (ja) * | 1998-12-18 | 2000-06-27 | Kaieitechno Co Ltd | 連結金具 |
JP2001065069A (ja) * | 1999-08-26 | 2001-03-13 | Eiji Maehara | コンクリート製品の連結金具 |
US7093449B2 (en) * | 2003-07-28 | 2006-08-22 | Raytheon Company | Stirling/pulse tube hybrid cryocooler with gas flow shunt |
US7134805B2 (en) * | 2004-04-01 | 2006-11-14 | Kwik Slab, Llc | Precast concrete slab system and method therefor |
DE102004055727A1 (de) * | 2004-11-18 | 2006-05-24 | Max Bögl Bauunternehmung GmbH & Co. KG | Verfahren zur Herstellung einer Plattenverbundkonstruktion aus Stahlbetonfertigteilplatten, Stahlbetonfertigplatte und Spanneinrichtung |
WO2006094362A1 (fr) * | 2005-03-11 | 2006-09-14 | Adjusta Pty Ltd | Connecteurs de renforcement en beton |
RU72495U1 (ru) * | 2007-12-20 | 2008-04-20 | Общество с ограниченной ответственностью "Костомукшская строительная компания" | Стеновая панель |
-
2012
- 2012-02-28 WO PCT/EP2012/000856 patent/WO2012123067A1/fr active Application Filing
- 2012-02-28 HU HUE12709283A patent/HUE025855T2/en unknown
- 2012-02-28 JP JP2013558316A patent/JP5985519B2/ja not_active Expired - Fee Related
- 2012-02-28 EP EP12709283.1A patent/EP2686497B1/fr active Active
- 2012-02-28 PL PL12709283T patent/PL2686497T3/pl unknown
- 2012-02-28 CN CN201280013652.8A patent/CN103459732B/zh not_active Expired - Fee Related
- 2012-02-28 RU RU2013146018A patent/RU2615538C2/ru not_active Application Discontinuation
- 2012-02-28 KR KR1020137027181A patent/KR102043979B1/ko active IP Right Grant
- 2012-03-14 TW TW101108606A patent/TWI551754B/zh not_active IP Right Cessation
- 2012-03-16 AR ARP120100866A patent/AR085418A1/es active IP Right Grant
-
2013
- 2013-09-16 US US14/027,717 patent/US20140013699A1/en not_active Abandoned
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102016216771A1 (de) | 2016-09-05 | 2018-03-08 | Max Aicher Gmbh & Co. Kg | Mehrschichtwand für ein Bauwerk |
DE102018220289B4 (de) | 2018-02-15 | 2022-01-13 | Max Aicher Gmbh & Co. Kg | Mehrschichtwand für die Aufnahme einer dynamischen Beanspruchung in einem Bauwerk |
Also Published As
Publication number | Publication date |
---|---|
TW201243133A (en) | 2012-11-01 |
TWI551754B (zh) | 2016-10-01 |
AR085418A1 (es) | 2013-10-02 |
KR102043979B1 (ko) | 2019-11-12 |
PL2686497T3 (pl) | 2016-02-29 |
CN103459732A (zh) | 2013-12-18 |
WO2012123067A1 (fr) | 2012-09-20 |
RU2013146018A (ru) | 2015-04-27 |
WO2012123067A8 (fr) | 2013-10-03 |
CN103459732B (zh) | 2016-04-20 |
KR20140018924A (ko) | 2014-02-13 |
JP5985519B2 (ja) | 2016-09-06 |
US20140013699A1 (en) | 2014-01-16 |
HUE025855T2 (en) | 2016-04-28 |
RU2615538C2 (ru) | 2017-04-05 |
JP2014511950A (ja) | 2014-05-19 |
EP2686497A1 (fr) | 2014-01-22 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2686497B1 (fr) | Module de paroi pour la construction d'un ouvrage | |
EP2912238B1 (fr) | Élément paroi pour bâtiment dans la construction de préfabriqués | |
WO2011092235A2 (fr) | Éolienne et segment de mât d'éolienne | |
EP1931832A2 (fr) | Poteau mixte destine a des raccords a goussets de batiments et structure de batiment | |
EP2486196B1 (fr) | Procédé et dispositif pour l'ajout postérieur d'une partie extérieure en saillie à une partie de bâtiment existante | |
EP2333163A1 (fr) | Structure offshore | |
DE102011014179A1 (de) | Wandmodul zur Errichtung eines Bauwerks sowie zugehöriges Bauwerk | |
EP2910682B1 (fr) | Structure d'isolation acoustique plane | |
DE102008033585B4 (de) | Schubdornverbindung | |
EP1270833B1 (fr) | Elément de construction pour l'isolation thermique | |
EP4067593B1 (fr) | Dispositif de liaison ultérieure à isolation thermique et à transfert de force d'une seconde partie d'ouvrage supportant la charge à une première partie d'ouvrage supportant la charge et ouvrage doté d'un tel dispositif | |
DE102019133999A1 (de) | Anordnung zum Verbinden eines Bauwerkteils mit einem dem Bauwerkteil vorgelagerten Außenteil | |
DE202007007113U1 (de) | Sprengwirkungshemmendes Fassadensystem | |
DE102018131066A1 (de) | Bewehrung, Betonelement, Modulverbindung, Modulblock sowie Gebäude | |
EP1860246B1 (fr) | Elément de construction pour isolation thermique | |
EP2607560B1 (fr) | Élément de raccordement de dalle | |
EP1387910B1 (fr) | Element de raccordement et procede de raccordement d'un composant en beton prefabrique a une partie d'un immeuble | |
EP1992753B1 (fr) | Bâtiment, comprenant un système de façade résistant aux explosions | |
EP2873778A1 (fr) | Agencement de liaison et système de liaison pour pièces finies en béton | |
EP3068955B1 (fr) | Agencement de liaison et procédé de liaison des éléments prefabriqués en béton | |
WO1996000332A2 (fr) | Systeme de liaison de poutres pour batiments | |
EP3835501B1 (fr) | Arrangement pour connecter une pièce de construction avec une partie extérieure frontale | |
DE875265C (de) | Bauweise zur Errichtung von Gebaeuden | |
DE2020381A1 (de) | Kuehlturm | |
DD207114A3 (de) | Verbindungskonstruktion fuer aus einzelteilen gebildete zellen, insbesondere betonzellen |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 20131002 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
DAX | Request for extension of the european patent (deleted) | ||
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20150413 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 748257 Country of ref document: AT Kind code of ref document: T Effective date: 20150915 Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502012004424 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20150909 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 Ref country code: NO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20151209 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20151210 |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 5 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 Ref country code: RS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 |
|
REG | Reference to a national code |
Ref country code: HU Ref legal event code: AG4A Ref document number: E025855 Country of ref document: HU |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160109 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160229 Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160111 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502012004424 Country of ref document: DE |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed |
Effective date: 20160610 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 Ref country code: LU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160228 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160229 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160229 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160228 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 6 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 7 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 748257 Country of ref document: AT Kind code of ref document: T Effective date: 20170228 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170228 Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R082 Ref document number: 502012004424 Country of ref document: DE Representative=s name: TERGAU & WALKENHORST PATENTANWAELTE PARTGMBB, DE Ref country code: DE Ref legal event code: R081 Ref document number: 502012004424 Country of ref document: DE Owner name: FRAMATOME GMBH, DE Free format text: FORMER OWNER: AREVA GMBH, 91052 ERLANGEN, DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150909 |
|
REG | Reference to a national code |
Ref country code: HU Ref legal event code: FH1C Free format text: FORMER REPRESENTATIVE(S): MESZAROSNE DONUSZ KATALIN, SBGK SZABADALMI UEGYVIVOEI IRODA, HU Representative=s name: SBGK SZABADALMI UEGYVIVOEI IRODA, HU Ref country code: HU Ref legal event code: GB9C Owner name: FRAMATOME GMBH, DE Free format text: FORMER OWNER(S): AREVA GMBH, DE |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: 732E Free format text: REGISTERED BETWEEN 20190314 AND 20190320 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R082 Ref document number: 502012004424 Country of ref document: DE |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20200211 Year of fee payment: 9 Ref country code: GB Payment date: 20200219 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20210226 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: PL Payment date: 20210115 Year of fee payment: 10 Ref country code: TR Payment date: 20210216 Year of fee payment: 10 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 502012004424 Country of ref document: DE |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20210228 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210901 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210228 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220228 |
|
P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230419 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: HU Payment date: 20240124 Year of fee payment: 13 Ref country code: FI Payment date: 20240124 Year of fee payment: 13 Ref country code: CZ Payment date: 20240118 Year of fee payment: 13 Ref country code: BG Payment date: 20240208 Year of fee payment: 13 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220228 |