EP2912238B1 - Wandelement für gebäude in fertigbauweise - Google Patents

Wandelement für gebäude in fertigbauweise Download PDF

Info

Publication number
EP2912238B1
EP2912238B1 EP13779769.2A EP13779769A EP2912238B1 EP 2912238 B1 EP2912238 B1 EP 2912238B1 EP 13779769 A EP13779769 A EP 13779769A EP 2912238 B1 EP2912238 B1 EP 2912238B1
Authority
EP
European Patent Office
Prior art keywords
wall
inner shell
wall element
reinforcement
elements
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
Application number
EP13779769.2A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2912238A1 (de
Inventor
Anna GALLINAT
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Areva GmbH
Original Assignee
Areva GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Areva GmbH filed Critical Areva GmbH
Publication of EP2912238A1 publication Critical patent/EP2912238A1/de
Application granted granted Critical
Publication of EP2912238B1 publication Critical patent/EP2912238B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • E04C2/044—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 of concrete
    • 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
    • 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
    • E04C2/044—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 of concrete
    • E04C2002/045—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 of concrete with two parallel leaves connected by tie anchors
    • E04C2002/048—Bent wire anchors

Definitions

  • the invention relates to a trained as precast concrete wall element for the construction of a building. It further relates to a construction made using such wall elements, 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. Due to the very high load level, the prefabricated construction method tested in ordinary residential construction has so far not been used in the nuclear sector.
  • the building / construction must withstand all the loads and load connections of the following events from the groups EVI - influence of indoor and external EVA:
  • a wall element of the type mentioned was disclosed, which can be easily combined with other such wall elements to a building, especially a building or complex of buildings, and connect, which is designed not only for ordinary operating loads, but also unlikely extreme loads - individually or even in combination - such as flooding, earthquakes, continuous rain, ice loads, wind loads, hurricanes, extreme ambient temperatures, impact of projectiles, plane crashes, etc.
  • wall module - designed as a precast concrete wall element - there called wall module - provided for the construction of a building with a wall body, with a plurality of in their entirety a regular reinforcing grid forming, preferably each parallel to the edges of the wall body extending reinforcing bars which are cast into the wall body wherein at least some of the reinforcing bars penetrate the wall body substantially edge-to-edge, respectively, and are provided at their ends with connecting elements adapted to make a connection with complementary connecting elements of an immediately adjacent transition element.
  • the respective connecting element - at least in the dissolved, not connected to a complementary connecting element state - so playfully connected or movably connected to the associated reinforcing rod that it is displaceable in a direction perpendicular to the longitudinal direction of the reinforcing rod level on all sides by at least 2 millimeters relative to a planned central position ,
  • a wall element in which the wall body in the manner of a sandwich construction an outer shell, a Inner shell and an intermediate core filling has, the outer shell and the inner shell via reinforcing elements shear and tensile strength are connected to each other.
  • this basic concept of the sandwich construction was not specified there in detail with regard to possible embodiments.
  • the present invention begins, whose task is to further develop the wall elements described in the above-mentioned application. It is a modular prefabricated solid reinforced concrete construction of reinforced concrete slabs and joints joints arise that removes the high load level of the various load cases mentioned above after connecting the individual elements as a monolithic unit. In particular, it is intended to create a reinforcing structure for the reinforced concrete slabs and for the joint joints that can be erected with acceptable effort and designed for the stated requirements. In addition, the existing when juxtaposing the wall elements and with cast-in-situ or other filler mass - for example mortar - to be potted joints have the lowest possible volume, so that only little in situ concrete and formwork material is needed on the site.
  • FIG. 1 shows a perspective view of a manufactured in sandwich construction cuboid wall element 2, for example, for use in a nuclear power plant building.
  • the intended for arrangement in a side wall of a building and usually a complete floor height forming wall element 2 has a constructed as a reinforced concrete structure inner shell 4, a corresponding outer shell 6 and an intermediate core filling 8, for example, heavy concrete, on.
  • the inner shell 4 and the outer shell 6 are each approximately mirror images of each other in an otherwise similar manner, as will be described in more detail below.
  • a plurality of connecting elements 10 for the formation of screw to the overlying wall element (not visible here) out.
  • FIG. 2 illustrates the structure of the inner shell 4 of the wall element 2, in a sense in a first phase in the construction of the inner reinforcement cage, even before the casting of the concrete.
  • the wall element next to it on the right side, as well as the partially potted gap, are indispensable for a while (they are available for image generation with the aid of a CAD program, whereby individual layers have been selectively masked out of the complete construction).
  • the outer shell 6 is constructed as already mentioned analogous to the inner shell 4.
  • the designated also as bending reinforcement, designed for receiving and transmitting tensile forces in the composite wall elements 2 main reinforcement 18 comprises a lying in the plane of extension of the wall element 2 rectangular grid of horizontal reinforcing bars 20 (in FIG. 2 only the bottom two are shown) and vertical reinforcing bars 22, which touch each other at the crossing points where they are braided, for example, with wire and thus fixed against each other.
  • the horizontal and thus parallel to the upper and lower edge edge of the wall element 2 aligned reinforcing bars 20 are arranged equidistant from each other, as well as the vertically and thus aligned parallel to the side edges of the wall element 2 reinforcing bars 22.
  • the bar diameter is in both cases - horizontal and vertical - preferred around 30 to 35 mm.
  • the distance between the longitudinal axes of the reinforcing bars 20, 22 is in both cases preferably about 200 mm (square grid).
  • a connecting piece 24 In an intermediate central receptacle of the connecting piece 24 is an upwardly projecting from the grid composite, also provided with an external thread connecting bolt 26 is screwed.
  • On the vertically aligned connecting bolt 26 can be pushed from above a provided with a central recess retaining plate 28 and screwed about a nut 30.
  • a steel box 32 (box), composed of four welded steel plates welded together or alternatively cast in one piece, rectangular in cross-section and fitted between and fitting the two vertical reinforcing bars 22 the outside welded, alternatively screwed.
  • the arrangement of the connecting pieces 24 and the boxes 32 is selected so that they conclude flush with the upper or lower edge of the inner shell 4 during the subsequent casting of the concrete mass, so that only the upper part of the connecting bolt 26 protrudes above.
  • the boxes 32 are embedded in the concrete such that the cuboid interior of the respective box 32 and a substantially cuboid mounting space remains immediately above free.
  • the so formed in each case, coherent cavity is on the one hand accessible from below via the free lower box opening as well as from the front side 12 via the likewise remaining free engagement opening 14 (see also FIG. 1 ).
  • a total of a system of connecting elements 10 is formed, with the help of which can be screwed in the later assembly of the building superimposed wall elements 2.
  • the upper wall element 2 is placed on the underlying wall element 2 such that the upper ends of the connecting bolts 26 of the lower wall element 2 respectively engage through the associated boxes 32 of the counterpart.
  • the holding plates 28, which laterally overlap the boxes 32 at their upper edges, are pushed onto the ends of the connecting bolts 26 by the engaging openings 14 in the front side 14 of the inner shell 4 (and analogously in the outer shell 6) secured by screwing and tightening the nuts 30 / clamped.
  • the holding plates 28 take on the function of washers so to speak.
  • the cross-section of the boxes 32 is selected so that the respective connecting bolt 26 therein has a few millimeters of play during assembly in all directions so as to compensate for any dimensional inaccuracies in the subsequent assembly on the construction site.
  • FIG. 1 and FIG. 2 Although the sake of clarity, the holding plates 28 and the nuts 30 are shown in their final assembly position on the connecting bolt 26, but that they are in fact attached and screwed there only after the erection of the walls and the joining of the respective connection partners.
  • a surface reinforcement 34 also in the form of crossing, lattice-like arranged reinforcing bars 36, 38 with a diameter of about 100 mm and with the same mesh size as the main grid available (square grid with a bar spacing of about 200 mm).
  • the grid of the surface reinforcement 34 formed from the horizontal reinforcing bars 36 and the vertical reinforcing bars 38 is arranged parallel to the grid of the main reinforcement 18, at a distance in the direction of the (here rear) front side 14 of the inner shell 4.
  • the crossing points of both reinforcing grid preferably offset by half a mesh length against each other.
  • the crossing points of the surface reinforcement 34 are thus in the center of the mesh of the main reinforcement 18 and vice versa (see also FIG. 12 ).
  • the individual U-brackets 16 have two legs 40 extending horizontally and parallel to the longitudinal extension direction of the later wall element 2, which are in the space between the main reinforcement 18 and the surface reinforcement 34 and preferably the vertical reinforcing bars 22 of the main reinforcement 18 touch (at the points of contact are braided together with wire), on the side on which the horizontal reinforcing bars 20 are arranged.
  • the one leg 40 of the respective U-bracket 16 lies above the associated horizontal reinforcing bar 20 of the main reinforcement 18, the other below.
  • each of the horizontal reinforcing bars 20 of the main reinforcement 18 is located midway between the two legs 40 of a coplanar U-bar 16 (see also Figs FIG. 12 ).
  • the located within the inner shell 4 sections of the legs 40 are held comparatively long and extend here in the example over more than four meshes of the main reinforcement 18, so over more than 800 to 1,000 mm.
  • the outwardly projecting portions have seen in the horizontal direction including the end-side arc 42 each have a length of preferably about 400 mm.
  • the bow end 48 of these U-brackets 44 projects perpendicularly from the rear side 50 opposite the front side 14 and protrudes at least 200 mm in the subsequent core filling 8 inside.
  • the respective U-bracket 44 engages / engages behind the bend or bend or bending point 52 one of the vertical reinforcing bars 22 of the main reinforcement 18 and touches it there.
  • FIG. 5 to recognize the complete structure of the reinforcement network the inner shell 4 just before concreting shows. In FIG. 6 the condition is shown after concreting.
  • the concrete filling of the outer shell 6 was hidden graphically. It can also be seen that the U-brackets 44 are arranged in rows, wherein the O-shaped openings 54 or loops of a row are in alignment in the horizontal direction. Seen in the vertical direction, several of these rows are arranged one above the other over the entire height of the wall element 2, evenly distributed (only two rows are shown here for the sake of simplicity). In each of these rows two reinforcing rods 56 are inserted, which extend over the entire width of the wall member 2 and are aligned horizontally according to the bracket assembly. The one reinforcing bar 56 is oriented in accordance with the free space provided by the O-shaped openings 54 of the bracket arrangement to the inner shell 4, the other to the outer shell 6 out. The reinforcing bars 56 touch the corresponding arcs of the U-bracket 44 from the inside in their vertices.
  • the core filling 8 is poured.
  • the core filling 8 can be made of heavy concrete, taking into account any predetermined requirements for the shielding effect against radioactive radiation.
  • the heavy concrete core filling is also used for load transfer of the loads (namely, pressure loads in the element composite).
  • the concrete surfaces should be covered by the potting experience a connection, have a grain skeleton released surface.
  • Concrete is a mineral building material and can be considered as artificial rock. It consists of a mixture of cement, aggregate and water. As a supplement mainly sand, gravel and grit are used. It is introduced into the forming formwork shortly before installation.
  • Natural aggregates such as gravel from deposits or crushed rock (gravel, grit) are mainly used as aggregates for normal concrete. The addition significantly determines the processability and strength of the concrete. By a suitable grading of different aggregate sizes a dense packing of grains with few cavities in which the cement paste is sought. The dense packing allows the load transfer in the concrete through the grain stand.
  • FIG. 1 illustrated composite of outer shell 6, core filling 8 and inner shell 4 as a monolithic object.
  • the inner shells 4 and the outer shells 6 have a wall thickness S of preferably at least 240 mm.
  • the thickness T of the core filling is variable. For example, it can vary between 200 and around 550 mm. Accordingly, the wall element 2 has a total thickness D in the range of about 700 mm up to 1,000 mm or slightly more. See also the supervision of the wall element 2 according to FIG. 9 in which the core filling 8 does not yet exist.
  • FIG. 10 are shown from top to bottom, the various steps in assembling and connecting two adjacent wall elements 2 on the site.
  • the two wall elements 2 are brought into the desired position relative to each other, in which the peripheral U-bracket 16 of the inner shell 4 on the one hand and the outer shell 6 on the other hand overlap in pairs and touch.
  • the bow of the respective bracket 16 thereby touches the shell edge of the adjacent wall element 2.
  • the bracket sections protruding from the concrete mass pass through the vertically extending butt joint 58 between the two wall elements 2 completely over their width.
  • brackets 60 form in the final assembly state in each case a closed rectangular frame whose longitudinal struts 64 horizontally and perpendicular to the lattice plane of the main reinforcement 18 (and thus also perpendicular to the U-brackets 16) are aligned, and the transverse struts 66 are vertically aligned.
  • the rectangular frame surrounds / embraces the two associated with him, lying at the same level bracket pairs of inner shells 4 and the outer shells 6 of two juxtaposed wall elements 2 and touches them from the outside.
  • each pair of brackets several, here four, in preferably the same distance next to each other, parallel aligned brackets 60 assigned (see also FIG. 13 ).
  • the thus reinforced, advantageously not significantly more than 400 mm wide vertical joint 58 is cast with concrete, preferably with fine-grained concrete of comparable quality as the concrete of the inner shells 4 and outer shells 6 of the wall elements 2 (concrete quality C 50/60 or better ).
  • An intermediate stage in the casting process is schematically shown in FIG. 11 represents.
  • the horizontal joint 68 (storage joint) between two wall elements 2, which - by flat spacers 70 spaced from each other - are placed one above the other, is about 50 mm high and is after setting up the walls with a high-quality grouting mortar shed.
  • the openings for the screw connection of the connecting elements 10 are also cast for the final state.
  • All wall elements 2 are immovably connected to each other in the manner described and form as a whole a shear-resistant construction, which has the advantageous properties of a monolithic plate-disc element.
  • the power transmission between the individual components is ensured by specifically designed connections and connections (tensile and shear-resistant connections).
  • wall elements are possible, for example, to allow ceiling connections, T-joints between outer and inner walls, corner joints, etc.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Panels For Use In Building Construction (AREA)
  • Load-Bearing And Curtain Walls (AREA)
EP13779769.2A 2012-10-22 2013-10-09 Wandelement für gebäude in fertigbauweise Active EP2912238B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102012219209.3A DE102012219209A1 (de) 2012-10-22 2012-10-22 Wandelement für Gebäude in Fertigbauweise
PCT/EP2013/071048 WO2014063919A1 (de) 2012-10-22 2013-10-09 Wandelement für gebäude in fertigbauweise

Publications (2)

Publication Number Publication Date
EP2912238A1 EP2912238A1 (de) 2015-09-02
EP2912238B1 true EP2912238B1 (de) 2016-03-16

Family

ID=49448116

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13779769.2A Active EP2912238B1 (de) 2012-10-22 2013-10-09 Wandelement für gebäude in fertigbauweise

Country Status (6)

Country Link
EP (1) EP2912238B1 (zh)
JP (1) JP6218843B2 (zh)
CN (1) CN104736781B (zh)
DE (1) DE102012219209A1 (zh)
HU (1) HUE030735T2 (zh)
WO (1) WO2014063919A1 (zh)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104264894A (zh) * 2014-10-23 2015-01-07 初明进 一种预制构件
CN104481053A (zh) * 2014-12-09 2015-04-01 中国核工业华兴建设有限公司 一种核电墙体及其施工方法
SG10201703972WA (en) * 2016-06-28 2018-01-30 Seng Wong Composite structural wall and method of construction thereof
CN106193435B (zh) * 2016-08-22 2019-08-02 合肥工业大学 一种波腹芯板预制混凝土装配式复合墙
DE102016216771A1 (de) 2016-09-05 2018-03-08 Max Aicher Gmbh & Co. Kg Mehrschichtwand für ein Bauwerk
CN110691877B (zh) * 2017-05-23 2022-05-24 林恩科斯 用于混凝土板材的模板系统的扩张接头
CN107762001A (zh) * 2017-11-07 2018-03-06 姚伟华 一种装配式混凝土变截面端柱型剪力墙构件及其施工方法
CN111236527A (zh) * 2020-03-26 2020-06-05 沈阳促晋科技有限公司 钢筋避让与加强连接的装配式混凝土墙板
CN112012369B (zh) * 2020-09-08 2021-11-23 哈尔滨工业大学 一种预制轻质夹芯墙板
CN115807499B (zh) * 2023-02-03 2023-04-25 华侨大学 一种模块化剪力墙结构及其施工方法

Family Cites Families (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1609660C3 (de) * 1966-01-29 1973-09-13 Ernst Dr.-Ing. 4300 Essen Haeussler Wandbauplatte
DE1708946A1 (de) * 1968-03-01 1971-05-27 Georg Hubmann Bauelement zur Schalung von Waenden mit vorgefertigten Schalungsplatten aus Stahlbeton
DE1759616A1 (de) * 1968-05-20 1971-10-07 Georg Hubmann Wandschalung aus zwei durch Teile ihrer Bewehrung miteinander verbundenen mittragenden Fertigteilwandschalungen
JPS5146322B2 (zh) * 1973-01-26 1976-12-08
US4117639A (en) * 1977-06-29 1978-10-03 Butler Manufacturing Company Reinforced insulated concrete building panel
CH630689A5 (en) * 1978-03-15 1982-06-30 Anton Huonder Insulating structural panel for walls
IT1185781B (it) * 1982-05-11 1987-11-18 Cohesion Trust Piastra,tubo o suo segmento,continui e dilatabile di cemento armato ordinario (o precompresso)
JPH03267439A (ja) * 1990-03-16 1991-11-28 Shimizu Corp 厚壁のプレキャストコンクリート化構法
JP2506515B2 (ja) * 1991-06-11 1996-06-12 ミサワホーム株式会社 建物の基礎用プレキャストコンクリ―トブロックの連結作業方法
JPH06299631A (ja) * 1993-04-13 1994-10-25 Taisei Corp 鋼板コンクリート壁構造
JP3983490B2 (ja) * 2001-03-19 2007-09-26 株式会社ナカノフドー建設 断熱ｐｃコンクリート板の製造方法
BE1015140A3 (nl) * 2002-10-11 2004-10-05 Schelfhout C Nv Prefabpaneel.
NO333001B1 (no) * 2007-02-08 2013-02-11 Selvaag Spinoff As Bygningselement
CN101196069A (zh) * 2007-12-28 2008-06-11 周德新 复合式一次性浇注钢筋混凝土聚苯板保温板
CN201649311U (zh) * 2010-04-20 2010-11-24 郭乐工 一种预制板块连接结合体装置
DE102011014179A1 (de) * 2011-03-16 2012-09-20 Areva Np Gmbh Wandmodul zur Errichtung eines Bauwerks sowie zugehöriges Bauwerk
JP5985519B2 (ja) * 2011-03-16 2016-09-06 アレヴァ ゲゼルシャフト ミット ベシュレンクテル ハフツングＡｒｅｖａ ＧｍｂＨ 建造物の建設用壁モジュール並びにこれを用いた建造物
CN202248369U (zh) * 2011-09-27 2012-05-30 上海兴邦建筑技术有限公司 预制混凝土夹芯保温外墙
CN102691366B (zh) * 2012-06-02 2014-02-26 江苏金砼预制装配建筑发展有限公司 预制砼自保温剪力墙及装配式砼建筑剪力墙结构
CN102720284A (zh) * 2012-06-26 2012-10-10 张钟元 双面板叠合式混凝土剪力墙及其生产工艺

Also Published As

Publication number Publication date
JP6218843B2 (ja) 2017-10-25
WO2014063919A1 (de) 2014-05-01
JP2016500773A (ja) 2016-01-14
DE102012219209A1 (de) 2014-04-24
CN104736781B (zh) 2017-05-03
HUE030735T2 (en) 2017-05-29
CN104736781A (zh) 2015-06-24
EP2912238A1 (de) 2015-09-02

Similar Documents

Publication Publication Date Title
EP2912238B1 (de) Wandelement für gebäude in fertigbauweise
EP2686497B1 (de) Wandmodul zur errichtung eines bauwerks
DE69107339T2 (de) Keller aus Betonfertigteilen und Verfahren zu seiner Herstellung.
AT502604B1 (de) Verbundstütze für knotenverbindungen von bauwerken sowie gebäudeskelett
EP3112542B1 (de) Vorrichtung und verfahren zur wärmeentkopplung von betonierten gebäudeteilen
EP1584092B1 (de) Baukörper für strahlenschutzbauwerke
EP1452653B1 (de) Versickerungssystem
DE1659191A1 (de) Bewehrungsmatte fuer den Stahlbetonbau
DE1810434C3 (de) Hochbauwerk
DE102007005351A1 (de) Bauelement
DE102011014179A1 (de) Wandmodul zur Errichtung eines Bauwerks sowie zugehöriges Bauwerk
DE10324760A1 (de) Wandbauelement, Verfahren zur Herstellung eines Wandbauelements und ein Verbindungsmittel für ein Wandbauelement
EP2956587A1 (de) Betonfertigbauteil zur erstellung einer schutzwand und verfahren zur herstellung
CH707053B1 (de) Bausatz zur Bildung einer Tragkonstruktion.
DE19941603C2 (de) Stahlbetonteil zur Herstellung von Fundamenten für Bauwerke
DE102016106290A1 (de) Bewehrungselement
DE2728544A1 (de) Fertigbauteil in form eines in sich geschlossenen kastens mit rasterabmessungen
DE10259961B4 (de) Vorgefertigtes Bauelement, insbesondere Decken- oder Wandbauelement aus einem ausgehärteten Material
EP3299524B1 (de) Fertigteilmauer und verfahren zur herstellung derselben
DE1867615U (de) Bauelementensatz fuer fertighaeuser.
EP2360321A2 (de) Gebäude in Skelettbauweise sowie Herstellungsverfahren
DE3876062T2 (de) Vorgefertigte modularelemente fuer gebaeude.
DE102009058691A1 (de) Thermisch isolierende Gebäudewand
DE892236C (de) Zellensilo od. dgl. aus Formstuecken
DE102015002861A1 (de) Deckensystem in Trockenbauweise mit einem Sandwich-Aufbau

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: 20150504

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

AX Request for extension of the european patent

Extension state: BA ME

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

DAX Request for extension of the european patent (deleted)
INTG Intention to grant announced

Effective date: 20150916

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: 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: AT

Ref legal event code: REF

Ref document number: 781411

Country of ref document: AT

Kind code of ref document: T

Effective date: 20160415

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502013002232

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20160316

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FI

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: 20160316

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: 20160316

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: 20160616

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: 20160617

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20160316

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: 20160316

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: 20160316

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: 20160316

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: 20160316

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 4

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20160716

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: 20160316

Ref country code: PL

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: 20160316

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: 20160316

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: 20160316

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: 20160316

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: 20160316

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: 20160718

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502013002232

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20160316

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

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: 20160316

26N No opposition filed

Effective date: 20161219

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BG

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: 20160616

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20161031

REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E030735

Country of ref document: HU

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20160316

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20161031

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20161031

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20161009

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: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20161009

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20161031

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: 20160316

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: 20160316

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: 20160316

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: 20160316

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 502013002232

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: 502013002232

Country of ref document: DE

Owner name: FRAMATOME GMBH, DE

Free format text: FORMER OWNER: AREVA GMBH, 91052 ERLANGEN, DE

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: TR

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: 20160316

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: 20160316

REG Reference to a national code

Ref country code: HU

Ref legal event code: FH1C

Free format text: FORMER REPRESENTATIVE(S): 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: 502013002232

Country of ref document: DE

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 781411

Country of ref document: AT

Kind code of ref document: T

Effective date: 20181009

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: 20181009

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: CZ

Payment date: 20230921

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20231019

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: HU

Payment date: 20230927

Year of fee payment: 11

Ref country code: FR

Payment date: 20231023

Year of fee payment: 11

Ref country code: DE

Payment date: 20231011

Year of fee payment: 11