Nothing Special   »   [go: up one dir, main page]

EP2661527B1 - Schutzsystem für gebäude- oder behälterwände - Google Patents

Schutzsystem für gebäude- oder behälterwände Download PDF

Info

Publication number
EP2661527B1
EP2661527B1 EP11807861.7A EP11807861A EP2661527B1 EP 2661527 B1 EP2661527 B1 EP 2661527B1 EP 11807861 A EP11807861 A EP 11807861A EP 2661527 B1 EP2661527 B1 EP 2661527B1
Authority
EP
European Patent Office
Prior art keywords
protective system
lattice
impact
buffer layer
building
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Not-in-force
Application number
EP11807861.7A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2661527A2 (de
Inventor
Wladimir Trubnikow
Serge NABOISHIKOV
Marco Schippers
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 EP2661527A2 publication Critical patent/EP2661527A2/de
Application granted granted Critical
Publication of EP2661527B1 publication Critical patent/EP2661527B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/04—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against air-raid or other war-like actions
    • E04H9/10—Independent shelters; Arrangement of independent splinter-proof walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F41—WEAPONS
    • F41H—ARMOUR; ARMOURED TURRETS; ARMOURED OR ARMED VEHICLES; MEANS OF ATTACK OR DEFENCE, e.g. CAMOUFLAGE, IN GENERAL
    • F41H5/00—Armour; Armour plates
    • F41H5/02—Plate construction
    • F41H5/04—Plate construction composed of more than one layer
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00—Stock material or miscellaneous articles
    • Y10T428/24—Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24628—Nonplanar uniform thickness material
    • Y10T428/24669—Aligned or parallel nonplanarities

Definitions

  • the invention relates to a protection system against impact or impact loads for building or container walls, which is preferably also suitable for subsequent attachment to existing building or container walls.
  • the anticipated temporarily occurring additional loads such as snow loads, ice loads, wind loads as well as impact or impact loads, are taken into account in the planning of the building or in the container construction.
  • additional loads such as snow loads, ice loads, wind loads as well as impact or impact loads.
  • the structure or container can handle additional loads beyond the originally planned load limit.
  • impact and impact loads all events are summarized in which an accelerated mass collides with a building or a container.
  • these impact or impact loads are mainly caused by wind-accelerated items and improperly guided vehicles.
  • potential aggressors as a military target object
  • impact or impact loads which are caused, for example, by projectiles or guided missiles, are to be expected.
  • WO 2009/048676 A1 a protection system for protecting a building or container wall against impact loads having the features of the preamble of claim 1.
  • WO 2010/082970 A2 teaches, in a similar context, the use of so-called syntactic foams as filler material. According to expert understanding, these are composite materials in which microspheres made of glass or ceramic are embedded in a matrix of synthetic resin.
  • the present invention seeks to develop a weight and / or dimensionally reduced system or construct, can be protected with the buildings and transport containers in particular against high-energy impact or impact loads.
  • a protective system acts to protect a single building wall, a complete building, a single container wall or a complete container against impact or impact loads.
  • a buffer layer on the impact or impact side of the area to be protected, which absorbs the kinetic energy caused by impact or impact predominantly by plastic deformation.
  • the skeleton or skeleton of this buffer layer form similar, composed of lattice struts unit cells, which are arranged substantially regularly and thus completely cover the area to be protected as deformation lattice.
  • the skeleton of the buffer layer which is formed from at least one layer of these unit cells, has a crystal-like basic structure.
  • the shape of a single unit cell is pyramidal, with the grid struts forming the edges of the pyramidal shape.
  • the basic framework is supplemented by a deformable deformation mass, which fills the gaps in the deformation grid and thereby completes the buffer layer.
  • the lattice struts of a unit cell form a regular pyramid, since both a favorable deformability is achieved by this design of the skeleton and a simple technical feasibility is ensured.
  • the base of the pyramidal shape is quadrangular and in particular square.
  • the deformation grid has at least two, but preferably four to eight, grid layers of unit cells, since with increasing number of grid layers, the maximum absorbable impact or impact energy increases.
  • the thickness and the weight of the protection system increase with increasing number of layers. With eight grid layers, simulation calculations show that even large and heavy projectiles with high airspeeds are safely stopped within the buffer layer and do not penetrate to the underlying building or container wall.
  • a plurality of grid layers are provided, it is also advantageous if in each case two grid layers lying directly one above the other are arranged laterally offset from one another by half the length of the diagonal of an elementary cell base surface in the direction of the diagonal. In short, therefore, the grid layers lying directly above one another are displaced diagonally by half an elementary cell.
  • X-shaped struts serve as additional stiffening elements in the deformation grid.
  • the material used for the lattice struts is preferably high-ductility steel. This is available in a wide variety of specifications, so that a good variability is given by which an adaptation of the properties of a buffer layer according to the invention to different specifications or standards is made possible.
  • the buffer layer also acts as a protection against impacting missiles
  • a unit cell it is expedient for a unit cell to have a lateral extent of approximately 0.5 m to 4.0 m and thus not necessarily identical height extent of 0.5 m to 4 m, 0 m provide.
  • a lattice struts appropriately cut square or round steel with an edge length or a diameter of about 10 mm to 50 mm is used in this case.
  • foam concrete or porous lightweight concrete is used as the damping mass.
  • Foamed concrete is a concrete with a planned increase in the air pore content of generally> 30% by volume, which is usually produced by adding a foaming agent or by mixing in a prefabricated foam.
  • this material can absorb large pressure forces and on the other hand it is comparatively light (low density) and readily flowable. He also has good thermal insulation properties.
  • the buffer layer terminates on the impact or impact side with a cover layer, for example made of steel or a composite material, in particular a fiber composite material.
  • a cover layer for example made of steel or a composite material, in particular a fiber composite material. This is used in particular in the case of a sharp or sharp-edged impact or impact body for better distribution of selective pressure surges on a larger area of the deformation grid and thus to increase the effective attack surface.
  • the cover layer can also serve as a shuttering when casting the damping mass.
  • an attachment of the cover layer to the buffer layer by means of anchor elements is considered to be very useful, as this can be done, for example, a simple exchange.
  • An inventive protection system is designed primarily as a protection for flat surfaces. Accordingly, it is advantageous to choose an arrangement of the unit cells in which the bases of the unit cells of each grating layer lie in a common plane and in which these planes are aligned parallel to the surface of the building or container wall to be protected. Nevertheless, an adaptation of the buffer layer to curved surfaces (such as domes, domes, cylinders and the like) can also be done. For this purpose, either the deformation lattice is distorted according to the curvature or a modified deformation lattice with a modified lattice structure is used.
  • a "composite" structure of a three-dimensional, lightweight, highly deformable (ductile) and preferably multi-layered space frame structure and a cast damping mass a particularly good conversion of the kinetic energy of impact loads (z Aircraft, turbulence-induced projectiles, pressure waves) takes place in plastic deformations of the structure, wherein the damping mass acts as a stabilization matrix with a very high degree of damping. Due to the non-linear deformation and crushing of the fiber-reinforced foam concrete (fiber foam concrete) produced damping mass is additionally absorbed impact energy.
  • the formation and propagation of vibrations, vibrations and elastic waves significantly suppressed or damped and kept away from the object or structure to be protected.
  • the protection system according to the invention can be easily and quickly erected, in particular when using preassembled units of the deformation grid, which are installed in layers on the object to be protected and subsequently cast with the damping compound. A retrofitting of existing wall structures is possible.
  • protection system in buildings of nuclear facilities, especially nuclear power plants, but also in conventional power plants and chemical plants, as well as transport containers for nuclear or chemical materials and waste.
  • a partial section of a building roof 1 is considered by way of example (see Fig. 3 ).
  • the flat outer surface 2 of this section is to be protected by a subsequent cultivation against impact or impact loads.
  • a buffer layer 3 is positioned on the surface 2. The fixation of the buffer layer 3 on the surface 2 takes place with the aid of a material connection not shown in detail or in any other way.
  • lattice struts 4 As a basis for the buffer layer 3 is a construction of welded together lattice struts 4. It should be noted again at this point that the nature of the permanent connection between the lattice struts 4 is not limited to those selected here. As also expedient alternatives connections are considered by screwing, riveting, jamming or gluing. Eight of these lattice struts 4 made of cut round steel form a Fig. 1 represented unit cell 5. According to their spatial arrangement form the lattice struts 4 of an elementary cell 5, the edges of a straight pyramid square base. The ratio between the edge length of the square base and the height of the pyramid is about 1.7 in this case.
  • a crystal-like deformation grid is formed. This is, as it were, constructed from a multiplicity of grid layers 6, which are stacked one above the other in the stacking direction 7.
  • the arrangement of the unit cells 5 within each grid layer 6 is designed such that the square base surfaces of the unit cells 5, as in a chessboard, each other without gaps, whereby the bottom in the stacking direction 7 grid layer 6 completely covers the protected surface 2 to be protected.
  • a schematic representation of the arrangement of a grid layer 6 is shown in FIG Fig. 2 to see.
  • Two directly superimposed grid layers 6 are arranged laterally offset from one another by half the length of the diagonal of an elementary cell base surface in the direction of the diagonal. Because of this alternating stacking sequence ABAB, the tips of the pyramids forming the lower grid layer 6 and the corners of the base areas of the pyramids forming the overlying grid layer 6 touch each other.
  • the individual grid layers 6 are permanently connected to each other, so welded.
  • additional X-shaped braces 8 are realized in this way. They serve, as with a crane boom or a steel bridge construction, as additional stiffening elements in the deformation grid. Visible are the X-shaped struts 8 when looking at the deformation grating in the profile. A corresponding section shows Fig. 4 ,
  • the deformation grid acts in a buffer layer 3 according to the invention in the manner of a skeleton or skeleton.
  • This framework is surrounded by a damping mass 9 made of fiber-reinforced foam concrete. That foam concrete complements the deformation grid to a cuboid buffer layer 3 and fills in the gaps in the deformation grid.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Emergency Management (AREA)
  • Business, Economics & Management (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • Laminated Bodies (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Dampers (AREA)
EP11807861.7A 2011-01-07 2011-12-16 Schutzsystem für gebäude- oder behälterwände Not-in-force EP2661527B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102011008067A DE102011008067A1 (de) 2011-01-07 2011-01-07 Schutzsystem für Gebäude- oder Behälterwände
PCT/EP2011/006377 WO2012092949A2 (de) 2011-01-07 2011-12-16 Schutzsystem für gebäude- oder behälterwände

Publications (2)

Publication Number Publication Date
EP2661527A2 EP2661527A2 (de) 2013-11-13
EP2661527B1 true EP2661527B1 (de) 2014-04-23

Family

ID=45476444

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11807861.7A Not-in-force EP2661527B1 (de) 2011-01-07 2011-12-16 Schutzsystem für gebäude- oder behälterwände

Country Status (8)

Country Link
US (1) US20130295340A1 (zh)
EP (1) EP2661527B1 (zh)
CN (1) CN103314168A (zh)
BR (1) BR112013017015A2 (zh)
CA (1) CA2824408A1 (zh)
DE (1) DE102011008067A1 (zh)
WO (1) WO2012092949A2 (zh)
ZA (1) ZA201303907B (zh)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2236686A1 (de) * 2009-04-03 2010-10-06 F.J. Aschwanden AG Bewehrungselement für die Aufnahme von Kräften von betonierten Platten im Bereich von Stützelementen
CN103966980B (zh) * 2014-05-21 2016-04-13 湖南大学 钢-混凝土组合式桥梁防船撞装置及防船撞桥梁
DE102017201915A1 (de) * 2017-02-07 2018-08-09 New Np Gmbh Schutzsystem zum Schutz von Gebäuden vor Flugzeugabstürzen
CN108252510A (zh) * 2018-03-28 2018-07-06 中铁十局集团第二工程有限公司 一种混凝土分仓阻隔格栅网
CN108487490B (zh) * 2018-04-16 2019-09-20 太原理工大学 抗爆炸冲击的复合防护结构
CN111677976B (zh) * 2020-07-09 2024-07-09 中国电建集团成都勘测设计研究院有限公司 可用于峡谷区水电工程边坡区域的供水管道防护结构

Family Cites Families (60)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1349868A (en) * 1918-04-16 1920-08-17 Atterbury Grosvenor Reinforced cellular structure
US2140283A (en) * 1936-11-21 1938-12-13 Faber Herbert Alfred Monolithic slab floor construction
US2178667A (en) * 1937-02-27 1939-11-07 Edith M Littlefield Method of construction and structure resulting therefrom
US2389238A (en) * 1940-12-20 1945-11-20 Phillips William Arthur Composite structure and structural element
US2549189A (en) * 1945-01-23 1951-04-17 Gabo Naum Building construction unit
US3049196A (en) * 1960-12-08 1962-08-14 Charles W Attwood Roof or floor support
LU43042A1 (zh) * 1962-01-31 1963-03-19
FR1354223A (fr) * 1963-01-23 1964-03-06 Chamming S Jack Panneau orthotrope
US3347007A (en) * 1964-12-18 1967-10-17 Jesse R Hale Embedded spaced truss structures
US3298402A (en) * 1965-02-15 1967-01-17 Jesse R Hale Method for fabricating space structures
US3415027A (en) * 1965-07-30 1968-12-10 Butler Manufacturing Co Truss of spaced pyramidal units
US3407560A (en) * 1965-10-21 1968-10-29 Hanns U. Baumann Expanded, trussed structural assemblance and method of assembly
US3705473A (en) * 1970-07-20 1972-12-12 Tridilosa Intern Inc Structural slab members
CH536423A (de) * 1971-02-18 1973-04-30 Imex Ag Verfahren und Vorrichtung zur Herstellung einer Bewehrung für Betondecken, Betonwände und dergleichen
US3942291A (en) * 1974-05-06 1976-03-09 Takenaka Komuten Co., Ltd. Artificial land structure framework
US4178736A (en) * 1976-02-05 1979-12-18 Salas Frank D Housing module and space frame
US4104842A (en) * 1977-02-25 1978-08-08 Rockstead Raymond H Building form and reinforcing matrix
US4918281A (en) * 1980-07-02 1990-04-17 Rohr Industries, Inc. Method of manufacturing lightweight thermo-barrier material
US4494349A (en) * 1982-07-28 1985-01-22 Clements Arthur C Truss structure
US4448832A (en) * 1983-04-25 1984-05-15 Kidwell William J Dimensionally woven composite
US4614013A (en) * 1984-02-21 1986-09-30 David Stevenson Method of forming a reinforced structural building panel
US4679372A (en) * 1984-05-24 1987-07-14 Noble Alfred H Space frame apparatus and a space frame employing such apparatus
US4805367A (en) * 1987-06-26 1989-02-21 Kleckner John R Ventilating support for roof insulation
FR2659103B2 (fr) * 1988-10-14 1993-10-29 Campenon Bernard Dispositif pour ameliorer la resistance des ouvrages a l'impact des projectiles conventionnels.
US5070673A (en) * 1988-11-02 1991-12-10 Tetrahex, Inc. Tetrahexagonal truss structure
US4967533A (en) * 1988-11-02 1990-11-06 Tetrahex, Inc. Tetrahexagonal truss structure
US4965138A (en) * 1989-09-20 1990-10-23 Rene Gonzalez Structural panel
DE4022138C1 (zh) * 1990-07-11 1992-02-13 Mero-Raumstruktur Gmbh & Co Wuerzburg, 8700 Wuerzburg, De
JPH04174148A (ja) * 1990-11-06 1992-06-22 Shiyouji Mamada 壁面構造体およびその接続装置およびその接続装置に使用する取付金具および前記壁面構造体の取付および接続する方法
GB2251872A (en) * 1991-01-16 1992-07-22 Shimizu Construction Co Ltd Structure supporting many buildings
US5412914A (en) * 1991-07-08 1995-05-09 Daw; Terry L. Raised access flooring system
TW299381B (zh) * 1991-08-13 1997-03-01 Mitsubishi Heavy Ind Ltd
PT99455B (pt) * 1991-11-08 1999-02-26 Lourdestour Urbanismo E Constr Estrutura de betao armado para obras com finalidade de seguranca
SE9202586D0 (sv) * 1992-09-09 1992-09-09 Swesib Ritkontor Ab Swe-wall
US5527590A (en) * 1993-03-18 1996-06-18 Priluck; Jonathan Lattice block material
US5679467A (en) * 1993-03-18 1997-10-21 Priluck; Jonathan Lattice block material
US5704169A (en) * 1993-09-09 1998-01-06 Temcor Space truss dome
US5404688A (en) * 1993-11-03 1995-04-11 Greaves; William S. Matrix for reinforcing concrete
HU217900B (hu) * 1995-02-24 2000-05-28 Dénes Joó Modulrendszerű vázszerkezet
US5804757A (en) * 1996-03-29 1998-09-08 Real World Consulting, Inc. Flexible, lightweight, compound body armor
AU5245598A (en) * 1996-11-08 1998-05-29 Nu-Cast Inc. Improved truss structure design
US20010020353A1 (en) * 1999-02-24 2001-09-13 Carr Michael J. Modular truss
DE19933298C2 (de) * 1999-07-15 2001-10-04 Ytong Holding Gmbh Faserverstärkter Schaumbeton sowie Verfahren zu seiner Herstellung
FR2804952B1 (fr) * 2000-02-11 2002-07-26 Rhodia Chimie Sa Composition de beton ultra haute performance resistant au feu
US6931812B1 (en) * 2000-12-22 2005-08-23 Stephen Leon Lipscomb Web structure and method for making the same
US7963085B2 (en) * 2002-06-06 2011-06-21 University Of Virginia Patent Foundation Multifunctional periodic cellular solids and the method of making same
US7288326B2 (en) * 2002-05-30 2007-10-30 University Of Virginia Patent Foundation Active energy absorbing cellular metals and method of manufacturing and using the same
AU2003270086A1 (en) * 2002-09-03 2004-03-29 University Of Virginia Patent Foundation Method for manufacture of truss core sandwich structures and related structures thereof
TWI225531B (en) * 2002-09-04 2004-12-21 Univ Brigham Young Three-dimensional grid panel
US20060080835A1 (en) * 2003-02-14 2006-04-20 Kooistra Gregory W Methods for manufacture of multilayered multifunctional truss structures and related structures there from
JP3876364B2 (ja) * 2003-09-01 2007-01-31 文一 庄司 立体トラス構造面版組立体
US7574830B2 (en) * 2006-08-08 2009-08-18 Christopher Baker High strength lightweight material
KR100662627B1 (ko) * 2006-08-24 2006-12-28 박이동 해안침식방지용 철근 콘크리트 삼각뿔 블럭
US20090031661A1 (en) * 2007-07-30 2009-02-05 Khatchik Chris Khatchikian Panels and a method of making
WO2009048676A1 (en) 2007-08-16 2009-04-16 University Of Virginia Patent Foundation Hybrid periodic cellular material structures, systems, and methods for blast and ballistic protection
KR100994934B1 (ko) * 2008-06-20 2010-11-19 한국과학기술원 피라미드형 체적 구조재 및 그 제작방법
CN102149878B (zh) * 2008-08-08 2012-11-14 D·诺布尔 可居住的空间框架
WO2010082970A2 (en) 2008-10-23 2010-07-22 University Of Virginia Patent Foundation Reactive topologically controlled armors for protection and related method
CN101481930B (zh) * 2009-01-22 2012-02-29 大连理工大学 纤维编织网复合钢筋增强混凝土的建筑结构及其制备方法
CN101806041B (zh) * 2010-03-25 2012-07-04 四川省交通厅公路规划勘察设计研究院 桥墩滚石撞击防护构造

Also Published As

Publication number Publication date
US20130295340A1 (en) 2013-11-07
WO2012092949A8 (de) 2013-01-10
DE102011008067A1 (de) 2012-07-12
CA2824408A1 (en) 2012-07-12
CN103314168A (zh) 2013-09-18
ZA201303907B (en) 2014-08-27
EP2661527A2 (de) 2013-11-13
WO2012092949A3 (de) 2012-08-30
WO2012092949A2 (de) 2012-07-12
BR112013017015A2 (pt) 2019-10-01

Similar Documents

Publication Publication Date Title
EP2661527B1 (de) Schutzsystem für gebäude- oder behälterwände
DE19922295C1 (de) Unterbodenstruktur einer Rumpfzelle eines Luftfahrzeuges
EP1914351A2 (de) Noppenbahn
DE102012219209A1 (de) Wandelement für Gebäude in Fertigbauweise
EP3510217B1 (de) Schutzsystem zum schutz von gebäuden vor flugzeugabstürzen
EP2806245B1 (de) Anordnung zum Schutz eines Objekts gegen anfliegende Projektile
EP2126218B1 (de) Absorber mit trägerprofilen
DE102010037202B4 (de) Bauwerk, insbesondere Bauwerk eines Kernkraftwerkes
DE3025150C2 (de) Bis zur Grenztragfähigkeit beanspruchbares mehrschichtiges Tragwerk
DE202019105749U1 (de) Schwimmkörper, umfassend mindestens ein Element aus Schaumglas und mindestens ein ein- oder mehrteiliges Tragwerk
EP2522877A2 (de) Schwingungsisolationseinrichtung
EP1536066B1 (de) Schallschutzelement
DE202012005469U1 (de) Baustein
DE102010037201A1 (de) Bauwerk, insbesondere Bauwerk eines Kernkraftwerkes
EP2428626B1 (de) Stellwand zur Separierung von Schüttgütern
EP1959073B1 (de) Leichtbauelement zum Bau einer Wandverstärkung von bestehenden Objekten, sowie Wandverstärkung aus Leichtbauelementen
DE19938676A1 (de) Schallschutzwand für Verkehrswege
EP4388158A1 (de) Schaumglasverbundelemente und ihre anwendung
EP3739125B1 (de) Anpralldämpfer für verkehrswege
DE102018220289B4 (de) Mehrschichtwand für die Aufnahme einer dynamischen Beanspruchung in einem Bauwerk
EP3492666A1 (de) Lastelement im hochbau
DE202005015904U1 (de) Hochhaus mit einem Tragwerk
DE102008014629A1 (de) Vorrichtung zum Objektschutz vor Detonationsbedingten Druckwellen
DE2023363A1 (de) Verbindungsanker für Mehrschichten-Betonplatten
DE102007030176A1 (de) Erdbebenfeste Mauerwerkskonstruktion

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: 20130725

AK Designated contracting states

Kind code of ref document: A2

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

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RIC1 Information provided on ipc code assigned before grant

Ipc: E04C 5/06 20060101ALI20131029BHEP

Ipc: E04H 9/10 20060101AFI20131029BHEP

Ipc: F41H 5/04 20060101ALI20131029BHEP

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

Effective date: 20131115

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: AT

Ref legal event code: REF

Ref document number: 663982

Country of ref document: AT

Kind code of ref document: T

Effective date: 20140515

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: 502011002853

Country of ref document: DE

Effective date: 20140605

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20140423

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: 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: 20140423

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: 20140723

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: 20140723

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: 20140724

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: 20140423

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: 20140823

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: 20140423

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: 20140423

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: 20140423

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: 20140423

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: 20140423

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: 20140423

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

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: 20140825

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502011002853

Country of ref document: DE

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: 20140423

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: 20140423

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: 20140423

Ref country code: CZ

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: 20140423

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: 20140423

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: 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: 20140423

26N No opposition filed

Effective date: 20150126

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502011002853

Country of ref document: DE

Effective date: 20150126

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

Ref country code: BE

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

Effective date: 20141231

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: 20140423

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: 20141216

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: 20141231

Ref country code: IE

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

Effective date: 20141216

Ref country code: LI

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

Effective date: 20141231

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: 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: 20140423

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: 20140423

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: 20140423

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20111216

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: 20140423

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 6

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: 663982

Country of ref document: AT

Kind code of ref document: T

Effective date: 20161216

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: 20161216

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: 20140423

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 502011002853

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: 502011002853

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: 20140423

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

Ref country code: FI

Payment date: 20181121

Year of fee payment: 18

REG Reference to a national code

Ref country code: GB

Ref legal event code: 732E

Free format text: REGISTERED BETWEEN 20190314 AND 20190320

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

Ref country code: DE

Payment date: 20181220

Year of fee payment: 8

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502011002853

Country of ref document: DE

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

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 NON-PAYMENT OF DUE FEES

Effective date: 20191217

Ref country code: DE

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

Effective date: 20200701

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

Ref country code: FR

Payment date: 20201228

Year of fee payment: 10

Ref country code: GB

Payment date: 20201217

Year of fee payment: 10

REG Reference to a national code

Ref country code: FI

Ref legal event code: MAE

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20211216

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 NON-PAYMENT OF DUE FEES

Effective date: 20211216

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

Ref country code: GB

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

Effective date: 20211216

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: 20211231