EP2722466B1 - Système composite destiné à renforcer des éléments de construction - Google Patents

Système composite destiné à renforcer des éléments de construction Download PDF

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Publication number
EP2722466B1
EP2722466B1 EP13189403.2A EP13189403A EP2722466B1 EP 2722466 B1 EP2722466 B1 EP 2722466B1 EP 13189403 A EP13189403 A EP 13189403A EP 2722466 B1 EP2722466 B1 EP 2722466B1
Authority
EP
European Patent Office
Prior art keywords
elements
composite system
masonry
tensile
wall
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
EP13189403.2A
Other languages
German (de)
English (en)
Other versions
EP2722466A1 (fr
Inventor
Atilla Ötes
Axel Wertenbroch
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.)
Hering Bau & Co KG GmbH
Original Assignee
Hering Bau & Co KG 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 Hering Bau & Co KG GmbH filed Critical Hering Bau & Co KG GmbH
Publication of EP2722466A1 publication Critical patent/EP2722466A1/fr
Application granted granted Critical
Publication of EP2722466B1 publication Critical patent/EP2722466B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04C2/10—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 wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E04C2/12—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 wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of solid wood
    • E04C2/14—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 wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of solid wood 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
    • E04C2/06—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
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • 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
    • E04H9/02—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 withstanding earthquake or sinking of ground
    • E04H9/027—Preventive constructional measures against earthquake damage in existing buildings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal

Definitions

  • the present invention relates to a composite system for reinforcing masonry walls.
  • the closest prior art US 2011/0302875 A1 discloses a composite system of pressure-resistant masonry walls and prefabricated tensile elements according to the preamble of claim 1.
  • the DE 10 2011 118 854 A1 relates to a method for retrofitting a containment for nuclear power plants.
  • the shell constructed in reinforced concrete construction is to be provided for this purpose with internal and external steel sheet constructs.
  • the measure is the subsequent increase in the bending capacity of a concrete wall against aircraft crash. It is not comparable with the reinforcement of a masonry wall to increase the disk carrying capacity in wall plane.
  • the object of the present invention is accordingly to provide a system for reinforcing walls, which has the disadvantages of the prior art Technology does not have.
  • the system is designed to allow quick and easy installation.
  • an installation in the dry construction method should be made possible, so that the disadvantages of using the treated buildings during the construction work on the walls are as small as possible.
  • This object is achieved by a composite system for reinforcing walls with non-positively attached thereto tensile elements having a textile reinforcement
  • a composite system is formed, which consists of the pressure-resistant wall and the external tensile elements.
  • the expansion of the invention leads in a composite system with reinforcing elements to a significant improvement in the carrying properties.
  • the composite system has a higher carrying capacity with the extended cross-section and provides with the tensile elements - an increase in system integrity and ductility.
  • the composite system of the invention is particularly suitable for the subsequent reinforcement of masonry buildings in seismic areas.
  • the composite system according to the invention is used in particular for the reinforcement of load-bearing and stiffening masonry walls, which are claimed in the wall plane by vertical and horizontal forces.
  • the typical boundary bearing behavior of stiffening masonry walls is characterized by diagonal cracks, which can lead to the loss of carrying capacity with the splitting in the wall into individual sections.
  • the composite system according to the invention holds together with the tensile elements the masonry wall together and allows the recording and transmission of Horizontal forces in the wall while limiting deformation.
  • the composite system according to the invention can in principle also be applied to infilling masonry walls in skeletal constructions.
  • the aim of the reinforcement in this case is to improve the involvement of the masonry in absorbing the horizontal forces in the building while increasing safety against falling out.
  • the system according to the invention with a simple and quick installation allows the realization of the gain in a short time. So the system is also suitable for emergency measures after an earthquake.
  • the attachment can be done in dry construction, so that the impairment of the use of the structures is low. Prefabrication of the elements ex works also ensures high product quality.
  • the tensile elements in a particular case are also exchangeable interchangeable.
  • the tensile elements can be disguised, for example by plaster.
  • the tension-resistant elements used according to the invention allow a modular construction and a modular arrangement. That is, the tensile elements may have the size of the wall or be divided into several individual elements. Due to the modular design, a quick installation on buildings without the use of heavy equipment is possible. Basically, the tensile elements are designed so that they can be carried by two people and also have manageable dimensions. The tensile strength of the elements is determined by the inserted reinforcement.
  • the tensile strength is in a range of 0.6 to 1.2 kN / cm 2 cross-sectional area of the reinforcing member.
  • the tensile elements have a thickness from 15 mm to 25 mm. Basically, the thickness should be about 20 mm.
  • the weight of the tensile element results from the density of the material used. For concrete, it is in a range of 2.0 - 2.5 kg / dm 3 . In a particularly preferred embodiment, the weight per element is about 50 kg.
  • the weight of the reinforcing elements is preferably 20-100 kg / m 2 .
  • the tensile elements can be applied on one side or on both sides of walls. This may vary depending on local conditions.
  • the individual tensile elements are based on the octametric measure of masonry in their dimensions. This results in sizes for the tensile elements, which are a multiple of 12.5 cm. Preference is given to rectangular elements with heights of 12, 5 cm to 250 cm, preferably from 25 cm to 75 cm. The lengths of the rectangular elements are preferably 75 cm to 250 cm, more preferably 100 cm to 200 cm. In addition, individual, different sizes of the elements and hole arrangements, to adapt to local conditions are possible.
  • the tensile elements are provided with through holes. These allow attachment by means of mechanical fasteners. The arrangement of the holes is also based on the octametric measurement system.
  • the tensile elements may have a reinforcement in the area of the holes. This can be achieved with one or more additional built-in plate (s). It is advantageous according to the invention that the reinforcing elements in masonry summarize several rows of stones. For two-sided mounting, for example, too an offset arrangement is preferred. That is, the tensile elements on each side of the wall are arranged opposite heights. This ensures that the abutting edges of the tensile elements are at different heights.
  • the effectiveness of the measure can be increased by the fact that the edges of the tensile elements are intermeshed liquid form. This enables transmission of the thrust forces between the individual tensile elements.
  • the toothing on the edge of the tensile element can be done on the one hand by appropriate profiling of the edge and on the other hand by using local or peripheral elements, for example by a prefabricated edge element made of steel, which also allows the edge formwork and the attitude of the probation in the production of the finished part.
  • the toothing can be improved by introducing a grout.
  • the tensile elements can be supplemented by interlocking the horizontal joints to form a bandage structure.
  • the tensile elements are made according to the invention of textile-reinforced concrete. Such elements allow good wearing properties made of textile-reinforced concrete. Such elements allow good carrying properties with low component thickness and thus a low weight of the tensile elements.
  • the thicknesses of the tensile elements are between 15 mm and 25 mm depending on the load.
  • technical textiles are suitable as reinforcement inserts. Particularly suitable as reinforcement are carbon fibers. Alternatively, other materials may be used, for.
  • the carbon fibers are preferably incorporated in the form of mats (fabric, scrim).
  • the reinforcement situation is related to built the cross section in the middle of the component so that there is an equal concrete cover on both sides.
  • the reinforcement insert is determined depending on the expected load. Depending on the load, several reinforcement inserts may be necessary, preferably two reinforcement layers.
  • Concrete is preferably used as the shaping material.
  • a particularly preferred material is fine-grained concrete. This is a concrete with a maximum grain diameter of 8 mm.
  • the concrete recipe is chosen in a vote on the reinforcement used
  • the concrete has self-compacting properties, so that the conversion elements can be produced with the use of little jarring energy.
  • the concrete used preferably has a centric tensile strength in the range of 5 to 10 N / mm 2 , particularly preferably 6 to 8 N / mm 2 .
  • various additives are added to the concrete, preferably pozzolanic aluminosilicates.
  • the concrete is produced in different colors, so that the composite elements can also assume architectural function.
  • the surface of the tensile elements can be made smooth or rough. This applies to both the formwork and the Eingußseite. If there is a bond on the inside or a plaster layer on the outside, the respective side of the tensile elements is made rough in accordance with the product specification used in order to allow a better bond. In addition, it is not possible to refine the outside of the tensile elements by further measures (structures, photo concrete, etc.).
  • the mechanical connecting means used according to the invention must ensure the transverse force transmission between reinforcing element and wall, in particular masonry wall.
  • an adaptation to the special requirements of the composite arrangement is made.
  • an adhesive layer between tensile element and wall the to improve local load introduction.
  • connection between the tensile element and the wall can be ensured by mechanical connection means.
  • a good anchoring ground allows the local anchoring of the composite forces (for example in concrete or sand-lime brick).
  • the connection with mechanical connection means provides sufficient rigidity for the composite system according to the invention.
  • the mechanical connection means If the required power transmission is not possible by the mechanical connection means alone, local bonding can additionally be provided. Due to the additional material bond, the composite forces can be transmitted not only via the mechanical connection means but also via the bond. In addition, the bond strength increases the rigidity of the connection.
  • the mechanical connection means are further used according to the invention and ensure the permanent bond and prevent any detachment of the reinforcing elements from the wall.
  • Fixing holes are provided in the tensile elements. These are prefabricated from the factory during the manufacturing process. In the given grid, a through hole with a specific diameter is arranged in each case. The through hole receives an extended recess on the shell side (i.e., later outside). This recess provides during installation space for the anchor head, z. B. when screw connections are to be made.
  • the anchor head can according to the invention consist of steel or a comparable material. It preferably contains on the outside at least two recesses, which allow the approach of a suitable tool.
  • the anchor head preferably a device which makes a non-positive connection with the mechanical connection means (eg an internal thread, so that the anchor head can be screwed onto a corresponding threaded rod).
  • the anchor head can be closed with a special cover cap. This is anchored in the recesses that allow the tool to be set up. In the area of the anchor head, the thickness of the tensile element is reduced. Therefore, there is a need for special matching to the requirements.
  • the screw can also be made on the surface of the tensile element to secure the mechanical connection part.
  • the screw can also be made on the surface of the tensile element to secure the mechanical connection part.
  • this embodiment has aesthetic disadvantages.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Emergency Management (AREA)
  • Business, Economics & Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Finishing Walls (AREA)

Claims (12)

  1. Système intégré fait des murs en maçonnerie résistants à la pression (1) et fait des éléments (2) préfabriqués et résistants à la traction, les éléments (2) étant reliés de manière à être solidaire aux murs en maçonnerie (1) et ayant une épaisseur de 15 - 25 mm ,
    caractérisé en ce que
    les éléments (2) sont faits de béton renforçé de textile et présentants des dimensions selon le système de mesure octamétrique.
  2. Le système intégré selon la revendication 1, caractérisé en ce que la résistance à la traction des éléments (2) est entre 0,6 - 1,2 kn/cm2.
  3. Le système intégré selon l'une des revendication précedéntes, caractérisé en ce que les éléments (2) sont attachés à l'un côté ou les deux côtés du mur en maçonnerie (1).
  4. Le système intégré selon l'une des revendication précédentes, caractérisé en ce que les éléments (2) en résistance contre la traction sont arrangés à les deux côtés du mur en maçonnerie (1) de telle sorte qu'ils sont décalés verticalement contre l'un à l'autre.
  5. Le système intégré selon l'une des revendication précédentes, caractérisé en ce que les éléments (2) sont équipés avec des trous traversants, l'arrangement de lesquels est basée sur le système de mésure octamétrique.
  6. Le système intégré selon l'une des revendication précédentes, caractérisé en ce que les bords des éléments (2) sont endentés de forme finale.
  7. Le système intégré selon l'une des revendication précédentes, caractérisé en ce que les éléments (2) sont attachés au mur en maçonnerie (1) par des moyens de connexions méchaniques et additonellement d'un circuit de matériau dans la région des liens (5).
  8. Le système intégré selon l'une des revendication précédentes, caractérisé en ce que le moyens de connexion (13) sont des dispositifs d'ancrage d'expansion, des dispositifs d'ancrage à dépouille, des dispositifs d'ancrage d'injection.
  9. Le système intégré selon l'une des revendication précédentes, caractérisé en ce que les trous traversants dans les éléments (2) ont un élargissement (3) au côté extérieur pour la reception d'une tête d'ancrage coulée (13).
  10. Le système intégré selon l'une des revendication précédentes, caractérisé en ce que les éléments (2) sont additionellement fixés à la maçonnerie par une couche adhésive.
  11. Le procès pour la production du système intégré selon l'une des revendications précédentes, caractérisé en ce que la maçonnerie est exposée jusqu'a la maçonnerie brute, une identification du géométrie de pierre, une integrité du matériau sont effectués, la réparation de la maçonnerie est effectuée, si nécessaire, et les trous percés pour la fixation des éléments (2) sont faits et les éléments sont attachés au mur au maçonnerie (1) par des moyens de connexion (13).
  12. L'utilisation du système intégré selon la revendication 11 pour le renforçage postérieur des murs en maçonnerie.
EP13189403.2A 2012-10-18 2013-10-18 Système composite destiné à renforcer des éléments de construction Not-in-force EP2722466B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102012109950.2A DE102012109950A1 (de) 2012-10-18 2012-10-18 Verbundsystem zur Verstärkung von Bauteilen

Publications (2)

Publication Number Publication Date
EP2722466A1 EP2722466A1 (fr) 2014-04-23
EP2722466B1 true EP2722466B1 (fr) 2017-11-29

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EP (1) EP2722466B1 (fr)
DE (1) DE102012109950A1 (fr)
TR (1) TR201802538T4 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2022245213A1 (fr) * 2021-05-19 2022-11-24 B. De Lange Holding B.V. Panneau de renforcement mural à emboîtement, ensemble de renforcement mural et procédé de renforcement mural

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102015119679A1 (de) 2015-11-13 2017-05-18 Hering Bau Gmbh & Co. Kg Verfahren zur Herstellung von lichtreflektierende Bildelemente enthaltenden Betonelemente und nach diesem Verfahren hergestellter Beton
CN107165436B (zh) * 2016-02-17 2020-01-07 朱奎 砖墙加固构造
CN106592815A (zh) * 2016-12-07 2017-04-26 河北工业大学 一种具有高抗剪和高抗震性能的砌体墙的制造方法
CN108532981A (zh) * 2018-05-07 2018-09-14 中国矿业大学 一种提高多叶砖砌体墙抗震性能的trc的加固方法
CN108979192A (zh) * 2018-08-20 2018-12-11 广东省建筑科学研究院集团股份有限公司 一种砌体结构承重墙的加固结构及其施工方法
CN114517595B (zh) * 2022-03-10 2023-12-08 山东省建筑科学研究院有限公司 一种装配式加固既有砌体结构体系及其施工方法

Family Cites Families (28)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE467099C (de) 1928-10-19 Gottfried Hamm Dipl Ing Duennwandiger, armierter Betonkoerper
DE1916590A1 (de) 1969-04-01 1970-11-19 Hebel Gasbetonwerk Gmbh Verfahren zur Herstellung hinterluefteter Fassaden
DE2124227C2 (de) 1971-05-15 1984-08-02 Steuler Industriewerke GmbH, 5410 Höhr-Grenzhausen Verfahren zum Aufbringen von Kunststoff-Ankernoppen auf die Rückseite von großflächigen Auskleidungsplatten aus Kunststoff
AT351719B (de) * 1974-08-14 1979-08-10 Haller Hans Verfahren zur herstellung von fertigteilmauer- pfeilern
DE2700022A1 (de) * 1977-01-03 1978-07-06 Schach Alfred Dr Fertigbau-grosswandelement aus mauerwerk
DE2713090C3 (de) 1977-03-24 1981-04-02 Josef 8999 Weiler Rudolph Betonwerkstein, Verfahren zu dessen Herstellung und dessen Verwendung
DE3044664A1 (de) 1980-11-27 1982-07-15 Manfred 3250 Hameln Hattensauer "vorrichtung zur abnehmbaren bekleidung von wand- oder bodenflaechen mit fliesen, kleinformatigen wandbekleidungsplatten oder dergleichen"
DE3442183C2 (de) 1984-11-17 1986-12-18 Erwin 8451 Kümmersbruck Voit Plattensystem mit wenigstens einer Platte aus zementgebundenem Material
DE3926537C2 (de) 1989-08-11 1994-02-10 Fulgurit Baustoffe Gmbh Befestigungselement
DE8913991U1 (fr) 1989-11-28 1990-02-08 Kerapid Krueger Und Schuette Kg, 3200 Hildesheim, De
DE4319993C2 (de) * 1993-06-17 2001-05-10 Kloeber Johannes Plastisch verformbares flächiges Gebilde
US5398473A (en) 1993-09-02 1995-03-21 Chan; Stephen Building cladding system
US5649398A (en) * 1994-06-10 1997-07-22 Hexcel-Fyfe L.L.C. High strength fabric reinforced walls
DE29619514U1 (de) 1996-11-09 1998-03-12 Eischeid Karl Fassadenplattenbefestigung
DE19848154A1 (de) 1998-10-20 2000-04-27 Poroceram Forschungslabor Verkleidungsbauteil, insbesondere Putzträgerplatte, Stuckträgerleiste o. dgl. für Außenfassaden
DE29906465U1 (de) 1999-04-13 1999-07-29 Murjahn Amphibolin Werke Aufhängung für Fassadenplatten an Gebäuden
DE29916530U1 (de) 1999-09-20 2000-03-23 Rekostein Gmbh Vorgehängte, hinterlüftete Fassadenplatten aus einschichtigem, unbewehrten Betonwerkstein zur unsichtbaren Befestigung
CA2333830A1 (fr) 2000-02-03 2001-08-03 Nichiha Corporation Accessoire pour panneaux muraux, panneau mural sur lequel est fixe l'accessoire, et methode d'attacher des panneaux muraux ensemble
JP2002250136A (ja) * 2001-02-26 2002-09-06 Civil Renewale Kk 補強パネル
DE20105761U1 (de) * 2001-04-02 2001-07-19 Elmenhorst Bauspezialartikel G Bewehrungsanordnung für ein Mauerwerk und bügelförmiges Formelement hierfür
JP3583082B2 (ja) * 2001-06-08 2004-10-27 日本スレート株式会社 パネル壁
DE20207945U1 (de) * 2002-05-22 2003-09-25 Molter Matthias Textilbetonelement
DE10260684A1 (de) 2002-12-23 2004-07-15 Hering Bau Gmbh & Co. Kg Fassadenelement, Verfahren zur Herstellung des Fassadenelements sowie Fassadensystem
JP5239190B2 (ja) * 2007-03-28 2013-07-17 鹿島建設株式会社 既設ｒｃ部材の補強方法及び既設ｒｃ部材の補強用パネル
JP2010196285A (ja) * 2009-02-23 2010-09-09 Kumagai Gumi Co Ltd 既設構造物の補強方法
JP5337329B2 (ja) * 2009-08-21 2013-11-06 前田建設工業株式会社 あと施工アンカー及びこれを用いた耐震補強構造、耐震補強方法
IL206239A0 (en) * 2010-06-08 2010-11-30 Ronen Maoz Seismopanel method- use of panel system for strengthening structures walls against earthquakes and other outside forces
DE102011118854A1 (de) * 2011-11-18 2013-05-23 Rwe Power Aktiengesellschaft Verfahren zur nachträglichen Bewehrung eines Containments für Kernkraftwerke

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2022245213A1 (fr) * 2021-05-19 2022-11-24 B. De Lange Holding B.V. Panneau de renforcement mural à emboîtement, ensemble de renforcement mural et procédé de renforcement mural
NL2028247B1 (en) * 2021-05-19 2022-12-06 J Van Klinken Holding B V Interlockable wall reinforcement panel, wall reinforcement assembly and method for wall reinforcement

Also Published As

Publication number Publication date
EP2722466A1 (fr) 2014-04-23
TR201802538T4 (en) 2018-03-21
DE102012109950A1 (de) 2014-05-08

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