EP2530217A1 - Corps de construction préfabriqué en béton textile - Google Patents
Corps de construction préfabriqué en béton textile Download PDFInfo
- Publication number
- EP2530217A1 EP2530217A1 EP20110177488 EP11177488A EP2530217A1 EP 2530217 A1 EP2530217 A1 EP 2530217A1 EP 20110177488 EP20110177488 EP 20110177488 EP 11177488 A EP11177488 A EP 11177488A EP 2530217 A1 EP2530217 A1 EP 2530217A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- reinforcement
- building
- concrete
- textile
- 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.)
- Granted
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 42
- 239000004753 textile Substances 0.000 title claims abstract description 36
- 230000002787 reinforcement Effects 0.000 claims abstract description 51
- 239000000463 material Substances 0.000 claims abstract description 4
- 239000002131 composite material Substances 0.000 claims abstract description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 239000004033 plastic Substances 0.000 claims description 13
- 229920003023 plastic Polymers 0.000 claims description 13
- 125000006850 spacer group Chemical group 0.000 claims description 5
- 230000001419 dependent effect Effects 0.000 claims description 2
- 239000002759 woven fabric Substances 0.000 claims description 2
- 239000004744 fabric Substances 0.000 abstract description 11
- 239000000835 fiber Substances 0.000 description 13
- 230000032258 transport Effects 0.000 description 7
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 5
- 239000011151 fibre-reinforced plastic Substances 0.000 description 5
- 239000002657 fibrous material Substances 0.000 description 4
- 239000011159 matrix material Substances 0.000 description 4
- 229910001220 stainless steel Inorganic materials 0.000 description 4
- 239000010935 stainless steel Substances 0.000 description 4
- 229920000049 Carbon (fiber) Polymers 0.000 description 3
- 238000004026 adhesive bonding Methods 0.000 description 3
- 239000004917 carbon fiber Substances 0.000 description 3
- 239000003365 glass fiber Substances 0.000 description 3
- 238000009940 knitting Methods 0.000 description 3
- 238000009958 sewing Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 239000004831 Hot glue Substances 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 239000004760 aramid Substances 0.000 description 2
- 229920006231 aramid fiber Polymers 0.000 description 2
- 239000000919 ceramic Substances 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000001788 irregular Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002557 mineral fiber Substances 0.000 description 2
- 230000007935 neutral effect Effects 0.000 description 2
- 238000004023 plastic welding Methods 0.000 description 2
- 239000003351 stiffener Substances 0.000 description 2
- 230000003746 surface roughness Effects 0.000 description 2
- 238000009941 weaving Methods 0.000 description 2
- 239000004952 Polyamide Substances 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 229920002647 polyamide Polymers 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000012783 reinforcing fiber Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000012209 synthetic fiber Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
-
- 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34336—Structures movable as a whole, e.g. mobile home structures
-
- 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
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
- E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete
Definitions
- the invention relates to a prefabricated building made of textile concrete.
- the provision of spatially shaped concrete components for the construction of larger structures is known. It is also known to form concrete components made of textile concrete.
- the textile reinforcement consists of fiber materials that are biaxially or multiaxially oriented. In addition to glass fibers or glass cloth other fibers, such as. Carbon fibers, aramid fibers, polyamide or acrylic and other plastics are considered.
- the fibers can be embedded in the concrete as a woven, laid, knitted, knitted, braided, matted or the like.
- prefabricate buildings such as. Prefabricated garages or other small buildings, and set up in almost finished state at the site.
- Prefabricated garages or other small buildings are restrictions to consider. For example, allowed certain maximum external dimensions are not exceeded.
- individual transport permission is required, which is associated with high costs and costs, eg for route exploration, escort vehicles, etc.
- the transport company can carry out the transport of a prefabricated garage or other building on the basis of an existing permanent permit.
- a prefabricated garage according to the invention has a larger internal space, e.g. for a larger vehicle or for extra storage or more freedom of movement of passengers. It is much lighter and more environmentally friendly and cheaper to transport than conventional garages.
- the textile concrete may use mineral fibers, such as glass fibers, ceramic fibers, or organic fibers such as aramid fibers or carbon fibers for reinforcement. It is considered a low concrete coverage of, for example, only 20mm overlap thickness or less sufficient.
- the textile reinforcement may be introduced in the form of a mat, a fabric, a leno fabric, a knit or a knitted fabric. It can be arranged in one or more levels. It may include a plurality of spaced layers. In addition, it may have a grid structure with alternately larger and smaller spaces. This improves the anchoring of the fibers in the concrete. It also improves the cohesion of the reinforcement.
- the reinforcing fibers may be appropriately coated to improve the cohesion between concrete and fibers.
- the coating can protect the fibers from chemical attack by the basically basic concrete.
- fiber-reinforced plastic rods could also be used. These can have a smooth or textured surface.
- the structuring may include regular or irregular structures of suitable size. Such structures may be formed by a suitable surface roughness or by individual larger protrusions and / or depressions. The roughness can also be formed by a chemical reaction between the concrete and the plastic surface.
- the reinforcing rods can be connected to one another to form a two-dimensional or spatial grid.
- the individual bars may be connected to form the grid by tie wire, cable ties, plastic clips, adhesive, hot melt adhesive, Sch detailverbidn 11, (ultrasonic welding, plastic welding) or the like.
- Stainless steel, in particular stainless steel or else a fiber material can be used as the blind wire. It can textile yarns or rovings are used to connect reinforcing rods together. For this purpose short thread or roving sections are tied around the plastic reinforcing bars and the ends are knotted together.
- the plastic reinforcing rods can also be connected to a textile, eg a woven fabric, for example by knitting, weaving, sewing, gluing, stapling or the like. With each of the aforementioned techniques, it is possible to form both planar and in particular also spatial reinforcement structures.
- the requirement of a lower concrete coverage can also be used to three-dimensionally shape the textile surfaces used for the reinforcement before embedding them in the concrete, for example as a surface with a corrugation, with a rib structure, a one- or two-sided nub structure or the like.
- the reinforcement in partially loaded areas may be partially reinforced.
- surfaces that are traveled may have a higher reinforcement density than intermediate regions.
- building edges can be provided with a reinforced reinforcement or with other reinforcing structures.
- Such structures may be rib structures, reinforcing angles, edged hollow structures, or the like.
- the building is preferably provided as a prefabricated garage. Alternatively, however, it can also be used for other walk-in concrete bodies or room cells, for example for transformer stations, wet cells and temporary offices.
- the smaller wall thickness allows the attachment of a heat insulating layer on the inside and / or on the outside of the building or as an intermediate layer in the wall of the building without thereby reducing the volume converted.
- economically heatable space cells can be obtained.
- FIG. 1 is representative of all possible structures according to the invention
- a prefabricated garage 10 illustrates the industrial prefabricated and then by means of a suitable transport vehicle, as it is made FIG. 10 can be seen, driven to the site and unloaded there.
- the prefabricated garage 10 has an interior space 11, which is enclosed by a Wandanordung 12. These include side walls 13, 14, a roof 15 and at least optionally an end wall 16 and / or a bottom 17.
- the interior 14 is at least three-sided, optionally enclosed up to five sides.
- the individual walls, namely the left side wall 13, the right side wall 14, the roof 15, the end wall 16 and the bottom 17 can each be generalized also referred to as wall 18 in reference.
- the walls 18 enclose the interior 11 at least three-sided and in the present case five-sided.
- the walls 18 are preferably formed as flat plates. You can, as shown formed closed. However, they may also have openings, apertures and the like, e.g. to create windows, doors, passageways, vents, drains and the like.
- the prefabricated garage 10 according to the invention is preferably designed as a one-piece seamless component of textile concrete.
- FIG. 2 illustrates the vertical section of a building edge 19 along which the roof 15 and the side wall 13 are connected. As can be seen, the roof 15 and the side wall 13 joints seamlessly and seamlessly over each other.
- Each consists of a concrete matrix 20, in which one or more layers 20, 21 of a textile reinforcement 23 are embedded. The layers 20, 21 extend over the corner region of the building edge 19 away from the roof 15 in the side wall 13 and vice versa.
- the textile reinforcement 13 is preferably knitted or crocheted or woven from organic fibers (synthetic fibers) or else from mineral fibers such as glass fibers, ceramic fibers, carbon fibers or the like.
- the concrete cover of the reinforcement 23 is preferably relatively small. It is e.g. only 20mm.
- an insulating layer 24 may be attached, for example. From an organic foam.
- the prefabricated garage 10 can, as FIG. 3 shows, in particular at corners and edges such as, for example, be provided on the building edge 19 with a reinforcing structure.
- a reinforcing structure may, for example, be a hollow profile 25 continuous along the building edge 19. This may, for example, enclose a triangular plastic core 26 in cross-section.
- the hollow profile 25 may thus be formed by a likewise traversed by the reinforcement 23 web, which connects the roof 15 with the side wall 13. Corresponding webs can also be provided on all other building edges.
- rib structures may be provided on the walls, of which various possibilities in FIG. 4 are exemplified.
- a rib 27 may extend vertically or horizontally across the respective wall 18.
- the reinforcement of the respective wall 18 extends into the rib 27 and stiffens it.
- Such ribs 27 may be absent in particular on the side walls 13, 14 where normally motor vehicle side doors are Profschchenken so as not to limit their swing angle too much.
- the walls 18 are preferably flat. However, they can also be provided with thickening, as it is made FIG. 5 evident.
- the floor 17 strip-shaped reinforced sections 29, 30, which form, for example, the areas traveled by a motor vehicle areas. It is possible to form the textile reinforcement in these areas differently than in the intervening thinner sections.
- the reinforcement in the floor 17 may be substantially planar.
- individual layers of the reinforcement may be led up or down from the other reinforcement plane to define a vertical distance between each other. By way of illustration, such reinforcement is in FIG. 5 entered dashed.
- FIG. 6 illustrates this schematically without pretension to scale.
- the reinforcement 23 follows here a wave pattern, wherein the waves in the reinforced sections 29, 30 are denser than in the other floor 17th
- the textile reinforcement 23 may be formed as a flat textile structure, for example, in the wavy shape according to FIG. 6 has been transferred. However, it can also be stretched into the concrete matrix.
- a fabric or other fabric is used as the reinforcement 23, as it is, for example, from FIG. 7 evident.
- warp yarns 31 and weft yarns 32 are combined in groups, with passages 33 between these groups, through which liquid concrete can easily pass.
- the reinforcement 23 thus forms a grid, which is easy to introduce into the concrete and is embedded in this safe to enter into an intimate bond with this.
- the reinforcement 23 may be formed as a flat fabric or as a spacer fabric or knitted fabric, as in FIG. 8 is illustrated. It then comprises at least two textile layers 34, 35, which may be connected to each other by pile threads 36 or other spacers.
- the pile threads 36 provide a distance between the two textile layers 34, 35 and cause so that one of the layers above the wall center and the other layer is disposed below the wall center.
- the middle of the wall forms the neutral fiber for many load cases.
- the use of a spacer fabric ensures the placement of the tensile strength-promoting layers of reinforcement 23 outside the component's neutral fiber.
- plastic rods 37 can optionally be used. These can be used in addition to one of the above-described textile reinforcements 23 or replace them.
- the reinforcements 23 of the FIGS. 6 to 8 be reinforced by additional fiber reinforced plastic rods 37.
- the plastic rods may, if necessary, be connected to the other reinforcements 23, for example, by sewing, knitting, gluing, stapling, welding or the like.
- the rods may have round cross-sections or polygonal cross-section, be designed as flat profiles, angle sections, U-profiles, I-profiles, H-profiles or similar.
- the plastic rods 37 may have smooth or textured surfaces.
- the structuring may include regular or irregular structures of suitable size. Such structures may be formed by a suitable surface roughness or by individual larger protrusions and / or depressions. The roughness can also be formed by a chemical reaction between the concrete and the plastic surface.
- the reinforcing rods 37 may be interconnected to form a two-dimensional or spatial grid, as exemplified us in detail in FIG. 9 is shown.
- the individual reinforcing rods 37 may be connected at the crossing points by cable ties 38 or by tie wire, plastic clips, adhesive, hot melt adhesive, Sch detailverbidnungen (ultrasonic welding, plastic welding) or the like to form the grid as shown.
- Stainless steel, in particular stainless steel or else a fiber material can be used as the blind wire. It can textile yarns or rovings are used to connect reinforcing rods 37 together. For this purpose, short thread or roving sections are tied around the reinforcing rods 37 and the ends knotted together.
- the plastic reinforcing rods 37 may be provided with a textile, e.g. a tissue, e.g. by knitting, weaving, sewing, gluing, staples or the like.
- the building according to the invention is formed by a wall assembly consisting of textile concrete 12, which encloses an interior 11,
- textile concrete for creating the building 10 of the invention allows the version with a particularly thin wall thickness as well as the formation of relatively filigree reinforcement structures for stiffening.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Woven Fabrics (AREA)
- Reinforcement Elements For Buildings (AREA)
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL11177488T PL2530217T3 (pl) | 2011-05-30 | 2011-08-12 | Bryła budynku z betonu zbrojonego tekstyliami wytwarzana sposobem prefabrykacji |
EP11177488.1A EP2530217B1 (fr) | 2011-05-30 | 2011-08-12 | Corps de construction préfabriqué en béton textile |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP11168101A EP2530216A1 (fr) | 2011-05-30 | 2011-05-30 | Corps de construction préfabriqué en béton textile |
EP11177488.1A EP2530217B1 (fr) | 2011-05-30 | 2011-08-12 | Corps de construction préfabriqué en béton textile |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2530217A1 true EP2530217A1 (fr) | 2012-12-05 |
EP2530217B1 EP2530217B1 (fr) | 2015-10-14 |
Family
ID=44280950
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP11168101A Withdrawn EP2530216A1 (fr) | 2011-05-30 | 2011-05-30 | Corps de construction préfabriqué en béton textile |
EP11177488.1A Not-in-force EP2530217B1 (fr) | 2011-05-30 | 2011-08-12 | Corps de construction préfabriqué en béton textile |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP11168101A Withdrawn EP2530216A1 (fr) | 2011-05-30 | 2011-05-30 | Corps de construction préfabriqué en béton textile |
Country Status (5)
Country | Link |
---|---|
EP (2) | EP2530216A1 (fr) |
DK (1) | DK2530217T3 (fr) |
ES (1) | ES2552835T3 (fr) |
PL (1) | PL2530217T3 (fr) |
PT (1) | PT2530217E (fr) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102017113205A1 (de) | 2017-06-15 | 2018-12-20 | Leibniz-Institut Für Polymerforschung Dresden E.V. | Oberflächenmodifizierte Glasfasern zur Betonverstärkung und Verfahren zu ihrer Herstellung |
DE102017126447A1 (de) | 2017-11-10 | 2019-05-16 | CHT Germany GmbH | Beschichtung von Faserprodukten mit wässrigen Polymerdispersionen |
EP2894272B1 (fr) | 2014-01-13 | 2023-04-19 | GOLDBECK GmbH | Béton armé haute performance |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102014105795B4 (de) | 2014-04-24 | 2016-09-15 | Technische Universität Dresden | Textilbetonteil und Verfahren zu dessen Herstellung |
DE102015221837B4 (de) | 2015-11-06 | 2023-10-12 | Aross 3D Gmbh | Verfahren zur Herstellung eines Keramikgussteils |
DE102019105493A1 (de) * | 2019-03-05 | 2020-09-10 | CarboCon GmbH | Textile Bewehrungsstruktur für ein Bauteil, Herstellungsverfahren für eine Bewehrungsstruktur, Bauteil und Halbfertigteil |
EP3705657B1 (fr) | 2019-03-05 | 2022-06-22 | CarboCon GmbH | Structure de renfort textile pour un composant, procédé de fabrication pour une structure de renfort, composant et pièce semi-finie |
DE102019126609A1 (de) | 2019-10-02 | 2021-04-08 | Technische Universität Dresden | Rohrförmiges Bewehrungselement, Verfahren zu dessen Herstellung, Verwendung, Globalbewehrung, Druckerbeschreibungsdatei und Betonbauteil |
Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH261570A (de) * | 1948-03-04 | 1949-05-31 | Angele Robert | Bauelement für die Herstellung von Garagen und Lagerräumen. |
US4221090A (en) * | 1978-10-16 | 1980-09-09 | Pahl Robert A | Stilt construction for dwellings and the like |
DE3604076A1 (de) * | 1986-02-08 | 1987-08-13 | Betonbau Gmbh | Stellplatz fuer ein kraftfahrzeug |
DE9003279U1 (de) * | 1990-01-24 | 1990-05-23 | Monofil-Technik GmbH, 5202 Hennef | Profilierte Faser aus Kunststoff für die Armierung von Baustoffen o.dgl. |
DE3918130A1 (de) * | 1989-05-19 | 1990-11-22 | Lorenz Kesting | Stahlbetonraumzelle |
DE3924660A1 (de) * | 1989-07-26 | 1991-01-31 | Lorenz Kesting | Raumzelle aus konstruktivem beton |
DE19801023A1 (de) * | 1998-01-08 | 1999-08-12 | Kesting Fertiggaragen Und Haus | Raumzelle aus Fertigbauteilen |
DE10108357A1 (de) * | 2001-02-21 | 2002-08-29 | Sika Ag, Vorm. Kaspar Winkler & Co | Armierungsstab sowie Verfahren zu dessen Herstellung |
DE20207945U1 (de) * | 2002-05-22 | 2003-09-25 | Molter Matthias | Textilbetonelement |
DE102005055770A1 (de) * | 2004-11-22 | 2006-05-24 | Cetex Chemnitzer Textilmaschinenentwicklung Ggmbh | Bauelement |
DE102008040919A1 (de) | 2008-08-01 | 2010-02-04 | MAX BÖGL Fertigteilwerke GmbH & Co. KG | Verfahren zur Herstellung eines Betonbauteiles mit einer polymergetränkten textilen Bewehrung sowie Betonbauteil mit einer polymergetränkten textilen Bewehrung |
-
2011
- 2011-05-30 EP EP11168101A patent/EP2530216A1/fr not_active Withdrawn
- 2011-08-12 PL PL11177488T patent/PL2530217T3/pl unknown
- 2011-08-12 EP EP11177488.1A patent/EP2530217B1/fr not_active Not-in-force
- 2011-08-12 ES ES11177488.1T patent/ES2552835T3/es active Active
- 2011-08-12 DK DK11177488.1T patent/DK2530217T3/en active
- 2011-08-12 PT PT111774881T patent/PT2530217E/pt unknown
Patent Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH261570A (de) * | 1948-03-04 | 1949-05-31 | Angele Robert | Bauelement für die Herstellung von Garagen und Lagerräumen. |
US4221090A (en) * | 1978-10-16 | 1980-09-09 | Pahl Robert A | Stilt construction for dwellings and the like |
DE3604076A1 (de) * | 1986-02-08 | 1987-08-13 | Betonbau Gmbh | Stellplatz fuer ein kraftfahrzeug |
DE3918130A1 (de) * | 1989-05-19 | 1990-11-22 | Lorenz Kesting | Stahlbetonraumzelle |
DE3924660A1 (de) * | 1989-07-26 | 1991-01-31 | Lorenz Kesting | Raumzelle aus konstruktivem beton |
DE9003279U1 (de) * | 1990-01-24 | 1990-05-23 | Monofil-Technik GmbH, 5202 Hennef | Profilierte Faser aus Kunststoff für die Armierung von Baustoffen o.dgl. |
DE19801023A1 (de) * | 1998-01-08 | 1999-08-12 | Kesting Fertiggaragen Und Haus | Raumzelle aus Fertigbauteilen |
DE10108357A1 (de) * | 2001-02-21 | 2002-08-29 | Sika Ag, Vorm. Kaspar Winkler & Co | Armierungsstab sowie Verfahren zu dessen Herstellung |
DE20207945U1 (de) * | 2002-05-22 | 2003-09-25 | Molter Matthias | Textilbetonelement |
DE102005055770A1 (de) * | 2004-11-22 | 2006-05-24 | Cetex Chemnitzer Textilmaschinenentwicklung Ggmbh | Bauelement |
DE102008040919A1 (de) | 2008-08-01 | 2010-02-04 | MAX BÖGL Fertigteilwerke GmbH & Co. KG | Verfahren zur Herstellung eines Betonbauteiles mit einer polymergetränkten textilen Bewehrung sowie Betonbauteil mit einer polymergetränkten textilen Bewehrung |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2894272B1 (fr) | 2014-01-13 | 2023-04-19 | GOLDBECK GmbH | Béton armé haute performance |
DE102017113205A1 (de) | 2017-06-15 | 2018-12-20 | Leibniz-Institut Für Polymerforschung Dresden E.V. | Oberflächenmodifizierte Glasfasern zur Betonverstärkung und Verfahren zu ihrer Herstellung |
WO2018229186A1 (fr) | 2017-06-15 | 2018-12-20 | Leibniz-Institut Für Polymerforschung Dresden E.V. | Fibres de verre à surface modifiée pour le renforcement du béton et procédé pour leur fabrication |
DE102017126447A1 (de) | 2017-11-10 | 2019-05-16 | CHT Germany GmbH | Beschichtung von Faserprodukten mit wässrigen Polymerdispersionen |
Also Published As
Publication number | Publication date |
---|---|
PL2530217T3 (pl) | 2016-04-29 |
ES2552835T3 (es) | 2015-12-02 |
EP2530216A1 (fr) | 2012-12-05 |
EP2530217B1 (fr) | 2015-10-14 |
DK2530217T3 (en) | 2015-11-23 |
PT2530217E (pt) | 2015-11-24 |
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