EP3987123B1 - Tragbalken mit verstärkung - Google Patents
Tragbalken mit verstärkung Download PDFInfo
- Publication number
- EP3987123B1 EP3987123B1 EP20745331.7A EP20745331A EP3987123B1 EP 3987123 B1 EP3987123 B1 EP 3987123B1 EP 20745331 A EP20745331 A EP 20745331A EP 3987123 B1 EP3987123 B1 EP 3987123B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- supporting beam
- rods
- reinforcement
- reinforcing element
- section
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 230000002787 reinforcement Effects 0.000 title claims description 27
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 229920002748 Basalt fiber Polymers 0.000 claims description 12
- 239000000463 material Substances 0.000 claims description 9
- 239000004567 concrete Substances 0.000 claims description 7
- 239000011230 binding agent Substances 0.000 claims description 6
- 239000000919 ceramic Substances 0.000 claims description 5
- 239000011372 high-strength concrete Substances 0.000 claims description 5
- 239000000835 fiber Substances 0.000 claims description 4
- 239000013305 flexible fiber Substances 0.000 claims description 4
- 239000003292 glue Substances 0.000 claims description 3
- 239000002657 fibrous material Substances 0.000 claims description 2
- 241000826860 Trapezium Species 0.000 claims 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000005352 clarification Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 238000004804 winding Methods 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
-
- 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
- E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
- E04C5/0618—Closed cages with spiral- or coil-shaped stirrup rod
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Rod-Shaped Construction Members (AREA)
Claims (6)
- Tragbalken (1) aus Beton, versehen mit einer im Beton (11) vorhandenen Bewehrung (3), die einer Anzahl paralleler, in Längsrichtung des Tragbalkens verlaufender Stäbe (5) umfasst, sowie einem ersten längliches Bewehrungselement, das spiralförmig um diese Stäbe (5) gewickelt und an diesen Stäben befestigt ist, wobei das Bewehrungselement einen durchgehenden Strang (7) aus flexiblem Fasermaterial und ein die Fasern des Materials verbindendes Bindemittel umfasst, wobei die Bewehrung (3) ein zweites längliches Bewehrungselement umfasst, das ebenfalls einem kontinuierlichen Strang (7) aus flexiblem Fasermaterial umfasst und einem Bindemittel das die Fasern des Materials miteinander verbindet und das spiralförmig um die Stäbe (5) gewickelt ist, jedoch in der entgegengesetzten Richtung zur ersten Bewehrungselement, welches zweite Bewehrungselement ebenfalls an den Stäben und darüber hinaus an den Kreuzungsstellen der beiden Bewehrungselemente an dem ersten Bewehrungselement befestigt ist, dadurch gekennzeichnet, dass der Beton hochfester Beton ist und das Fasermaterial hauptsächlich aus Basaltfasern besteht, und der Tragbalken (1) einem im Gebrauch auf Zug belasteten untere Teil (1A) und einem im Gebrauch auf Druck belasteten obere Teil (1B) umfasst, wobei der Querschnitt des untere Teil (1A) kleiner ist als der Querschnitt des obere Teil (1B), wobei der untere Teil (1A) des Tragbalkens (1) und der untere Teil der Verstärkung (3) eine sich vom oberen Teil (1B) des Tragbalkens verjüngende Form haben, und wobei mehr als ein Stab (5) sich im schmalen unteren Ende befindet.
- Tragbalken nach Anspruch 1, dadurch gekennzeichnet, dass das Bindemittel durch keramischen Kleber gebildet ist.
- Tragbalken nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Basaltfasern zum Zusammenhalten von einem spiralförmig um die Basaltfasern gewickelten Draht umgeben sind.
- Tragbalken nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass an jedem Punkt (13, 15) der Berührung zwischen den Strängen (7, 9) und den Stäben (5) die Strängen an den Stäben befestigt sind.
- Tragbalken nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass der untere Teil (1B) des Tragbalkens (1) einen etwa trapezförmigen Querschnitt aufweist.
- Tragbalken nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass der obere Teil (1B) des Tragbalkens (1) einen rechteckigen oder nahezu rechteckigen Querschnitt aufweist.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL2023349A NL2023349B1 (nl) | 2019-06-20 | 2019-06-20 | Draagbalk voorzien van wapening |
NL2024637A NL2024637B1 (nl) | 2019-06-20 | 2020-01-09 | Draagbalk voorzien van wapening |
PCT/NL2020/050407 WO2020256559A1 (en) | 2019-06-20 | 2020-06-22 | Supporting beam provided with reinforcement |
Publications (3)
Publication Number | Publication Date |
---|---|
EP3987123A1 EP3987123A1 (de) | 2022-04-27 |
EP3987123C0 EP3987123C0 (de) | 2023-10-11 |
EP3987123B1 true EP3987123B1 (de) | 2023-10-11 |
Family
ID=71784619
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP20745331.7A Active EP3987123B1 (de) | 2019-06-20 | 2020-06-22 | Tragbalken mit verstärkung |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP3987123B1 (de) |
WO (1) | WO2020256559A1 (de) |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102005030409B4 (de) | 2005-06-30 | 2009-12-31 | Technische Universität München | Wendelförmiges Bewehrungselement |
DE202005019077U1 (de) * | 2005-12-06 | 2007-04-19 | nolasoft Ingenieurgemeinschaft Ozbolt Mayer GbR (vertretungsberechtigter Gesellschafter: Dr.-Ing. Utz Mayer, 70178 Stuttgart) | Bewehrungselement für Tragwerke aus Stahlbeton, Spannbeton od.dgl. |
US10036165B1 (en) * | 2015-03-12 | 2018-07-31 | Global Energy Sciences, Llc | Continuous glass fiber reinforcement for concrete containment cages |
-
2020
- 2020-06-22 EP EP20745331.7A patent/EP3987123B1/de active Active
- 2020-06-22 WO PCT/NL2020/050407 patent/WO2020256559A1/en active Application Filing
Also Published As
Publication number | Publication date |
---|---|
EP3987123C0 (de) | 2023-10-11 |
EP3987123A1 (de) | 2022-04-27 |
WO2020256559A1 (en) | 2020-12-24 |
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