HUP0300620A2 - Compacted rolled fibre-reinforced concrete composition and method for producing a pavement based on same - Google Patents
Compacted rolled fibre-reinforced concrete composition and method for producing a pavement based on sameInfo
- Publication number
- HUP0300620A2 HUP0300620A2 HU0300620A HUP0300620A HUP0300620A2 HU P0300620 A2 HUP0300620 A2 HU P0300620A2 HU 0300620 A HU0300620 A HU 0300620A HU P0300620 A HUP0300620 A HU P0300620A HU P0300620 A2 HUP0300620 A2 HU P0300620A2
- Authority
- HU
- Hungary
- Prior art keywords
- fibers
- concrete
- hydraulic binder
- compacted
- metal fibers
- Prior art date
Links
- 239000000203 mixture Substances 0.000 title abstract 4
- 239000011210 fiber-reinforced concrete Substances 0.000 title abstract 2
- 238000004519 manufacturing process Methods 0.000 title 1
- 239000000835 fiber Substances 0.000 abstract 6
- 239000004567 concrete Substances 0.000 abstract 4
- 239000011230 binding agent Substances 0.000 abstract 3
- 239000002184 metal Substances 0.000 abstract 3
- 239000000654 additive Substances 0.000 abstract 1
- 230000000996 additive effect Effects 0.000 abstract 1
- 238000004873 anchoring Methods 0.000 abstract 1
- 238000005452 bending Methods 0.000 abstract 1
- 238000006073 displacement reaction Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
- 239000004014 plasticizer Substances 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
Classifications
-
- 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
- E04C5/012—Discrete reinforcing elements, e.g. fibres
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Producing Shaped Articles From Materials (AREA)
Abstract
A találmány szálerősítésű, hengerrel tömörített betonkeverék, amelytartalmaz adalékot, hidraulikus kötőanyagot és deformálható horgonyzófémszálakat. Lényege, hogy a fémszálak hengeres huzalokból (10)állnak, ezeknek egyenes középrészük (11) van, amely ívelt végrész (12)átvezetőrészén (13) keresztül csatlakozik mindkét végrészhez. Az ívesvégrész (12) alakja a szomszédos szálak összekapcsolódásátmegakadályozó kialakítású. A szálak átmérője (d) 0,38 és 1,05 mmközötti, a teljes hossza 19 és 80 mm közötti, a végrészek hossza (I,I') 1,5 és 4 mm közötti; a középrész (11) és a végrész (12) közöttikeresztirányú eltolás (h, h') értéke legalább 0,75 mm. Továbbá, azátvezetőrész (13) és a középrész (11) közötti szög (a, a') legfeljebb160°. A szálak minimális húzószilárdsága 900 N/mm2; a betonkeverék abeton köbméterére számítva 180 és 400 kg közötti hidraulikuskötőanyagot, 90 és 150 l közötti vizet, 25 és 60 kg közötti fémesszálakat, valamint a hidraulikus kötőanyag súlyának legfeljebb 1,8 %-os mennyiségében plasztifikálószert és/vagy kötéskésleltető adalékottartalmaz. A javasolt eljárás lényege, hogy hengerrel tömörítettszálerősítésű betonkeverékből olyan betonréteget készítenek, amelynekhajlítási szilárdsága folyamatosan változik széles repedésnyílásimérettartományban, például 0 és 4 mm közötti nyílásméretnél, de aszálak elszakadása nélkül. ÓThe invention is a fiber-reinforced, cylinder-compacted concrete mix, which contains admixture, hydraulic binder and deformable anchoring metal fibers. The essence is that the metal fibers consist of cylindrical wires (10), they have a straight middle part (11), which is connected to both end parts through the lead-through part (13) of the curved end part (12). The shape of the curved end part (12) is designed to prevent the connection of adjacent threads. The diameter of the fibers (d) is between 0.38 and 1.05 mm, the total length is between 19 and 80 mm, the length of the end parts (I,I') is between 1.5 and 4 mm; the transverse displacement (h, h') between the middle part (11) and the end part (12) is at least 0.75 mm. Furthermore, the angle (a, a') between the guide part (13) and the central part (11) is at most 160°. The minimum tensile strength of the fibers is 900 N/mm2; per cubic meter of concrete, the concrete mix contains between 180 and 400 kg of hydraulic binder, between 90 and 150 l of water, between 25 and 60 kg of metal fibers, and up to 1.8% of the weight of the hydraulic binder, plasticizer and/or setting delay additive. The essence of the proposed procedure is to create a concrete layer from a fiber-reinforced concrete mixture compacted with a cylinder, the bending strength of which changes continuously in a wide range of crack opening sizes, for example, with opening sizes between 0 and 4 mm, but without breaking the fibers. HE
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR0005624A FR2808522B1 (en) | 2000-05-03 | 2000-05-03 | FIBER REINFORCED COMPACT ROUND CONCRETE COMPOSITION AND METHOD FOR MAKING A PAVEMENT FROM SAID COMPOSITION |
| PCT/FR2001/001304 WO2001054471A2 (en) | 2000-05-03 | 2001-04-27 | Compacted rolled fibre-reinforced concrete composition and method for producing a pavement based on same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| HUP0300620A2 true HUP0300620A2 (en) | 2003-07-28 |
| HU223747B1 HU223747B1 (en) | 2004-12-28 |
Family
ID=8849828
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| HU0300620A HU223747B1 (en) | 2000-05-03 | 2001-04-27 | Compacted rolled fibre-reinforced concrete composition and method for producing a pavement based on same |
Country Status (15)
| Country | Link |
|---|---|
| EP (1) | EP1278925B1 (en) |
| JP (1) | JP2003531794A (en) |
| CN (1) | CN1122130C (en) |
| AT (1) | ATE260386T1 (en) |
| AU (1) | AU2001256431A1 (en) |
| BE (1) | BE1014022A3 (en) |
| CZ (1) | CZ301483B6 (en) |
| DE (1) | DE60102148T2 (en) |
| ES (1) | ES2217143T3 (en) |
| FR (1) | FR2808522B1 (en) |
| HU (1) | HU223747B1 (en) |
| PL (1) | PL206537B1 (en) |
| SK (1) | SK15622002A3 (en) |
| TR (1) | TR200401157T4 (en) |
| WO (1) | WO2001054471A2 (en) |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2808522B1 (en) * | 2000-05-03 | 2003-01-10 | Chaussees Tech Innovation | FIBER REINFORCED COMPACT ROUND CONCRETE COMPOSITION AND METHOD FOR MAKING A PAVEMENT FROM SAID COMPOSITION |
| FR2906270B1 (en) * | 2006-09-27 | 2008-11-14 | Chaussees Tech Innovation Sarl | FIBER REINFORCED COMPACT ROLLING CONCRETE COMPOSITION COMPRISING BITUMINOUS FRAISATS AND METHOD OF MAKING A PAVEMENT |
| PL2440717T3 (en) * | 2009-06-12 | 2017-11-30 | Bekaert Sa Nv | High elongation fibres for conventional concrete |
| CZ304478B6 (en) * | 2012-12-17 | 2014-05-21 | České vysoké učenà technické v Praze - fakulta stavebnà | Steel-fiber-reinforced concrete of ultrahigh strength |
| CZ2014730A3 (en) * | 2014-10-30 | 2015-11-04 | České vysoké učenà technické v Praze- Kloknerův ústav | Heat cured concrete of ultrahigh strength reinforced with wires and intended particularly for prefabrication, and process for producing thereof |
| CN105152581A (en) * | 2015-08-10 | 2015-12-16 | 长安大学 | Self-healing asphalt concrete based on microwave heating and containing metal fibers and preparation method of self-healing asphalt concrete |
| KR101711842B1 (en) * | 2015-09-11 | 2017-03-07 | 주식회사 금강 | A Reinforcement for Concrete |
| HUP1600552A2 (en) * | 2016-09-28 | 2018-05-02 | Novonovon Zrt | Reinforcing fibre and method for the production of reinforced composites especially reinforced concrete |
| FR3057590B1 (en) * | 2016-10-18 | 2020-10-09 | Hsols Ind | STRUCTURAL SLAB WITH METAL FIBERS |
| CN114133185B (en) * | 2021-12-13 | 2023-03-24 | 北京建筑材料科学研究总院有限公司 | Ultrahigh-performance concrete and preparation method and application thereof |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3370041D1 (en) | 1982-07-01 | 1987-04-09 | Eurosteel Sa | Fibres for the reinforcement of mouldable materials with a hydraulic or other bonding agent, and their manufacture |
| WO1984002732A1 (en) | 1982-12-30 | 1984-07-19 | Eurosteel Sa | Filiform elements usable for reinforcing mouldable materials, particularly concrete |
| FR2633922B1 (en) * | 1988-07-08 | 1992-10-23 | Screg Routes & Travaux | FIBER REINFORCED COMPACT CONCRETE AND ITS USE |
| FR2684397B1 (en) | 1991-11-29 | 1997-04-25 | Eurosteel Sa | PROCESS FOR PRODUCING CONTINUOUS INDUSTRIAL PAVEMENTS OR AREAS IN FIBER REINFORCED COMPACTED CONCRETE. |
| BE1005815A3 (en) * | 1992-05-08 | 1994-02-08 | Bekaert Sa Nv | SFRC HIGH flexural strength. |
| FR2808522B1 (en) * | 2000-05-03 | 2003-01-10 | Chaussees Tech Innovation | FIBER REINFORCED COMPACT ROUND CONCRETE COMPOSITION AND METHOD FOR MAKING A PAVEMENT FROM SAID COMPOSITION |
-
2000
- 2000-05-03 FR FR0005624A patent/FR2808522B1/en not_active Expired - Fee Related
-
2001
- 2001-04-27 CZ CZ20023619A patent/CZ301483B6/en not_active IP Right Cessation
- 2001-04-27 JP JP2001555463A patent/JP2003531794A/en active Pending
- 2001-04-27 ES ES01929737T patent/ES2217143T3/en not_active Expired - Lifetime
- 2001-04-27 PL PL359002A patent/PL206537B1/en not_active IP Right Cessation
- 2001-04-27 DE DE60102148T patent/DE60102148T2/en not_active Expired - Lifetime
- 2001-04-27 AU AU2001256431A patent/AU2001256431A1/en not_active Abandoned
- 2001-04-27 HU HU0300620A patent/HU223747B1/en not_active IP Right Cessation
- 2001-04-27 WO PCT/FR2001/001304 patent/WO2001054471A2/en active IP Right Grant
- 2001-04-27 EP EP01929737A patent/EP1278925B1/en not_active Expired - Lifetime
- 2001-04-27 CN CN01800007.XA patent/CN1122130C/en not_active Expired - Fee Related
- 2001-04-27 TR TR2004/01157T patent/TR200401157T4/en unknown
- 2001-04-27 SK SK1562-2002A patent/SK15622002A3/en unknown
- 2001-04-27 AT AT01929737T patent/ATE260386T1/en not_active IP Right Cessation
- 2001-05-02 BE BE2001/0294A patent/BE1014022A3/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| CZ301483B6 (en) | 2010-03-17 |
| CN1122130C (en) | 2003-09-24 |
| JP2003531794A (en) | 2003-10-28 |
| WO2001054471A2 (en) | 2001-08-02 |
| FR2808522B1 (en) | 2003-01-10 |
| EP1278925B1 (en) | 2004-02-25 |
| FR2808522A1 (en) | 2001-11-09 |
| EP1278925A2 (en) | 2003-01-29 |
| SK15622002A3 (en) | 2003-06-03 |
| ES2217143T3 (en) | 2004-11-01 |
| PL359002A1 (en) | 2004-08-23 |
| HU223747B1 (en) | 2004-12-28 |
| WO2001054471A3 (en) | 2002-01-10 |
| AU2001256431A1 (en) | 2001-08-07 |
| CN1363008A (en) | 2002-08-07 |
| DE60102148T2 (en) | 2004-10-28 |
| BE1014022A3 (en) | 2003-02-04 |
| ATE260386T1 (en) | 2004-03-15 |
| TR200401157T4 (en) | 2004-07-21 |
| DE60102148D1 (en) | 2004-04-01 |
| CZ20023619A3 (en) | 2003-05-14 |
| PL206537B1 (en) | 2010-08-31 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| HFG4 | Patent granted, date of granting |
Effective date: 20041105 |
|
| HMM4 | Cancellation of final prot. due to non-payment of fee | ||
| MM4A | Lapse of definitive patent protection due to non-payment of fees |