High elongation fibre with good anchorage

Patent metadata

Field	Value
Publication number	US-9045901-B2
Application number	US-201013377326-A
Country	US
Kind code	B2
Filing date	Jun 14, 2010
Priority date	Jun 12, 2009
Publication date	Jun 2, 2015
Grant date	Jun 2, 2015

Abstract

The invention relates to a steel fibre for reinforcing concrete or mortar. The fibre has a middle portion and anchorage ends. The middle portion has a maximum load capacity F m and an elongation at maximum load A g+e . The elongation at maximum load A g+e is at least 2.5%. The steel fibre has an anchorage force in said concrete or said mortar of at least 90% of the maximum load capacity F m . The anchorage force is the maximum load obtained during a pull out test of a steel fibre embedded with one of the anchorage ends in the concrete or the mortar. The steel fibre has the advantage that it can be used at normal dosages in load carrying structures of concrete.

First claim

The invention claimed is:

1. A steel fibre for reinforcing concrete or mortar, said steel fibre having a middle portion and anchorage ends at one or both ends of said middle portion, said middle portion having a maximum load capacity F m and having an elongation at maximum load A g+e , said elongation at maximum load A g+e being at least 4.0%, said steel fibre having an anchorage force in said concrete or said mortar of at least 90% of said maximum load capacity F m , said anchorage force being the maximum load obtained during a pull out test of a steel fibre embedded with one of said anchorage ends in said concrete or said mortar, wherein said anchorage ends are thickened anchorage ends, bent anchorage ends, undulated anchorage ends or combinations thereof, and wherein said middle portion has a length of at least 50 mm.

2. A steel fibre according to claim 1 , wherein said middle portion of said steel fibre has a tensile strength R m of at least 1000 MPa.

3. A steel fibre according to claim 1 , wherein said middle portion has a tensile strength R m of at least 1400 MPa.

4. A steel fibre according to claim 1 , wherein said middle portion of said steel fibre has an elongation at maximum load A g+e of at least 6%.

5. A steel fibre according to claim 4 , wherein said middle portion has a tensile strength R m of at least 1400 MPa.

6. A steel fibre according to claim 1 wherein said steel fibre is in a stress-relieved state.

7. A steel fibre according to claim 1 wherein said middle portion of said steel fibre has a diameter ranging from 0.1 mm to 1.20 mm.

8. A steel fibre according to claim 1 wherein said middle portion of said steel fibre has a length to diameter ratio L/D ranging from 40 to 100.

9. A concrete structure comprising steel fibres according to claim 1 .

10. A concrete structure according to claim 9 , wherein said concrete structure has an average post crack residual strength at ULS exceeding 5 MPa with a dosage of said steel fibres less than 40 kg/m 3 .

11. A steel fibre according to claim 6 , wherein said middle portion has a tensile strength Rm of at least 1400 MPa.

12. A steel fibre according to claim 1 , wherein said middle portion of said steel fibre has a diameter ranging from 0.7 mm to 1.20 mm.

Assignees

• Lambrechts Ann
• Bekaert Sa Nv

Inventors

• Lambrechts Ann

Classifications

• E04C5/012 Primary

  Discrete reinforcing elements, e.g. fibres · CPC title

• C04B14/48

  Metal · CPC title

• Y10T428/2976

  Longitudinally varying · CPC title

• E04C5/01 Primary

  Reinforcing elements of metal, e.g. with non-structural coatings {(E04C5/08 takes precedence)} · CPC title