Pre-stressed concrete structure with galvanized reinforcement

Patent metadata

Field	Value
Publication number	US-10753095-B2
Application number	US-201816617678-A
Country	US
Kind code	B2
Filing date	May 28, 2018
Priority date	Jun 29, 2017
Publication date	Aug 25, 2020
Grant date	Aug 25, 2020

Abstract

A pre-stressed concrete structure comprises a steel wire or a steel strand. The steel wire or steel strand has been pre-tensioned before curing of the concrete or grout. The steel wire or steel strand is provided with a zinc coating. The zinc coating has a weight ranging between 70 g/m2 and 950 g/m2. The steel wire or steel strand has an outer surface that is provided with indentions to provide mechanical anchorage points in the concrete structure. The steel wire or steel strand is further provided with a passivation layer in the form of a metal oxide layer.

First claim

The invention claimed is:

1. A pre-stressed concrete structure,
said structure comprising a steel wire or a steel strand,
said steel wire or said steel strand having been pre-tensioned before curing of the concrete or grout;
said steel wire or said steel strand being provided with a zinc coating,
said zinc coating having a weight ranging between 70 g/m 2 and 950 g/m 2 ;

said steel wire or said steel strand having an outer surface that is provided with indentions to provide mechanical anchorage points in said concrete structure;
said steel wire or said steel strand being provided with a passivation layer in the form of a metal oxide layer.

2. The concrete structure of claim 1 ,
wherein said steel wire or said steel strand has a yield strength that is more than or equal to 85% percent of the tensile strength.

3. The concrete structure of claim 1 ,
wherein said metal oxide layer is an oxide layer belonging to the group of zinc oxides, chromium oxides, zirconium oxides, aluminium oxides or a combination thereof.

4. The concrete structure of claim 1 ,
wherein said steel wire or said steel strand is a single steel wire.

5. The concrete structure of claim 1 ,
wherein said steel wire or said steel strand is a steel strand with three steel wires.

6. The concrete structure of claim 1 ,
wherein said steel wire or said steel stand is a steel strand with a 1+6 construction.

7. The concrete structure of claim 6 ,
wherein said steel strand has six mantle wires and where indentions are provided in some but not in all of the mantle wires.

8. The concrete structure of claim 1 ,
wherein said steel strands comprises steel wires,
and wherein said steel wires have a diameter ranging from 2.9 mm to 8.1 mm.

9. The concrete structure of claim 1 ,
wherein said indentions have a depth ranging from 0.05 mm to 0.20 mm.

Assignees

• Bekaert Sa Nv

Inventors

• King Dale

Classifications

• D07B5/005 Primary

  characterised by their outer shape or surface properties · CPC title

• D07B2205/3057

  having a high carbon content, e.g. greater than 0,8 percent respectively SHT or UHT wires · CPC title

• E04C5/03

  with indentations, projections, ribs, or the like, for augmenting the adherence to the concrete · CPC title

• D07B2205/3071

  Zinc (Zn) · CPC title

• E04C5/08 Primary

  Members specially adapted to be used in prestressed constructions {(production of reinforced objects in general B28B23/00; prestressed structures produced in situ E04G21/12)} · CPC title