Standard Steel Fabric

Standard Steel Fabric

Welded wire mesh is constructed from rigid wires welded at every intersection to provide a very stable and uniform surface.
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Description
Product Description

 

Welded wire mesh is constructed from rigid wires welded at every intersection to provide a very stable and uniform surface. By welding rather than weaving, the material holds its shape well without supports, allowing shearing, rolling, and framing to be done with relative ease.

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Technical Parameters

 

STANDARD

Re
YIELD STENGTH
Mpa/(ksi)

Rm
TENSILE STRENGTH
Mpa/(ksi)

Rm/Re
RATIO

ELONGATION
(Reduction of area)

SHEAR STRENGTH
(N/mm2)

BEND TEST

ASTM
Standard Specification for Steel wire/
Steel Welded Wire Reinforcement,Plain,for
Concrete

ASTM A 82M-07

Rp0.5≥485(70)

≥550(80)

≥1.05

(Z≥30%)

-

D=2d

ASTM A185M-06≥φ3.15mm

≥450(65)

≥515(75)

≥1.05

(Z≥30%)

≥241xSmax

D=2d

BS 4482:2005
Steel Wire for the Reinforcement of
Concrete

500
<8mm

≥500

≥510

≥1.02

Agt≥1.0%

-

D=4d

500
≥8mm

≥500

≥525

≥1.05

Agt≥2.5%

BS 4483:2005
Steel Fabric for the Reinforcement of
Concrete

B500A

≥485

≤650

≥1.03
(ifd<8mm,≥1.02)

Agt≥2.5
(ifd<8mm,≥1.0)

≥125xSmax

D=4d

B500B

≥485

≤650

≥1.03
(ifd<8mm,≥1.02)

Agt≥4.0%

B500C

≥485

≤650

≥1.13

Agt≥6.0%

BS 4449:2005
Steel for the Reinforcement of
Concrete-Weldable Reinforcing Steel

B500A

≥500

≤650

≥1.05
(ifd<8mm,≥1.02)

Agt≥2.5%
(ifd<8mm,≥1.0)

≥121xSmax

if d≤16(D=4d)
if d>16(D=7d)

B500B

≥500

≤650

≥1.08

Agt≥5.0%

B500C

≥500

≤650

≥1.15,≤1.35

Agt≥7.5%

AS/NZS 4671:2001
Steel Reinforcing Materials

500L

≥500

≤750

≥1.03

Agt≥1.5%

≥250xSmax

D=4d

500N

≥500

≤650

≥1.08

Agt≥5.0%

500E

≥500

≤600

≥1.15,≤1.4

Agt≥10.0%

SS 561:2010
Steel Fabric for the Reinforcement of
Concrete

500A

≥485

≤650

≥1.03

Agt≥2%

≥250xSmax

D=4d

500B

≥485

≤650

≥1.06

Agt≥4.0%

500C

≥485

≤650

≥1.13

Agt≥6.0%

 

Application

 

Welded steel fabric/ mesh has been widely adopted in the construction industry, not only for prefabricated concrete components, but also applied more frequently to cast-in-place concrete structures, such as:

 

1. Transportation Industry

Highway deck pavement, concrete pavement for soft ground sections, base plates of high-speed rail tracks, surface crack prevention on bridge piers, concrete ground for toll plazas, concrete ground for railway platforms, stations, and cargo areas, concrete ground for airport runways, cargo areas, and parking lots, tunnel lining, etc;

 

2. Municipal Engineering

Municipal bridge and overpasse's deck pavement, concrete pipe galleries, drainage channels, underground culverts, fences, slope protection, etc.

 

3

 

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