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Welded Reinforcing Mesh

Steel Reinforcing mesh is mostly welded mesh panel or sheet made with carbon steel bars in a rectangular opening, square opening and special forms. With or without hot dipped galvanizing protection for the interior wall constructions and work conditional not exposed to the weather. Steel bar concrete reinforcing mesh is used in slabs-on-grade, tilt-wall panels, airport runways, highway construction, bridge decks and other building projects.

    Introduction

    Steel Reinforcing mesh is mostly welded mesh panel or sheet made with carbon steel bars in a rectangular opening, square opening and special forms. With or without hot dipped galvanizing protection for the interior wall constructions and work conditional not exposed to the weather. Steel bar concrete reinforcing mesh is used in slabs-on-grade, tilt-wall panels, airport runways, highway construction, bridge decks and other building projects.

    Welded Steel Bar Panel Specifications

    Wire Diameter: 5-16mm.

    Horizontal Spacing: 50.100.200.300.400mm.

    Vertical Spacing: 50-600mm.

    Panel length:1000-14000mm.

    Panel width:100-300cm.

    Features

    Steel bar grating costs less time and labor in work. It saves about 50 to 70 percent work time compared with common binding wire mesh. The use of bar grating can also strengthen the concrete parts to reduce surface breaking ratio. Welded bar grating for reinforcement is especially suitable for big area concrete engineering. Using of welded bar reinforcement can save about 10 percent of the total cost of the project.

    Technical Info

    Wire diameter for welded steel bar panel ranges from 5mm to 16mm.Welded bar panel opening: 50mm to600mm.

    Panel length: 100cm to 1400cm.

    Panel width: 100cm to 300cm.

     

    Applications

    Welded steel bar panels are widely used in making of floors, ceilings, wall body, concrete road, bridge surface, airport, tunnel lining, concrete piping, etc.

     

    Number

    Spacing

    Specification

    Cross - sectional area

    Weight

     

    longitudinal

    cross

    longitudinal

    cross

    longitudinal

    cross

     

    A12

    200

    200

    12

    12

    566

    566

    8.88

    A11

    200

    200

    11

    11

    475

    475

    7.46

    A10

    200

    200

    10

    10

    393

    393

    6.16

    A9

    200

    200

    9

    9

    318

    318

    4.99

    A8

    200

    200

    8

    8

    252

    252

    3.95

    A7

    200

    200

    7

    7

    193

    193

    3.02

    A6

    200

    200

    6

    6

    142

    142

    2.22

    A5

    200

    200

    5

    5

    98

    98

    1.54

    B12

    100

    200

    12

    12

    1131

    252

    10.90

    B11

    100

    200

    11

    11

    950

    252

    9.43

    B10

    100

    200

    10

    10

    785

    252

    8.14

     

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