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Rebar
Rebar is widely used in building, bridge, road and other civil engineering construction. From highway, railway, bridge, culvert, tunnel, flood control, dam and other public facilities, to the building foundation, beams, columns, walls, plates, screw steel are indispensable structural materials.
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Product Description

All specifications products can be customized according to customer requirements
Product Name Rebar Steel Iron Rod deformed bar
MaterialQ195, Q235, Q345; ASTM A53 GrA,GrB; STKM11,ST37,ST52, 16Mn,etc.or customer required
Size6mm,8mm,10mm, 12mm, 13mm, 14mm, 16mm, 20mm, 22mm, 25mm, 30mm, 32mm, 40mm,50mm,or customer required
Length5m-14m,5.8m,6m,10m-12m,12m or as customer's actual reques
Standard&GradeBS4449-2005,GB1449.2-2007,JIS G3112-2004, ASTM A615-A615M-04a

Grade A, Grade B, Grade C

BS4449 460B 500B 500C

AS/NZS 4671 500N
Section ShapeSpiral Shap,Herringbone Shap,Crescent Shap
Technique Hot rolling and cold rolling
PackingBundle, or with all kinds of colors PVC or as your requirements
EndsPlain end/Beveled,protected by plastic caps on both ends, cut quare,grooved,threaded and coupling,etc.
Surface Treatment1. Galvanized2. PVC,Black and color painting3. Transparent oil,anti-rust oil4. According to clients requirement
Delivery TimeUsually within 7 days,Arrange the delivery time according to the quantity
ApplicationRebar is widely used in building, bridge, road and other civil engineering construction. From highway, railway, bridge, culvert, tunnel, flood control, dam and other public facilities, to the building foundation, beams, columns, walls, plates, screw steel are indispensable structural materials.
Size(mm)Base Diameter(mm)Transverse Rib Height(mm)Longitudinal Rib Height(mm)Transverse Rib Spacing(mm)Unit Weight(kg/m)
65.8±0.30.6±0.3≤0.84±0.50.222
87.7±0.40.8±0.3≤1.15.5±0.50.395
109.6±0.41±0.4≤1.37±0.50.617
1211.5±0.41.2±0.4≤1.68±0.50.888
1413.4±0.41.4±0.4≤1.89±0.51.21
1615.4±0.41.5±0.5≤1.910±0.51.58
1817.3±0.41.6±0.5≤210±0.52.00
2019.3±0.51.7±0.5≤2.110±0.82.47
2221.3±0.51.9±0.6≤2.410.5±0.82.98
2524.2±0.52.1±0.6≤2.612.5±0.83.85
2827.2±0.62.2±0.6≤2.712.5±1.04.83
3231±0.62.4±0.7≤314±1.06.31
3635±0.62.6±0.8≤3.215±1.07.99

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