Iron Steel Bar /Rebar

Iron Steel Bar /Rebar
Product Description

Product NameSteel Rebar,Rebar,Deformed Steel Bar,Ribbed Steel Bar
GradeHRB300 HRB400 HRB500 , ASTM GR40 GR60, Q215 Q235 Q355; ASTM A53 GrA,GrB; STKM11,ST37,ST52, 16Mn etc
                Diameter                                                            6mm,8mm,10mm,12mm,16mm,20mm,22mm,25mm,28mm,32mm,40mm,50mm Or OEM
Length6m-12m or as customer's actual request
StandardGB:HRB400 HRB400E HRB500
USA:ASTM A615 GR40,GR60
UK: BS4449 GR460
Surface
Finished
Screw-thread,Epoxy coating,Galvanized coating
Inspection
Methods
Tensile testing
(1) Tensile test method: GB/T228.1-2010, JISZ2201, JI SZ2241, ASTMA370, 1497, BS18, etc;
(2) Bending test method: often use standard test methods have GB/T232-88, YB/T5126-2003, JISZ2248, ASTME290, ROCT14019, etc.
Alloy Or NotNon-Alloy
Delivery Time22-30 days
MOQ5 Tons
Pipe EndsPlain end/Beveled,protected by plastic caps on both ends, cut quare,grooved,threaded and coupling,etc.
Main 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. With the deepening of China's urbanization,the demand for rebar is strong for infrastructure
construction and the booming development of real estate.
Payment Terms30%TT Advance + 70% Balance


Product parameters :

Size (mm)Base Rib Diameter (mm)Transverse Rib Height (mm)Lonaitudinal Rib Height (mm)Transverse Rib Spacing (mm)Unit Weight (kg/m)
5.8±0.30.6±0.3<0.84±0.50.222
7.7±0.40.8±0.3<1.15.5±0.50.395
10 9.6±0.41±0.4<1.37±0.50.617
12 11.5±0.41.2±0.4<1.68±0.50.888
14 13.4±0.41.4±0.4<1.89±0.51.21
16 15.4±0.41.5±0.5<1.910±0.51.58
18 17.3±0.41.6±0.5<210±0.52.00
20 19.3±0.51.7±0.5<2.110±0.82.47
22 21.3±0.51.9±0.6<2.410.5±0.82.98
25 24.2±0.52.1±0.6<2.612.5±0.83.85
28 27.2±0.62.2±0.6<2.712.5±1.04.83
32 31±0.62.4±0.7<314±1.06.31
36 35±0.62.6±0.8<3.215±1.07.99

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