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HRB300, HRB400, HRB500 etc. Rebar
The steel bar for reinforced concrete refers to the straight bar or disc bar steel used for reinforced concrete reinforcement, and its shape is divided into two kinds of round steel bar and deformed steel bar, and the delivery status is straight bar and disc round two kinds. The light round steel bar is actually a small round steel and disk circle of ordinary mild steel. Deformed bars are bars with ribbed surfaces, usually with two longitudinal ribs and transverse ribs evenly distributed along the length. The shape of the transverse rib is spiral shape, herringbone shape and crescent shape
+86 17753368475
+86 17753368475
+86 17753368475
sales5@cnhgsteel.com
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◉ Product Description

ProductsDeformed steel bar
GradeHRB300, HRB400, HRB500 etc. 
Outer Diameter6mm,8mm,10mm,12mm,14mm,16mm,18mm,20mm,22mm,25mm,28mm,32mm,36mm,40mm,50mm or as customers' request
Material Q195, Q235B, Q355B, 16Mn, ST37, 40Cr, 20CrMo, etc. 
Length6m/9m/12m or as customers' request
Lead TimeWithin 7 days after received 30% deposit or irrevocable L/C at sight
PackingBundle, or with all kinds of colors PVC or as your requirements
ApplicationBuilding/construction

 

 

Mechanical property

1) The mechanical properties of the steel bar should comply with the following table: nominal diameter of the grade  mm σs

gradenominal diameter mmσs(orσp0.2)MpaσbMPaδ5%
HRB3356-2528-5033549016
HRB4006-2528-5040057014
HRB5006-2528-5050063012


Processing technology

Steel bar processing generally goes through four processes: steel rust removal; Steel bar straightening; Steel bar cutting; Steel bar forming.

When the bar joint is connected with straight thread or taper thread, it is necessary to increase the upsetting and threading process of the bar end. Rebar batching and replacement Rebar replacement

(1) When replacing the steel bar specified in the design document with a steel bar of another steel number or diameter, the following provisions shall be observed:

It should be carried out according to the principle that the design value of the bearing capacity of the steel bar is equal, and the structural requirements such as the spacing of the steel bar, the anchoring length and the minimum diameter of the steel bar should be met after the replacement.

When replacing lower grade steel bars with higher grade steel bars, it is advisable to change the diameter of steel bars rather than the number of steel bars to reduce the cross-sectional area of steel bars.

(2) When a steel bar of the same diameter is used to replace a steel bar of another diameter, the diameter change range should not exceed 4mm, and the ratio of the total section area of the steel bar after the change to the section area specified in the design document should not be less than 98% or more than 103%.

(3) When the design main reinforcement is replaced with the same steel number, the spacing should be kept unchanged, and two types of reinforcement spacing configurations with diameters larger and smaller than the diameter of the design reinforcement can be replaced.

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