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HRBHRB400 HRB500 ASTM A615 gread60 75 steel rebar

    Hot-dip galvanized steel sheet is made by immersing cold-rolled or hot-rolled steel sheet in molten zinc, forming a zinc-iron alloy coating on the surface. It is mainly used for structural and decorative components requiring corrosion resistance. Standards for galvanized steel sheet specify that the coating weight must be determined based on the application scenario.


Product Introduction

The difference between rebar and plain round steel bars is that rebar has longitudinal and transverse ribs on its surface, typically with two longitudinal ribs and transverse ribs evenly distributed along its length. Rebar is a type of small-section steel, mainly used as the skeleton of reinforced concrete building components. It requires certain mechanical strength, bending deformation performance, and weldability. The raw material for producing rebar is carbon structural steel or low-alloy structural steel that has undergone kill melting treatment. The finished bars are delivered in hot-rolled, normalized, or hot-rolled condition.

 

Hot-rolled ribbed steel bars are divided into three grades: HRB335 (formerly 20MnSi), HRB400 (formerly 20MnSiV, 20MnSiNb, 20Mnti), and HRB500. The American ASTM A615 standard uses Grade 60, Grade 75, etc., with the numbers corresponding to yield strength in ksi. The European standard EN 10080 uses the letter B followed by a number, such as B500B representing a characteristic yield strength of 500 MPa and medium ductility. The Japanese Industrial Standard JIS G3112 uses SD390, SD490, etc., where SD indicates the steel reinforcement and the number represents the minimum yield strength.

 

In engineering applications, different grades of steel reinforcement serve different structural functions. HRB335 is mostly used for secondary components or low-rise buildings, HRB400 has become the main steel reinforcement in cast-in-place concrete structures, and HRB500 is suitable for heavy-load scenarios such as the core tubes of super high-rise buildings and long-span bridges. For special environmental engineering, corrosion resistance is a key consideration; epoxy-coated steel reinforcement is marked with "Ep" after its designation, and stainless steel reinforcement uses the prefix "SUS".

d
mm

weight
kg/m

4.25d
mm

cm2

Rebar type/d

1

2

3

4

5

6

7

8

9

10

10

0.616

43

0.785

1.570

2.355

3.140

3.925

4.710

5.495

6.280

7.065

7.850

HRB335/10

12

0.888

51

1.131

2.262

3.393

4.524

5.655

6.786

7.917

9.048

10.179

11.310

HRB335/12

14

1.208

60

1.539

3.078

4.617

6.156

7.695

9.234

10.773

12.312

13.851

15.390

HRB335/14

16

1.578

68

2.011

4.022

6.033

8.044

10.055

12.066

14.077

16.088

18.099

20.110

HRB335/16

18

1.998

77

2.545

5.090

7.635

10.180

12.725

15.270

17.815

20.360

22.905

25.450

HRB335/18

20

2.466

85

3.142

6.284

9.426

12.568

15.710

18.852

21.994

25.136

28.278

31.420

HRB335/20

22

2.984

94

3.801

7.602

11.403

15.204

19.005

22.806

26.607

30.408

34.209

38.010

HRB335/22

25

3.853

106

4.909

9.818

14.727

19.636

24.545

29.454

34.363

39.272

44.181

49.090

HRB335/25

28

4.834

119

6.158

12.316

18.474

24.632

30.790

36.948

43.106

49.264

55.422

61.580

HRB335/28

32

6.313

136

8.042

16.084

24.126

32.168

40.210

48.252

56.294

64.336

72.378

80.420

HRB335/32

36

7.990

153

10.179

20.358

30.537

40.716

50.895

61.074

71.253

81.432

91.611

101.790

HRB335/36

40

9.865

170

12.566

25.132

37.698

50.264

62.830

75.396

87.962

100.528

113.094

125.660

HRB335/40

45

12.485

191

15.904

31.808

47.712

63.616

79.520

95.424

111.328

127.232

143.136

159.040

HRB335/45

50

15.413

213

19.635

39.270

58.905

78.540

98.175

117.810

137.445

157.080

176.715

196.350

HRB335/50

 

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