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Rebar is a ribbed steel bar on the surface, also known as ribbed steel bar, usually with two longitudinal ribs and transverse ribs evenly distributed along the length. The shape of the transverse ribs is spiral, herringbone, and crescent. It is expressed in millimeters of the nominal diameter.
Product name | Reinforced steel bar steel rebar/Ribbed steel bars |
Standard | ASTM, AISI, EN, DIN, JIS, GB |
Grate | HRB400/HRB500/KSD3504 SD400/KSD3504 SD500/ASTM A615, GR40/ASTM GR60/BS4449 B500B/BS4449 B460 Etc. |
Material | HRB335, HRB400, HRB500, JISG3112-2004 SD390; BS4449-1997 Gr.460B; BS4449:2005 B500B/B500C |
Specifications | Diameter(6-50mm) 6mm,8mm,10mm,12mm,16mm,20mm,22mm,25mm,28mm,32mm, 40mm,50mm Or OEM Length:6m-12m as your required |
Application | Rebar is widely used in building, bridge, road and other civil engineering construction. |
Standard |
GB:HRB400 HRB400E HRB500 |
USA:ASTM A615 GR40,GR60 | |
UK: BS4449 GR460 | |
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. |
Dia(mm) | Theoretic weight kg/m | Dia(mm) | Theoretic weight kg/m |
8 | 0.395 | 19 | 2.23 |
9 | 0.499 | 20 | 2.47 |
10 | 0.617 | 21 | 2.72 |
11 | 0.746 | 22 | 2.98 |
12 | 0.888 | 23 | 3.26 |
13 | 1.04 | 24 | 3.55 |
14 | 1.21 | 25 | 3.85 |
15 | 1.39 | 28 | 4.83 |
16 | 1.58 | 32 | 6.31 |
17 | 1.78 | 36 | 7.99 |
18 | 2.00 | 40 | 9.87 |
Threaded connection and binding are still one of the main means of steel bar connection. When binding steel bars, the cross points of the steel bars should be tied firmly with iron wires; for the steel mesh on the board and the wall, except for the intersection points of the two outer rows of steel bars, all the intersection points of the outer two rows of steel bars should be firmly tied, and the intersection points of the middle part can be staggered at intervals to ensure that the position of the stressed steel bars does not produce deviation. The stirrups of beams and columns should be arranged vertically to the stressed steel bars, and the overlapping places of the hooks should be staggered along the direction of the stressed steel bars. The lap length and joint position of tension steel bar and compression steel bar joint meet the requirements of construction and acceptance specifications.
The binding of steel bars shall comply with the following regulations:
1. The intersection of steel bars must be fastened with iron wire.
2. The reinforcement mesh of the board and the wall must be fastened at intervals and staggered at the intersecting points of the middle part, but it is necessary to ensure that the stressed reinforcement does not shift. The two-way stressed steel mesh must be fully fastened.
3. For the steel bars of beams and columns, except for the design requirements, the stirrups should be arranged vertically to the stress bars.
4. At the intersection of the slab, the secondary beam and the main beam, the reinforcement of the slab is on the top, the reinforcement of the secondary beam is in the middle, and the reinforcement of the main beam is below; when there is a ring beam or a pad beam, the reinforcement of the main beam is on the top.
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