| Application: | Building, Construction |
|---|---|
| Model Number: | HRB, BS,ASTM, AS/NZS |
| Brand Name: | SJT |
| Place of Origin: | China (Mainland) |
| Length: | 6 912m |
| Diameter: | 6 8-3240mm |
| Grade: | 400/500/460B/500B |
| Standard: | AISI,ASTM,BS,DIN,GB,JIS |
| Surface treatment: | expoy coated, GI |
| Certificate: | BV ISO SGS |
| Special Use: | Free Cutting Steel |
| Technique: | Hot Rolled |
| Surface: | thread |
| Delivery Status: | Straight/Coil |
| alloy: | alloy or non-alloy |
Quick Details
Specifications
Definition:
Rebar is common known as steel reinforcing bar, usually applied to reinforced concrete and reinforced masonry structures. Formed from mild steel, it is given ribs for better frictional adhesion to the concrete. In other words rebar is an iron rod, a weldable plain reinforcing steel bar, that it can be also used for steel meshes.
Details:
|
Diameter(mm) |
6,8,10,12,14,16,20,22,25,28,32,36,40,50. |
|
Length(m) |
6,9,12,15 ,U shape or according customers require |
|
Standard |
GB(HRB335/HRB400/HRB500) |
|
BS4449-1997 GRADE 250B,460B, BS4449-2005 GRADE 500B |
|
|
ASTM A615 GRADE 40,60,75, ASTM A706 |
|
|
DIN488-1 420S/500S, BST500S |
|
|
JIS G3112 SD35, SD40, SD50 |
|
|
NFA 35016 FE E 400, FE E 500 |
|
|
CAN/CSA.G30.18-M92 GR400,GR400W GR500 |
|
|
IS 739 S 400, S 400W |
|
|
NCH204 A63-42H,A44-28H |
|
|
UNE 36-068-94 B500S |
|
|
LNEC E 449 -1998 400S, 500S |
|
|
UNI 6407/69FEB44K |
|
|
AS4671 GRADE 500N |
|
|
CA 50/60 |
|
|
GOST A3 R A500C |
|
|
Surface |
Deformed |
|
Epoxy coating |
|
|
Galvanized coating |
|
|
Application |
Construction, Building , Road , Bridge, etc. |
|
Place of Origin |
Tianjin, China |
|
Production capacity |
1000mt for 1 day |
|
Annual outcome |
600,000 MT |
|
Production facility |
Imports of production equipment from Italy |
|
Payment term |
T/T or 100% L/C at sight |
|
Package |
By bundles. One bundle about 2-3tons |
|
Provider |
Sample, mill test report , CO, FORM E, any time can visit our factory |
Theoretical Weight of Rebar:
|
Diameter mm |
Section Area mm2 |
Theoretical weight kg/m |
|
6 |
28.26 |
0.222 |
|
8 |
50.24 |
0.395 |
|
10 |
78.5 |
0.617 |
|
12 |
113.04 |
0.888 |
|
14 |
153.86 |
1.21 |
|
16 |
200.96 |
1.58 |
|
18 |
254.34 |
2 |
|
19 |
283.39 |
2.235 |
|
20 |
314 |
2.47 |
|
22 |
379.94 |
2.98 |
|
25 |
490.63 |
6.85 |
|
28 |
614.44 |
4.83 |
|
29 |
660.19 |
5.06 |
|
32 |
803.84 |
6.31 |
|
36 |
1017.36 |
7.99 |
|
40 |
1256 |
9.87 |
|
50 |
1962.5 |
15.42 |