|
|
| |
|
|
|
|
|
|
 Click to enlarge image
|
Descriptions
Deformed Steel Bars for Concrete Reinforcement
The Company is producing Deformed Steel Bars according to KSD3504 under strict qulity tests.
| Spec |
Code |
Mechanical Properties |
Chemical Composition(%) |
Carbon Equiv
alent (%) |
Tally |
Standard of
1 Bundle |
T.S(kgf/
mm2) |
Y.P
(kgf/
mm2) |
EL
(%) |
C |
Si |
Mn |
P |
S |
Diameter |
Piece |
Weight
(kg) |
| SD30A |
2C |
45~61 |
30↑ |
16↑ |
0.36↓ |
0.20↓ |
1.00↓ |
0.045↓ |
0.045↓ |
0.317
~0.390 |
Green |
D10 |
210 |
941 |
| SD35 |
3C |
50↑ |
35~45 |
18↑ |
0.27↓ |
0.55↓ |
1.50↓ |
0.045↓ |
0.045↓ |
0.391
~0.430 |
Red |
| D13 |
120 |
955 |
| SD40 |
4C |
57↑ |
40~52 |
16↑ |
0.29↓ |
0.55↓ |
1.80↓ |
0.045↓ |
0.045↓ |
0.431
~0.550 |
Yellow |
| Diameter |
Unit Weight
(kgf/㎟) |
Nominal
Section
Area(s) (㎠) |
Average
Spacing of
Deformations(㎜) |
Deformation Height(H) |
Max. Gap of
sum(㎜) |
Min
(㎜) |
Max
(㎜) |
| D-10 |
0.560 |
0.7133 |
6.7↓ |
0.40 |
0.80 |
7.5 |
| D-13 |
0.995 |
1.2670 |
8.9 |
0.50 |
1.00 |
10.0 |
| D-6 |
0.249 |
0.3167 |
4.4↓ |
0.30 |
0.60 |
5.0 |
| C-6 |
0.222 |
0.2830 |
8.0↓ |
0.20 |
0.50 |
5.0 |
| C-8 |
0.395 |
0.5030 |
10.0↓ |
0.20 |
0.50 |
6.0 |
| C-10 |
0.617 |
0.7850 |
10.0↓ |
0.20 |
0.60 |
7.5 |
| C-13 |
1.042 |
1.3270 |
12.0 |
0.20 |
0.60 |
10.0 |
| Diameter |
Standard of 1 piece |
Standard of 1 Bundle |
| Length |
Weight |
Piece |
Weight(kg) |
Weight |
| D-10 |
8M+45
0㎜ |
±6% |
210 |
941 |
±5% |
| D-13 |
120 |
955 |
| D-6 |
- |
-8% |
Coil type |
| C-6 |
±8% |
Coil Deformed
Wire |
| C-8 |
| C-10 |
±5% |
| C-13 |
|
|
|
|
| |
|
|
|
Related Keywords:
Bookmark / Share this page