Color Steel Sheet
Product features
Duowei color sheet steel combines the superior strength of steel plate and the corrosion resistance of oven cured paint that will last, providing you with strong and beautiful panels.
Outstanding Durability
We have been focusing on product innovation for many years in order to meet the needs of our customers. This color steel plate allows your building to look better for far longer than traditional products due to improved gloss retention, enhanced dust resistance and low film erosion.
Coated steel sheet advantages:
1. Hot dipped galvanized pre-painted steel sheet
2. Zinc Coating: Z0.8-Z1.2
3. Paint Coating: Regular Modified Polyester Painting
4. Painting Thickness (top):18-20 microns
5. Paint Thickness (bottom):5-7 Microns Epoxy
6. Surface Paint Reflection: Glossy Finish (Optional Matt Finish)
The main types of color steel plate are as follows:
Series of color sheet steel
1.
Features
The connection of this type is double dark buckle lock coil links 360 degrees, improving tightness.
Low slope, high strength, without self-screws, safely installed
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
470 | 600 | 0.5 | 12.03 | 5.02 | Hidden roof panel |
0.6 | 14.31 | 6.02 |
2.
The connection of this type is double dark buckle lock coil links 360 degrees, improving tightness.
Low slope, high strength, without self-screws, safely installed
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
788 | 1000 | 0.5 | 27.66 | 9.45 | Hidden roof panel |
0.6 | 34.98 | 10.99 | |||
0.8 | 42.06 | 14.38 |
3.
Features
Big wave, high strength, no screw side whipstitch bite installation
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
760 | 1000 | 0.6 | 37.53 | 12.41 | Hidden roof panel |
0.8 | 49.71 | 6.52 | |||
1.0 | 62.14 | 20.59 |
4.
Features
Big wave, high strength, no screw side wdipstitch bite installation
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
820 | 1000 | 0.5 | 32.05 | 11.05 | Hidden roof panel |
0.6 | 38.27 | 12.93 | |||
0.8 | 50.05 | 17.40 |
5.
The processing strength can reach 550Mps
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
820 | 1000 | 0.5 | 10.28 | 5.24 | Roof |
0.6 | 12.05 | 6.33 | |||
0.8 | 16.34 | 8.37 |
6.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
820 | 1000 | 0.5 | 8.6 | 4.22 | Roof panel Wall panel |
0.6 | 10.12 | 5.32 |
7.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
750 | 1000 | 0.5 | 11.54 | 6.23 | Roof panel Wall panel |
0.6 | 13.85 | 7.48 |
Note: The processing strength can reach 345Mpa, unfold width is 1200m and effective width is 875mm. Thickness of sheet: 0.4-1.0mm
8.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
840 | 1000 | 0.5 | 10.2 3 | 9.20 | Roof panel Wall panel |
0.6 | 12. 29 | 10.75 | |||
0.8 | 16.3 8 | 14.71 |
9.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
840 | 1000 | 0.5 | 10.2 3 | 8.81 | Roof panel Wall panel |
0.6 | 11.17 | 10.57 | |||
0.8 | 15.77 | 14.21 |
10.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
840 | 1000 | 0.5 | 9.18 | 4.68 | Roof panel Wall panel |
0. 8 | 14.59 | 7.47 |
11.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
750 | 1000 | 0.5 | 31.05 | 10.01 | Roof panel |
0.6 | 37.26 | 12.02 | |||
0.7 | 43.47 | 14.02 | |||
0.8 | 49.68 | 16.02 |
12.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
820 | 1000 | 0.5 | 2.09 | 2.32 | Ripple Wall panel |
0.6 | 2.51 | 2.79 | |||
0.7 | 2.93 | 3.26 | |||
0.8 | 3.36 | 3.73 |
13.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
864 | 1200 | 0.5 | 0.81 | 1.63 | Ripple Wall panel |
0.6 | 0.93 | 1.86 | |||
0.7 | 1.14 | 2.29 | |||
0.8 | 1.31 | 2.63 |
14.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
800 | 1000 | 0.5 | 9.79 | 4.89 | Wall panel |
0.6 | 11.74 | 5.87 | |||
0.7 | 13.70 | 6.85 | |||
0.8 | 15.56 | 7.82 |
15.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
600 | 1000 | 0.5 | 193.78 | 27.68 | Large Span Roof panel |
0.6 | 232.56 | 33.22 | |||
0.7 | 271.32 | 38.76 | |||
0.8 | 310.11 | 44.30 |
16.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
900 | 1000 | 0.5 | 1.00 | 0.77 | Wall panel Lined plate |
0.6 | 1.20 | 0.92 | |||
0.7 | 1.41 | 1.08 | |||
0.8 | 1.62 | 1.24 |
17.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
880 | 1000 | 0.5 | 0.92 | 0.92 | Wall panel Lined plate |
0.6 | 1.10 | 1.10 | |||
0.7 | 1.29 | 1.29 | |||
0.8 | 1.47 | 1.47 |
Nota: La fuerza de procesamiento puede alcanzar 345Mpa, la anchura de despliegue es de 1200m y la anchura efectiva de 990mm. El espesor de la chapa es de 0.4-1.0mm
17.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
880 | 1000 | 0.5 | 0.92 | 0.92 | Wall panel Lined plate |
0.6 | 1.10 | 1.10 | |||
0.7 | 1.29 | 1.29 | |||
0.8 | 1.47 | 1.47 |
Note: The processing strength can reach Q345Mpa, unfold width is 1200m and effective width is 990mm. Thickness of sheet: 0.4-1.0mm
18.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
465 | 600 | 0.5 | 43.08 | 7.69 | 360° Hidden roof panel |
0.6 | 51.83 | 9.25 | |||
0.7 | 60.58 | 10.81 | |||
0.8 | 69.33 | 12.38 |
19.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
864 | 1200 | 0.5 | 0.81 | 1.63 | Wall panel Lined plate |
0.6 | 0.93 | 1.86 | |||
0.7 | 1.14 | 2.29 | |||
0.8 | 1.31 | 2.63 |
20.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
950 | 1200 | 0.5 | 16.86 | 7.33 | Roof wall |
0.6 | 20.24 | 8.80 | |||
0.7 | 23.62 | 10.27 | |||
0.8 | 27.01 | 11.74 |
21.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
820 | 1000 | 0.5 | 7.60 | 3.80 | Roof wall |
0.6 | 9.12 | 4.56 | |||
0.7 | 10.64 | 5.32 | |||
0.8 | 12.17 | 6.08 |
22.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
864 | 1200 | 0.5 | 0.81 | 1.63 | Ripple wall |
0.6 | 0.93 | 1.86 | |||
0.7 | 1.14 | 2.29 | |||
0.8 | 1.31 | 2.63 |
23.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
864 | 1200 | 0.5 | 6.04 | 3.35 | Roof wall |
0.6 | 7.19 | 3.99 | |||
0.7 | 8.35 | 4.46 | |||
0.8 | 9.51 | 5.28 |
24.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
828 | 1200 | 0.5 | 5.04 | 3.15 | Antique tile |
0.6 | 6.05 | 3.78 | |||
0.7 | 7.07 | 4.42 | |||
0.8 | 8.09 | 5.05 |
25.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
864 | 1200 | 0.5 | 0.81 | 1.63 | Ripple Wall panel |
0.6 | 0.93 | 1.86 | |||
0.7 | 1.14 | 2.29 | |||
0.8 | 1.31 | 2.63 |
26.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
820 | 1000 | 0.5 | 7.60 | 3.80 | Roof panel Wall panel |
0.6 | 9.12 | 4.56 | |||
0.7 | 10.64 | 5.32 | |||
0.8 | 12.17 | 6.08 |
27.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
900 | 1000 | 0.5 | 1.00 | 0.77 | Roof panel Lined plate |
0.6 | 1.20 | 0.92 | |||
0.7 | 1.41 | 1.08 | |||
0.8 | 1.62 | 1.24 |
28.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
373 | 500 | 0.5 | 5.74 | 2.49 | Roof wall |
0.6 | 6.85 | 2.97 | |||
0.7 | 7.95 | 3.45 | |||
0.8 | 9.06 | 3.93 |
29.
Effective width | Unfold width | Thickness | The section moment of inertia | Sectional modulus | Application |
870 | 1000 | 0.6 | 13.48 | 4.39 | Roof panel |
0.8 | 17.97 | 5.84 | |||
1.0 | 26.96 | 7.28 |