Customization: | Available |
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Certification: | CE |
Usage: | Warehouse, Temporary Offices, Workshop |
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Advantages |
|
Faster installation |
Single source responsibility |
Lower cost |
Flexibility in expansion |
Large clear spans |
Quality control |
Low maintenance |
Energy efficient roof and wall systems |
Architectural versatility |
Optimized design of steel reducing weight |
Quick delivery and Quick turn-key construction. |
Water-tight roofs & wall coverings |
Pre-painted and has low maintenance requirement. |
The building can be dismantled and relocated easily. |
Clear spans up to 100m without internal columns |
Flexibility in building dimensions |
Fixed deadlines and costs |
|
Weather-tight roof and wall coverings with accessories for long maintenance free exteriors. |
Mark | Welding method | Penetration type |
MC | Shielded metal arch welding | CJP-complete joint penetration |
MP | PJP-partial joint penetration | |
GC | Shielded arch welding Self-shielded arc welding |
CJP-complete joint penetration |
GP | PJP-partial joint penetration | |
SC | Submerged arc welding | CJP-complete joint penetration |
SP | PJP-partial joint penetration | |
SL | Electroslag welding |
Backing material type | Single/double side welding | ||
Mark | Material | Mark | Single/double side welding |
BS | Metal backing | 1 | Single side welding |
BF | Other backing | 2 | Double side welding |
Mark | Size of each part on groove |
t | Thickness of welding plate(mm) |
b | Groove root gap or gap between two members(mm) |
h | Groove depth(mm) |
p | Groove roof face(mm) |
α | Groove angle(º) |
Deflection | Type of structural members | Deflection Limitation | |
Vertical Deflection | Portal frame rafter | Only support corrugated steel sheets roof and cold-formed section purlins | L/180 |
If there is ceiling system | L/240 | ||
If there is top running crane | L/400 | ||
Mezzanine floor | Main beam | L/400 | |
Secondary beam | L/250 | ||
Purlins | Only support corrugated steel sheets roof | L/150 | |
If there is ceiling system | L/240 | ||
Corrugated roof steel sheet | L/150 | ||
Lateral Deflection | Wall panel | L/100 | |
Wind columns or wind truss structures | L/250 | ||
Wall beam | Only support corrugated steel sheet wall | L/100 | |
Support masonry wall | L/180 and ≤50mm |
Material Specifications | ||||||
No | Components | Specifications | Minimum yield strength | Applicable Design Code | ||
1 | Built -up (Plates) |
GB/T1591-2008 | Fy = 34.5 kN/cm2 | CISA - China Iron & Steel Association - Latest Edition | ||
2 | Hot Rolled | Angles |
GB/T3274-2007 | Fy = 23.5 kN/cm2 | CISA - China Iron & Steel Association - Latest Edition | |
Beams |
GB/T11263-2010 | Fy = 23.5 kN/cm2 | CISA - China Iron & Steel Association - Latest Edition | |||
3 | Cold Form |
Galvanized |
GB/T 2518-2008 | Fy = 45.0 kN/cm2 | CISA - China Iron & Steel Association - Latest Edition | |
4 | Roof panel/Wall panel (Zinc) |
GB/T12754-2006 | Fy = 34.5 kN/cm2 | CISA - China Iron & Steel Association - Latest Edition | ||
5 | Roof panel/Wall panel (Alu) |
GB/T12754-2006 | Fy = 34.5 kN/cm2 | CISA - China Iron & Steel Association - Latest Edition | ||
6 | X-Bracing | Galvanized cable bracing | GB/T 700-2006 | Fu = 157 kN/cm2 | CISA - China Iron & Steel Association - Latest Edition | |
7 | Anchor bolts |
GB/T 700-2006 | Fu = 40.0 kN/cm2 | CISA - China Iron & Steel Association - Latest Edition | ||
8 | High strength Bolts | GB/T 1228-2006 | Ft = 30.3 kN/cm2 Fu = 72 to 83 kN/cm2 |
CISA - China Iron & Steel Association - Latest Edition | ||
9 | Machine Bolts |
GB/T 1228-2006 | Ft = 13.8 kN/cm2 Fu = 41.0 kN/cm2 |
CISA - China Iron & Steel Association - Latest Edition |