Customization: | Available |
---|---|
Material: | Steel Structure |
Wall and Roof Sandwich Panel: | EPS/Rock Wool/Glass Wool/PU Sandwich Panel |
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No. | Component | Specification | Material thickness | Remark |
I Main steel structure | ||||
1 | Column | Double 8#C steel | Blue | |
2 | Ground beam | 8#C steel | black | |
3 | A shape beam | 80#C steel + 50x30 flat pipe | Iron red | |
4 | Roof purlin | T steel | ||
5 | Ring beam | 8#C steel | Blue | |
6 | Canopy frame | 8#C steel | Blue | |
7 | Walkway frame support | 8#C steel | Blue | |
8 | Lateral bracing | angle steel | Blue | |
II Wall | ||||
1 | External wall panel | EPS sandwich panel or rock wood panel | 50mm,75mm for your options | Grey white+ivory white |
2 | Inner partition panel | EPS sandwich panel or rock wood panel | 50mm,75mm for your options | Grey white |
III Roofing | ||||
1 | Roof panel | EPS sandwich panel or rock wood panel | 50mm,75mm for your options | Blue, red,ivory white,grey white |
IV Door & window | ||||
1 | Door | EPS sandwich panel or rock wood panel door or steel door | 880X2040mm | White |
2 | Window | Aluminum sliding window | Width1740×height 925mm |
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 |