Customization: | Available |
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Material: | Sandwich Panel |
Usage: | Dormitories, Temporary Offices |
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Seeking for a solution to your construction employee's official request?How about considering modular house? For any construction enterprise,it is a common thing to deploy the installation workers to local construction site to fulfill their duties.However,the worker's safety and well-being must come first at any circumstances which is foundamentally provide them satified accommodation,catering and leasurement options at spare time.On the other hand,considering the high requirements of mobility and easy-to-assemble for the auxiliary house/building.modular house is definitely a reliable choice. You may wonder what is exactly the define of a modular house system.To start with,Modular House is a term used to describe the use of factory-produced pre-engineered building units that are delivered to site in Modules. The modular units may form complete rooms, or parts of rooms. Modular houses are generally made into six sided boxes constructed in a factory, then delivered to site and using a crane, the modules are set onto the building's foundation and joined together to make a single building. The modules can be placed side-by-side, end-to-end, or stacked, allowing a wide variety of configurations and styles in the building layout. GeneralThe modular unit or container is designed as a light solid construction consisting of floor and roof frames and corner profiles. The system enables compounding of individual containers in longitudinal and transverse directions without limits. It also enables compounding of containers in 2 floors in height (ground floor + first floor), or in 3 floors in height for warehousing of these containers (ground floor + 2 floor). Wainscots of the container are made of light insulation panels and offer pleasant climate in the interior due to their building and physical properties.Dimensions and Tare (ISO Standard 1161)
(1)Steel FrameworkMaterial::cold formed steel profiles in a thickness of 3 to 4mm (bottom rails).Surface working::shot blasting, epoxy ground coat in a thickness of 30 μm, final vinyl acrylic coat in a thickness of 60-70 μm. Fittings:8 corner fittings (dimensions according to ISO standard 1161), rainwater pipe in the roof framework, plate thickness of 10mm excluding top corner fittings of the top kit of each bundle (20mm thickness) Forklift openings:openings for fork-lift pockets in the floor framework, dim 88*250mm in a distance of 1700 mm (2)Floor CompositionExternal wainscot:flat galvanized steel sheet metal in a thickness of 0.5mm.Insulation filling: noncombustible mineral wool in a thickness of 100 mm among hollow steel transverse supports. Mineral wool density:50 Kg/m3 Steam blockade: PE foil in a thickness of 80 μm Cement board: CCA boards (Cellulose Fiber Cement Board, Autoclaved) in a thickness of 18 mm Density: 1500Kg/ m3 Reaction to Fire Classification:A1 certified ISO EN 13501 PVC flooring covering in a thickness of 1.5mm Permitted loading: 4 .5 KN/m2 or 6 KN/m2 (reinforced under-structure) K value: 0.45 W/ m2K R value (Thermal Resistance) = 2.2 m2K/W (3)Ceiling Composition(50mm sandwich mineral wool panel)External wainscot: 1.6 mm thick corrugated "ISO" roof,CORTEN made,and shot blasted&painted. Steam blockade:PE foil in a thickness of 80μm Insulation filling:noncombustible mineral wool in a thickness of 50 mm among 30X50X2 mm steel square bars. Mineral wool density: 50 Kg/ m3 Ceiling made of 50 mm thick mineral wool sandwich panels screwed to the steel beams of the roof frame. Sandwich panel composition: Meteor water outlet: 4 each of PVC rainwater pipes, diameter 50mm in corner pillars K value: 0.45 W/ m2K R value (Thermal Resistance) = 2.2 m2K/W Galvanized and painted steel sheet metal on both sides. Steel thickness: 0.5mm, white color Insulation filling: mineral wool in a thickness of 60mm, density 120 Kg/m3 Permitted loading (standard roof) : 2.1 KN/m2 (4)Facade WallsSandwich mineral woolSide panels' width:1140mm; total panel thickness: 60mm. Five panels fit into the long side and two panels fit into the short side of container and they are fully interchangeable Composition: External wainscot: Galvanized and painted steel sheet metal in a thickness of 0.5mm, white color Insulation filling: Mineral wool in a thickness of 60mm Inner wainscot: Galvanized and painted steel sheet metal in a thickness of 0.5mm, white color. Permitted loading: 100 kg/m2 Mineral wool density: 120 Kg/m3 K value: 0.71 W/ m2K Fire rating: 36 minutes according to GB 12955-91 and 20 minutes according to BS 476 (5)DoorsExternal Aluminum door. Single fold, 40mm thick, made of:
Made of PVC, white color, with dimensions 800 to 900 mm× 1100 to 1200mm,
(5)Electrical Installations
(6)Possibilities of Container Mounting
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Item | Flat loading type | Vertical loading type |
Exterior size | 5800*2300*2570 | 6055*2435*2620 |
Net height |
mid configuration2280/high configuration2230 |
mid configuration2280/high configuration2230 |
Ground live load |
1.5 KN/m² |
1.5 KN/m² |
Roof live load |
0.5KN/m² |
0.5KN/m² |
Wind load |
0.5KN/m² |
0.5KN/m² |
Anti-seismic |
8 degree |
8 degree |
Max.floors | 3 | 3 |
Electrical system |
concealed installation |
concealed installation |
Downpipe |
free-falling |
free-falling |
Transportation |
FCL/flat pack |
FCL/flat pack |
Extension |
4-side wall panel removal to form multi-bay units/ok |
4-side wall panel removal to form multi-bay units ok |
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 |