Prefabricated Mobile Container House for Accommodation Solution

• Customization: Available
• Usage: Warehouse, Temporary Offices, Workshop
• Material: Steel Structure
• Model NO.: KXD-SSW1260
• Certification: ISO, SGS
• Customized: Customized
• Size: According to Customers′ Requirement
• MOQ: 200m2
• Main Structure: H Section Welded Steel Structure
• Life Cycl3: 30 Years
• Customer Service: Full Package
• Project Management: Turnkey Solution
• Type: H-Section Steel
• Standard: GB
• Forming: Hot-Rolled Steel
• Residential Wall Structure: Wallboard
• Application: Steel Workshop, Steel Structure Platform
• Warranty: 30 Year Limited Warranty
• Transport Package: Seaworthy Package for Steel Structure Warehouse
• Specification: SGS / ISO/BV
• Trademark: KXD, Carbon Structural Steel
• Origin: China
• HS Code: 9406900090
• Production Capacity: 5000ton/Month

Product Description

Mobile house
Container House
1.Technical Data-Standard
Technical characteristics of containers type elements
(1)ISO standard dimensions of 20 feet STANDARD containers-optionally 10 up to 30 feet
(2)length=6.058 mm (optionally 3.048 - 9.100 mm)
width=2.438 mm (optionally 3.000 mm)
(3)exterior height=2.591 mm (optionally 2.791 mm or 3100 mm)
(4)inner height = 2.300 mm (optionally 2.500 mm or 2800 mm)
 
container construction difference
ZINCED metal profyles 3 mm connected with scres
 
container painting
(1)option: on customer wish in RAL color
(2)option: painted on customer wish in RAL color
 
container floor



 
container floor opening for forklift
(1)without forklift pockets
(2)option: with forklift pockets for containers up to 7.335 mm
(3)holes distance 1.506mm
 
container roof construction



 
container exterior wall and side panels
(1)50 mm poliurethane panel, externally micro-corrugated RAL 9002
internally smooth RAL 9010 (white)
(2)option: 60 mm mineral wool, both side plastificated in RAL 9002
(3)option: 60 mm mineral wool, both side plastificated in RAL 9002, internally enriched chipboard 100 WHITE010 (white)
(4)option: 80 mm poliurethane panel, both side plasticated steel plate RAL 9010 (white)
(5)option: 100 mm poliurethane panel, both side plasticated steel plate RAL 9010 (white)
(6)option: 100 mm mineral wool, both side plasticated steel plate RAL 9010 (white)
(7)option: 120 mm mineral wool, both side plasticated steel plate RAL 9010 (white)
 
container exterior and inner walls
PVC with polyurethane filling 40 mm, clear opening 79/202 cm
 
container windows and doors
(1)option: windows without shutters
(2)option: windows with shutters
 
container isolation, coefficient of thermal resistance
floor - U = 0,37 W / m2k
roof - U = 0,39 W /m2k
wall panels - U = 0,41 W /m2k
windows - U = 2,40 W / m2k
 
Individual KXD container modules
They are assembled in KXD factory production from KXD manufactured elements. They come to the market as finished product as residential or office space equipped with or without equipment. Individual container modules are used as a single objects as bungalows, dormitories, offices, warehouses, shops, workshops and a built MODULE for the construction of various shapes and purposes.
 




 

steel structure frame	light steel structure
roof and wall material	EPS sandwich panel. fiberglass sandwich panel, rock wool sandwich panel
sandwich panel thickness	between 50-100mm
material of door	sandwich panel door or security door
material of window	plastic steel window or aluminium allow edge window
Packing	directly loaded into 40ft GP, 40ft HQ, 40ft OT
features	1. Easy to assemble and disassemble for several times without damage 2. Cost saving and transportation convenient 3. Anti-rust and normally more than 30 years using life 4. Quick installation, easy disassembly and moving.
type and size	professional engineer can according your require to make any change of this house, also we can OEM
Our Princle: Good quality, Good service, beautiful design

Process, fabrication and quality control standard on welding groove/beveling of steel structure
1. Purpose
To ensure the welding quality, meeting up the technical requirements of welded members and improve the standardization of our fabrication, we specially formulate this regulation.
2. Application scope
This manual apply for the design, fabricate and inspection of groove joint in terms of manual arc welding, CO2 arch welding, mixed gas arch welding, submerged arc welding and electroslag welding.
3. Design of welding groove
3.1 Key points on design welding groove:
In order to obtain quality groove, it is necessary to choose appropriate form of groove. The option of groove mainly depends on the thickness of base metal, welding method and craftsmanship requirements.The followings are the factors we need to consider:

1. minimize the amount of filler metal
2. easy for beveling
3. in convenience for welding operation and slag removal
4. After welding stress and deformation should be as small as possible

3.2 Groove direction:
We will consider the following factors for the groove direction:
A)in favor of welding process and removing slag and leave enough space for welding process on the fusion face
B)minimize the times of flip-flop during welding
C)way of fit-up in actual welding

3.3. Regulation on groove direction of members:

3.3.1 Butt welding on H section rafter/column (when CJP-complete joint penetration and single side fusion is required)
1) When there is no welding backing, the groove orientation on flange plates should be same and falls on the direction in favor of welding on web plats(same rules apply for the PJP situation). Please refer to illustration 1

2)When there is welding backing, we require the groove direction being outward for the flange plates(opposite direction for web plates) and still falls on the direction in favor of welding on web plates. Please refer to illustration 2
3)Butt-welding on construction site:we require all the grooves should be bevelled on the upper rafter/column when it comes to bolt connection for web plates(see illustration 3). For the scenario of welding on web plates, please refer to the illustration 4.
3.3.2 Box column(groove on itself).See illustration 5
4. Welding groove form
4.1. Mark on form and size of welding joint groove:
Example: Shielded metal arch welding, complete joint penetration, butt welding, I shape groove, welding backing and single side weld would be marked MC-BI-BS1
4.2. For the mark of welding method and penetration type, please see the following chart 1.
Chart 1 Mark on welding method and penetration type

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

 4.3. For the mark of single, double side welding and backing material type, please see the following chart 2
Chart 2 Single/double side welding and backing material type mark

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

4.4. Mark on each part size of groove, see chart 3.
Chart 3 Size mark on groove

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)

Applicable Codes

LATEST INTERNATIONAL CODES COMPLIANCE
A. (GB50009-2012): Load code for the design of building structures
Loads on all buildings are applied in accordance with:
2012 edition of the Load code for the design of building structures

B. (MOHURD): Ministry of Housing and Urban-Rural Development of the People's Republic of  China

Manufacturing and Erection tolerances are applied as per:
GB50205-2001 edition Code for acceptance of construction quality of steel structures

C.(MOHURD): Ministry of Housing and Urban-Rural Development of the People's Republic of  ChinaHot rolled sections and built up sections are designed in accordance with:
GB50017-2017 Code for design of steel structure

D. CISA - China Iron & Steel Association - Latest Edition
Cold formed members are designed in accordance with:
GB50018-2002 Technical code of cold-formed thin wall steel structures


E. (MOHURD): Ministry of Housing and Urban-Rural Development of the People's Republic of  China

Welding is applied in accordance with:
JGJ81-2002 Technical specification for Welding of steel structure of building

F. Surface treatments are applied in accordance with:
GB/T 8923.1 Preparation of steel substrates before application of paints and related products-Visual assessment of surface cleanliness-Part 1: Rust grades and preparation grade of uncoated steel substrates and of steel substrates after overall removal of previous coatings

STRICT DEFLECTION CRITERIA
 

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

The material standards for which the building components have been designed as per specifications.

STANDARD MATERIAL SPECIFICATIONS

Material Specifications
No	Components		Specifications	Minimum yield strength		Applicable Design Code
1	Built -up (Plates)		GB/T1591-2008	Fy = 34.5 kN/cm^2		CISA - China Iron & Steel Association - Latest Edition
2	Hot Rolled	Angles	GB/T3274-2007	Fy = 23.5 kN/cm^2	CISA - China Iron & Steel Association - Latest Edition
		Beams	GB/T11263-2010	Fy = 23.5 kN/cm^2	CISA - China Iron & Steel Association - Latest Edition
3	Cold Form	Galvanized	GB/T 2518-2008	Fy = 45.0 kN/cm^2		CISA - China Iron & Steel Association - Latest Edition
4	Roof panel/Wall panel (Zinc)		GB/T12754-2006	Fy = 34.5 kN/cm^2		CISA - China Iron & Steel Association - Latest Edition
5	Roof panel/Wall panel (Alu)		GB/T12754-2006	Fy = 34.5 kN/cm^2		CISA - China Iron & Steel Association - Latest Edition
6	X-Bracing	Galvanized cable bracing	GB/T 700-2006	Fu = 157 kN/cm^2		CISA - China Iron & Steel Association - Latest Edition
7	Anchor bolts		GB/T 700-2006	Fu = 40.0 kN/cm^2		CISA - China Iron & Steel Association - Latest Edition
8	High strength Bolts		GB/T 1228-2006	Ft = 30.3 kN/cm^2 Fu = 72 to 83 kN/cm^2		CISA - China Iron & Steel Association - Latest Edition
9	Machine Bolts		GB/T 1228-2006	Ft = 13.8 kN/cm^2 Fu = 41.0 kN/cm^2		CISA - China Iron & Steel Association - Latest Edition