KXD's alternative home building is made up pf flat pack 20ft container house unit.And the introduction each unit is shown in the following:
Container House for alternative home buildings
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.
dimensions and weights
container location preparation
container handling and lifting
Packaging & Delivery
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
Technical characteristics of containers type elements
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Specifications
high quality and large span modern quality prefab steel workshop
1.insulated sandwich panel,
2.fast installation
high quality and large span modern quality prefab steel workshop
Brief Introduction
Light steel structure building is a new type of building structure system,which is formed by the main steel framework linking up H section,Z section,C section or U section steel components,roof and walls using a variety of panels and other components such windows,doors,cranes,etc.Light steel structure building is widely used as warehouses,workshops,large factories...etc.
Characteristics
1.Wide span: single span or multiple spans, the max span is 36m without middle column.
2.Low cost: unit price range from USD 30/m2 to USD 60/m2 according to customers request.
3.Fast construction and easy installation.
4. Long using lifespan: up to 50 years.
5.Others: environmental protection, stable structure, earthquake resistance, water proofing, and energy conserving.
Specification
Material | specification |
Length | As customer's requirement |
Width | As customer's requirement |
Height | As customer's requirement |
Column | H shaped,Q235/Q345 |
Beam | H shaped,Q235/Q345 |
Purline | C/Z shaped,Q235/Q345 |
Brace | Round bar,Q235 |
Knee brace | Steel angle,Q235 |
Tie bar | Steel round tube,Q235 |
Roof panel | single steel sheet /sandwich panel |
Wall panel | single steel sheet /sandwich panel |
Door | sandwich panel door/sliding door/rolling door |
Window | PVC window/Aluminium frame,4/5mm thickness glass |
Gutter | 0.8mm steel sheet/1.2mm steel sheet/3mm steel sheet |
Rain Pipe | DN110mm PVC rain pipe |
1. Professional design and engineering team: Full solution for steel structure design.
2. Procurement and Manufacture for all material for prefabricated building. We have a professional procurement team to make sure all the materials are with good quality. And our factory operation under ISO/CE/SGS standard, to make sure the fabrication works with high technology.
3. Site management & Installation supervision, We could send our engineers to help for the installation supervision, you just need to prepare a team which know normal construction works will be O.K.
KXD's H Section Manufacturing Equipment and Process
Steel plate cutting→H section assembly→Automatic welding-H section strengthening→Assembly→Manual welding→Shot blasting-Painting→
Storage
I.Steel plate cutting
The H section steel plate should be checked again by the factory and shall be applied under the condition of up to design and specified requirements after checking. Steel plate cutting should be aimed at quality guarantee and material saving. For each process like plate cutting,H type assembly, components assembly and pre-assembly should be carried out by profession setting-out worker precisely on processing surface and assembly sample plates.To guarantee the accuracy of the components'geometrical dimension,tolerance of form and position, angle and contact surface,inspection is necessary by inspector after setting out.In order to ensure the cutting quality,the surface of the ultra-thick plate is subjected to the surface carburizing hardness test before cutting.The CNC cutting equipment is preferred for cutting.The high purity 98.0% acrylic gas and 99.99% liquid oxygen gas are used to guarantee the smoothness and flatness of the cutting surface without notches and slags.The groove is cut by a special imported cutting machine.
Equipment name: Portable CNC Fire-cutting machine
Model No.: CNCDG-1530
Application feature: steel plate cutting(5-100mm plate cutting thickness), beveling of the edge.Advantageous in small equipment and easy-to-move. Mainly for cutting regular and irregular small components and beveling of the plate.
Equipment name:Straight flame cutting machine
Model No.:DZCG-4000A
Application feature:steel plate cutting(5-100mm plate cutting thickness),Y flange plate, web plate cutting, effective cutting width: 3200mm
Equipment name:CNC cutting machine
Model No.:CNC-4000C
Application feature:steel plate cutting(5-100mm plate cutting thickness),Y flange plate,web plate and irregular component cutting,effective cutting width: 3200mm
Equipment name: Radial drilling machine
Model No.:Z3050*16/1
Application feature:Maximum drilling diameter φ50mm,Mainly for processing of component bolt-connection holes
Equipment name:Puncher machine
Model No.:JH21-400
Application feature:Maximum stamping pressure-400 ton,Mainly for plate punching, blanking, bending and shallow stretching
Equipment name:Shearing machine
Model No.:Q11Y-25*2500
Application feature:cutting width 2500mm and cutting thickness 3-25mm
II.H section steel assembly
The assembly process is set up on the imported H section production line.4 hydraulic positioning system press firmly against between the upper/lower flange and web plates in position. The adjust the parallelism of the flange plates and perpendicularity between flange and web plates and get them fixed after. The fixing welding should adopt C02 gas shielded welding.
Equipment name:H section steel assembly machine
Model No.:Z20B
Application feature:mainly for H type assembly u,flange width 150-800mm,web height 160-2000 mm
III.Automatic welding
The H section steel members will be hoisted into the gantry-type submerged arc automatic welding machine for welding.The welding process should be carried out in accordance with specified welding sequence and regulation parameters.Preheating, which uses the electrical heaters, is necessary for the ultra-thick plates of components.The set temperature shall be determined based on the specified one.Please see factory welding process documents for detail.
Equipment name: Gantry-type submerged arc automatic welding machine
Model No.:LHA5ZB
Application feature:Mainly for assembly welding of H section steel whose maximum cross section up to 800mm×2000mm
IV.H section steel strengthening machine
H section steel strengthening process: Correction of flange flatness by using H section steel flange plate strengthening machine.Flame-correct the perpendicularity between the H section flange and web plate under special circumstances and then correct the side bending of the H section steel. The flame temperature should be controlled under the range of 600~800ºC.
Equipment name:H section steel strengthening machine
Model No.:YTJ60B
Application feature:Mainly for correcting the deformation of I beam or H section steel flange plate during welding process,flange width 200-1000mm, flange thickness≤60mm, web height≥350mm
Equipment name:H section flange strengthening machine
Model No.: HYJ-800
Application feature:Mainly for correcting the deformation of I beam or H section steel flange plate during welding process,flange width 160-800mm,flange thickness≤40mm,web height≥160mm
V.Simulated assembly of component
1.Get familiar with component shop drawing and technical requirements.
2.The model components need to re-check by related department after making and finalizing of the model components and then to assemble.
3.Accurate mark-up
4.Inspect the component after first assembly.For multi-group components, pre-assembly for the first group and then batch assembly after qualified test.
VI.Manual welding
VII.Shot blasting
Equipment name:10-ramming heads shot blasting machine
Model No.:QH1525
Application feature:Mainly for shot blasting of section steels including H section steel, welded members and steel plate,10 ramming head; Machine entry size:1500Í2500 and member at 1200Í2000 size could pass the machine at once; up to Sa2.5 Grade.
VIII.Painting
The surface of the members should be in even,flat, glossy and full painting without manifest of cracking, peeling and pin holing.The color and coating thickness should also meet design requirements.If there is no certain requirements,the following standards should be followed:thickness is 150μm indoor while 125μm outdoor.The allowable deviation is -25μm.The allowable deviation of dry paint film thickness for each-time painting
Two coats of primer:thickness being40±5μm; Two coats of finish paint:thickness being 60±5μm.
Equipment name:Airless sprayer
Model No.:CPQ9CA
Application feature: Derived capacity:56 L/min,Air consumption:50~1200 L/min.Mainly for surface paint of structural members, Pressure ration: 32:1
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:
- minimize the amount of filler metal
- easy for beveling
- in convenience for welding operation and slag removal
- 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





4.1. Mark on form and size of welding joint groove:

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 |
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 |
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) |
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:
- minimize the amount of filler metal
- easy for beveling
- in convenience for welding operation and slag removal
- 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





4.1. Mark on form and size of welding joint groove:

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 |
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 |
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 COMPLIANCEA. (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 |
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/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 |