• Prefab Standard Prefabricated Container House Worker Camp
  • Prefab Standard Prefabricated Container House Worker Camp
  • Prefab Standard Prefabricated Container House Worker Camp
  • Prefab Standard Prefabricated Container House Worker Camp
  • Prefab Standard Prefabricated Container House Worker Camp
  • Prefab Standard Prefabricated Container House Worker Camp

Prefab Standard Prefabricated Container House Worker Camp

Application: Steel Workshop, Steel Structure Platform, Steel Fabricated House, Structural Roofing, Steel Walkway and Floor, Steel Structure Bridge
Warranty: 30 Year Limited Warranty
Type: H-Section Steel
Standard: GB
Trademark: Carbon Structural Steel, KXD
Forming: Hot-Rolled Steel
Customization:
Diamond Member Since 2013

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Manufacturer/Factory, Trading Company, Group Corporation

Basic Info.

Model NO.
KXD-SSW1059
Connection Form
Welded Connection
Member
Steel Column
Type of Steel For Building Structure
H-Section Steel
Carbon Structural Steel
Q235
Residential Wall Structure
Wallboard
Material
Steel Structure
Usage
Warehouse, Temporary Offices, Workshop
Certification
ISO, SGS, CE, BV
Customized
Customized
Size
According to Customers′ Requirement
MOQ
200m2
Color Reference
Ral
Member of Engineering Team
20
Quality Control
Daily
Life Cycle
50 Years
Construction Period
60 Days
Customer Service
Afterssle Service
Project Management
Turnkey Solution
Transport Package
Seaworthy Package for Steel Structure Office
Specification
ISO, SGS, BV
Origin
Qingdao, China
HS Code
9406000090
Production Capacity
5000ton/Month

Product Description

1. Roof: Sandwich panel/Concrete
2. Wall: Sandwich panel/cement foam panel
3. Main Steel Framework: Steel Column, Beam, Purlin and other supporting parts with shot blasting and painting process.
4. Material: Q345
5. Window: Plastic Steel/Aluminium Window
6. Door: Vertical hinged door (KFC door) plus Canopy

I.Pre-engineered steel structure House/Building
A pre-engineered building (PEB) also called Pre-Engineered Metal Buildings (PEMB) or simply Engineered Metal Buildings (EMB) is a steel structure built over a structural concept of primary and secondary members, and roof sheeting connected to each other. The structural members are custom designed to be high in strength as well as lighter in weight.
At present Steel is the material of choice for all in building construction, compared to concrete and timber. Thus steel building designs have become more flexible, durable and adaptable. In future too the choice of steel building will have the same effect as on today.

A.PRE ENGINEERED BUILDING CONSISTS OF FOLLOWING MAIN COMPONENTS::
Primary Sections Column,Rafters
Secondary Sections Purlins, Tie rods, Eave Strut, Rake angles, Girts
Cranes and Mazzanines.
Roofing and Cladding Roof Panel and Wall Panel
Accessories Canopy, Turbo Vent, Ridge Vent, Gutters, Crane Runways,
Insulations, Louvers, Roof curb, Sealants, Fasteners etc
B.USE OF PEB
PEB concept has been very successful and well established in North America, Australia and is presently expanding in U.K and other European countries. PEB is ideal for construction in remote & hilly areas due to its low cost and fast completion. PEB concept has acted as a catalyst in the infrastructure development of the country. Single storied houses for residential purposes take minimum time for construction and can be built in any type of geographic location like extreme hot, extreme cold hilly areas, high rain prone areas, plain land and seismic zones etc. The PEB rigid frame comprises of built-up members with tapered or straight columns and tapered rafters. The frame is erected by bolting the end plates of connecting sections together.
C.APPLICATION
Pre-engineered building systems finds primary application in construction of Warehouses and construction of Industrial Buildings. The recent focus has also shifted to cover Rural as well as urban, individual and mass housing projects, farmhouses and slum rehabilitation projects.
Application of pre-engineered steel buildings has also included the following:
PEB Structures are fabricated to the end user's requirement in a factory and erected at site, which leads to saving of time.
PEB is ideal for Factory Buildings, Warehouses, Aircraft Hangars, Indoor Stadiums, Fuel Stations, Metro Stations, Bus Terminals, Parking Lots, Schools, and Outdoor Stadiums with canopies where the intermediate columns are to be avoided.
PEB is ideal for Show Rooms, Office Complexes, Commercial Complexes & Supermarkets.
PEB is ideal for Labour Camps, Community Centers, Equipment housing , Telecommunication shelters, Airports, Railway Stations & Railway Storage yards, Exhibition Halls etc. due to its aesthetics look.
PEB is ideal for buildings in City Area where land cost is too high.
PEB is ideal for buildings that need to be relocated to other places.
PEB is ideal for buildings that are to be built faster.
PEB is ideal for Residential Sectors .
PEB is ideal for Buildings that need to be expanded in future
D.THE MATERIAL SPECIFICATIONS OF PEB MEMBERS ARE AS BELOW:
PRIMARY BUILT UP MEMBERS
High grade steel plate conforming to ASTM A572M Grade 345 Type 1 carrying minimum Yield Strength of 34.5kN/cm2. It is factory Pained with a Minimum of 40 microns (DFT) of red oxide primer.
SECONDARY MEMBERS:
Galvanized high grade steel conforming to ASTM A653 Structural quality Grade 50 with zinc coating G90, Available in 1.5 mm, 1.75 mm, 2.0 mm and 2.5 mm thicknesses having minimum Yeild Strength as 34.5 kN/cm2.
BRACING SYSTEMS :
M.S. Rod bracing shall conform to Structural Components of ASTM A36 Grade 36 or equivalent with minimum yield stress of 34.5KN/cm2.
SPECIFICATION OF STEEL:
Flange & web material for buildup section of all PEB structural member are fabricated from high grade steel plate conforming IS: 2062, ASTM AS 572 50, Grade 345 type. Purlins are secondary members of steel structure are cold formed Z & C shaped section are made of high grade steel conforming to ASTM A607 grade 50.
Prefab Standard Prefabricated Container House Worker Camp
E.FABRICATION CAPABILITIES TO MEET CLIENT NEEDS
It is the practice of assembling components of a structure in a place and transporting complete assemblies or sub-assemblies to the site where the structure is to be located. Off-site fabrication offers advantages to help achieve significant time and cost savings, support fast-track project schedules and reduce risks such as adverse weather conditions and labor shortages.
Shiva Infra's comprehensive knowledge of EPC and project management (PM) allows us to optimize Clients' overall fabrication and construction configuration for cost and schedule advantages.
Pre Engineered Buildings offered by us are based on PEB concept, and are widely known for their exclusive designs and compactness. Our range of Pre Engineered Buildings includes PEB, Prefab Buildings, Industrial Sheds, Prefab Sheds, Metal Roofing, Wall Cladding, Metal Decking, Cee-Zed Purlins, PUF Panels, Insulated Sandwitch Panels, Metal False Ceiling, Turbo Roof Vents, Insulation and FRP-Polycarbonate Sheets.
We specialize to offer construction of heavy machine foundations for Retrofitting of Construction. With the support of our expertise, we undertake these projects, which helps make the foundation more strong, enabling it to bear heavy weight and ensure resistance against any natural hazards.
Due to the many decades of experience thus gained in design, manufacture, transport and installation, we have and will continue to develop systems which have proven themselves outstandingly in modern prefabricated element and system-oriented construction. Vast storage areas allow an economic production capacity utilization as well as stockkeeping in line with the requirements of a building site.
F.Advantages of Fabrication
Early fabrication design to improve constructability
Modularization-specific designs
Focused material and equipment procurement planning to support off-site fabrication
Advanced sourcing methods / Established global supplier partners (SRA)
Global market knowledge / Global purchasing volume
Supply chain / Logistics / Expediting
Quality control / Quality assurance
We offer a flexible approach to fabrication solutions, with a range of fabrication options to fit Clients' specific needs.
Thanks to experienced engineers and technicians and well thought-out logistics processes, we are able to guarantee our clients maximum quality and on-time delivery. These prerequisites enable our group of companies to continue and to increase their efforts to develop further innovative prefabricated element sytems into the future despite keen competition, and to respond with flexibility to all market requirements.Prefab Standard Prefabricated Container House Worker Camp

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.

Prefab Standard Prefabricated Container House Worker Camp
 
Name
 
  Specification
 
Length
 
Single slope, double slope, muti slope
 
Width
 
Single span, double-span, Multi-span
 
Height
 
single floor, double floors
 
Column
 
Q235, Q345 welding H section steel
 
Beam
 
Q235, Q345 welding H section steel
 
Purlin
 
Q235 C channel or Z channel
 
Knee brace
 
Q235 angle steel
 
Vertical and transversal support
 
Q235 angle steel, round bar or steel pipe
 
Tie ba r
 
Q235 steel pipe
 
Brace
 
Q235 round bar
 
Sleeve
 
Q235 steel pipe
 
Cladding system
 
sandwich panels (EPS, PU, Fiber glass wool etc.) or can use corrugated steel sheet 
with fiber glass wool insulation and steel wire gauze.

 
Pa r tition wall
 
sandwich panels (EPS, PU, Fiber glass wool etc.)
 
Second floor
 
floor deck
 
Second floor office
 
fiber cement board floor panel or checkered steel plate
 
Stair:
 
Q235 steel structure with checkered steel plate
 
Ventilation:
 
ventilator
 
Door
 
sandwich panel sliding door or roller door
 
Windows
 
PVC or Aluminum
 
Water
 
Provided plan, design and technical service.
 
Electricity
 
Provided plan, design and technical service.
 
Gutter
 
stainless steel or color steel sheet
 
Rainspout:
 
PVC
 
Live load on roof
 
In 120kg/Sqm (Color steel panel surrounded)
 
Wind resistance grade
 
12
 
Earthquake-resistance
 
8degree
 
 
II.Container/Modular/PortableMobile House
 
ISO standard dimensions of 20 feet KXD and STANDARD containers - optionally 10 up to 30 feet
lenght = 6.058 mm (optionally 3.048 - 9.100 mm)
width = 2.438 mm (optionally 3.000 mm)
exterior height = 2.591 mm (optionally 2.791 mm or 3100 mm)
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
option: on customer wish in RAL color
option: painted on customer wish in RAL color
 
container floor
 
without forklift pockets
option: with forklift pockets for containers up to 7.335 mm
holes distance 1.506mm
 
container roof construction
 
50 mm poliurethane panel, externally microcorrugated RAL 9002
internally smooth RAL 9010 (white)
option: 60 mm mineral wool, bothside plastificated in RAL 9002
option: 60 mm mineral wool, bothside plastificated in RAL 9002, internally enriched chipboard 100 WHITE010 (white)
option: 80 mm poliurethane panel, bothside plasticated steel plate RAL 9010 (white)
option: 100 mm poliurethane panel, bothside plasticated steel plate RAL 9010 (white)
option: 100 mm mineral wool, bothside plasticated steel plate RAL 9010 (white)
option: 120 mm mineral wool, bothside 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
option: windows without shutters
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 container modules
They are assembled in our own factory production .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.




Our steel structure building is flexible layout, low foundation cost and can be designed as buyer's requirement.
 
Offer request
Type of Building 
 
Please state type of building, ie: workshop, warehouse, hall, hangar, farm, roof structure or other construction
Dimension a(width) b(length) h1(wall height) h2(total height)

 

 

 

 
Construction Site
 
Roofing and Walls (1)sandwich panel    
(2)profile steel sheets     
(3)steel sheet+glasswool blanket       
(4) no walls-only roof with structures
Contact Name
 
Company Name
 
Phone Number
 
Email
 
Additional info
 
Send us sketches, drawings or the project, if you have
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
 
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
Prefab Standard Prefabricated Container House Worker Camp
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
Prefab Standard Prefabricated Container House Worker Camp3)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.
Prefab Standard Prefabricated Container House Worker CampPrefab Standard Prefabricated Container House Worker Camp3.3.2 Box column(groove on itself).See illustration 5

Prefab Standard Prefabricated Container House Worker Camp4. Welding groove form
4.1. Mark on form and size of welding joint groove:
Prefab Standard Prefabricated Container House Worker CampExample: 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)

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