Low Cost Single Span Steel Frame Structure Building Bodega Factory
Basic Information
| Model NO. |
KXD-SSB54 |
| Color Reference |
Ral |
| Member of Engineering Team |
20 |
| Quality Control |
Daily |
| Life Cycle |
50 Years |
| Construction Period |
60 Days |
| Customer Service |
Aftersale Service |
| Porject Management |
Turnkey Solution |
| Engineering Tools |
Autocad |
| Type |
H-Section Steel |
| Standard |
GB |
| Forming |
Hot-Rolled Steel |
| Carbon Structural Steel |
Q235 |
| Residential Wall Structure |
Wall Support |
| Warranty |
30 Year Limited Warranty |
| Transport Package |
Seaworthy Package |
| Specification |
SGS / ISO/ BV |
| Trademark |
KXD, Low-alloy High-tensile Structural Steel |
| Origin |
China |
| HS Code |
9406900090 |
| Production Capacity |
5000ton/Month |
Product Overview
Pre-engineered Structural Steel Industrial Real Estate Building Construction
What is Pre-Engineered Steel Building?
Pre-engineered steel buildings are steel structures built over a structural concept of primary members, secondary members, roof and wall sheeting connected to each other and various other building components.
These buildings can be provided with different structural and non-structural additions such as skylights, wall lights, turbo vents, ridge ventilators, louvers, roof monitors, doors & windows, trusses, mezzanine floors, fascias, canopies, crane systems, insulation etc., based on customer requirements. All steel buildings are custom designed to be lighter in weight and high in strength.
Model of Pre-Engineered Steel Buildings
Applications of Pre-Engineered Steel Buildings
Pre-Engineered Buildings are the most flexible solutions for contractors and owners. With advantages of low cost, high durability, perfect quality control and fast erection; PEBs are used for various applications:
Industrial: Factories, Workshop, Warehouses, Cold Storages, Steel Mills, Assembly Plant
Commercial: Showrooms, Supermarkets, Offices, Shopping Centers, Exhibition Halls, Restaurants, Logistic Centers, Multi-purpose Buildings
Public: Schools, Hospitals, Conference Halls, Laboratories, Museums, Stadiums
Others: Farms, Utility Shelters, Pump Stations, Aircraft Hangars, Airport Terminals
Why Choose Pre-Engineered Steel Buildings?
1. Cost Savings
Price per square meter can be 25%-30% lower than conventional steel buildings. Site erection cost is low because of faster erection times and easier erection process.
2. Quick Erection
All steel components are fabricated at the factory and linked by bolts at the site. So the erection process is fast, step by step, easy to install and requires simple equipment. 60% less construction time required compared with traditional R.C.C (reinforced concrete) building.
3. Flexibility
Pre-engineered steel buildings are flexible in any requirement of design, easy to expand in the future and also economically with low transportation costs.
4. Energy Efficiency
Nowadays, pre-engineered buildings are the green solution for the environment with CO2 reduction, energy efficiency, and recyclability.
Components of Pre-Engineered Steel Building
Pre-engineered metal buildings consist of following components:
- Primary Members / Main Frames
- Secondary Members / Cold Formed Members
- Roof & Wall Panels
- Accessories, Buyouts, Crane System, Mezzanine System, Insulation, etc.
- Sandwich Panels
Primary Members / Main Frames
Primary members are the main load carrying and support members of a pre-engineered building. The main frame members include columns, rafters and other supporting members. The shape and size of these members vary based on the application and requirements.
Secondary Members / Cold Formed Members
Secondary structural framing refers to purlins, girts, eave struts, wind bracing, flange bracing, base angles, clips and other miscellaneous structural parts.
Purlins, girts and eave struts are cold formed steel members which have a minimum yield strength of 345 MPa (50,000 psi) and will conform to the physical specifications of GB/ISO/CE or equivalent.
Roof & Wall Sheets/Panels
Standard steel panels are 0.3, 0.4, 0.5 mm or 0.6 mm thick and have a minimum yield strength of 345 MPa. Steel panels are hot dipped and galvanized with zinc or zinc-aluminium coating. The base material is pretreated, before applying a corrosion resistant primer and top coat. The combined thickness of the painted film is 25 microns on the front side and 12 microns on the reverse side.
Other Building Accessories
Other building accessories include anchor bolts, fasteners (bolts, nuts, turnbuckle, expansion bolts), gutters, downspouts, doors, windows, ventilators, skylight panels, louvers and all other building-related materials.
Manufacturing Process
The purpose of method statement is to describe the guidelines and methodology followed by our company during the fabrication, blasting, painting and supply of pre-engineered structure for any steel building project.
A: Material Receiving Procedure
- Verify the receiving documents and quantity of the received material by stores
- Submit the load for QC inspection by stores
- QC performs visual inspection to confirm surface condition and check for damages
- QC performs dimensional inspection if material passes visual inspection
- Verify supporting documents like MTC to ensure heat number matching
- QC prepares Incoming Material Inspection Report
B: Preparation of Material
Design and Development department makes project drawings. Production department prepares items as per drawings:
Preparation of Plates:
Drawings transferred to storage device using expert software
Drawings copied into plate processing machine
Automated machine processes plates according to NC files
Punching of part mark, drilling, and plasma cutting performed
Preparation of Beams/Tubes:
Fabrication drawings prepared by design department
Automated cutting and drilling machine processes components
Job transferred to fit-up section after completion
C: Fit-up
Fabrication drawings issued to production supervisor for execution. Prepared beams and connection items collected for fit-up. End plates, gusset plates, stiffeners, purlin cleats, stay angle cleats fixed in appropriate places by tack welding.
D: Welding & Grinding
Procedure - Submerged Arc Welding:
Plan jobs to be welded
Clean welding locations free of dust, oil, grease
Set wire feed and voltage for welding
Maintain fillet size parameters per GB50661-2011 standard
Remove spatters and slag after welding
Grind off burrs, sharp edges and excessive reinforcements
Offer to QC for inspection
Procedure - MIG Welding:
Plan jobs to be welded
Clean welding locations free of dust, oil, grease
Set wire feed and voltage for welding
Maintain fillet size parameters per GB50661-2011 standard
Remove spatters and slag after welding
Grind off burrs, sharp edges and excessive reinforcements
Offer to QC for inspection
E: Blasting
Tool Box Talk performed by Foreman for every task. Working area barricaded with information notices. ID of fabricated steel recorded for traceability.
Handling & Preparation:
Raw material steel sections craned onto "in-feed" rack
Material cleaned with high pressure air to remove dust
Material fed into chamber through conveyor
Automated Blasting:
Six internally mounted wheels rotate at high speed
Steel shot thrown at high velocity onto steel substrate
Structural beams move slowly through chamber
Emerges fully cleaned (Grade - SA 2/2.5)
Personnel wear full PPE with ear protection
F: Painting of Fabricated Material
Application done once per day after blasting work complete. QC inspects blasted surfaces before primer application.
Application Standards:
Air Temperature: 5-40ºC
Substrate Temperature: 23-40ºC
Relative Humidity: 50-85%
Surface must be dry and free from oil, grease, soluble salts
Paint applied by Airless spray. QC checks material conformity, mixing ratio, tip size and method of agitation. Spray applicator takes WFT readings during application.
Painting System Specification:
Primer coat: Per project requirement
Second coat: Per project requirement
Third coat: Per project requirement
Touchup at site - after erection
G: Loading and Shipping
- Receive finished components from Painting department
- Store components properly job-wise in yard
- Arrange trucks from contract signed truck companies
- Start loading after getting clearance
- Keep copies of all documents in Job file
Quality Standard & Control
With 20 year warranty in the steel building industry, our company maintains high quality standards. We have acquired ISO9001 and CE certificates. Strictly follow related standards for design and fabrication:
- GB/T1591-2008/2018
- GB/T11263-2010
- GB/T 2518-2008
- GB/T12754-2006
- GB/T 1228-2006
Fillet Weld Size Quality Control
Purpose: Ensure quality of fillet weld, meeting technical requirements and improving fabrication standardization.
Application Scope: Applies for design, fabrication and inspection of fillet weld size.
Fillet Weld Leg Size Requirements
Minimum Fillet Weld Size: K≥1.5×t (t = thickness of thicker welding member)
Can be reduced by 1mm when using sub-merged arch welding
Increased by 1mm for single side fillet weld of T section
When t≤4mm, minimum fillet weld size equals member thickness
Maximum Fillet Weld Size: K≤1.2t (t = thickness of thinner welding members)
Edge Welding:
When t≤6mm, K≤t
When t>6mm, K≤t-(1~2)mm
Circular/Trench Holes: K≤(1/3)d (d = diameter of circular hole or short diameter of trench hole)
Without Groove: Should not exceed 17mm
CJP Requirement: K≥t/4
For important members (crane beam): K=t/2 and cannot exceed 10mm
Selection of Fillet Weld Size
| Form of Fillet Weld Leg |
K (Fillet Weld Size) Value |
Note |
| Fillet weld without groove |
K=(0.7~1)t and ≤15mm |
For most steel structure buildings |
| Fillet weld without groove |
K=(0.5~0.6)t |
For strengthening ribs and secondary members |
| Fillet weld with groove (CJP and PJP) |
K=t/4 and K≤10mm |
For most steel structure buildings |
| Fillet weld with groove (CJP and PJP) |
K=t/2 and K≤10mm |
Important members (crane beams) |
Minimum Fillet Weld Size Chart
| Parent Metal Thickness (t) (mm) |
Minimum Fillet Weld Size |
| t≤6 |
3 (minimum 5 for crane beam) |
| 6 |
5 |
| 12 |
6 |
| t>20 |
8 |
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
Equipment: Portable CNC Fire-cutting machine (CNCDG-1530)
Application: Steel plate cutting (5-100mm), beveling of edge
Features: Small equipment, easy-to-move, for regular and irregular components
Straight Flame Cutting Machine
Model: DZCG-4000A
Application: Steel plate cutting (5-100mm), Y flange plate, web plate cutting
Capacity: Effective cutting width: 3200mm
CNC Cutting Machine
Model: CNC-4000C
Application: Steel plate cutting (5-100mm), irregular component cutting
Capacity: Effective cutting width: 3200mm
Radial Drilling Machine
Model: Z3050*16/1
Application: Maximum drilling diameter φ50mm
Purpose: Processing of component bolt-connection holes
Puncher Machine
Model: JH21-400
Application: Maximum stamping pressure: 400 ton
Purpose: Plate punching, blanking, bending and shallow stretching
Shearing Machine
Model: Q11Y-25*2500
Application: Cutting width 2500mm, thickness 3-25mm
II. H Section Steel Assembly
Equipment: H section steel assembly machine (Z20B)
Application: H type assembly
Capacity: Flange width 150-800mm, web height 160-2000mm
III. Automatic Welding
Equipment: Gantry-type submerged arc automatic welding machine (LHA5ZB)
Application: Assembly welding of H section steel
Capacity: Maximum cross section up to 800mm×2000mm
IV. H Section Steel Strengthening
Equipment: H section steel strengthening machine (YTJ60B)
Application: Correcting deformation of I beam or H section steel
Capacity: Flange width 200-1000mm, thickness ≤60mm, web height ≥350mm
H Section Flange Strengthening Machine
Model: HYJ-800
Application: Correcting deformation of I beam or H section steel
Capacity: Flange width 160-800mm, thickness ≤40mm, web height ≥160mm
VII. Shot Blasting
Equipment: 10-ramming heads shot blasting machine (QH1525)
Application: Shot blasting of section steels
Capacity: Machine entry size: 1500×2500, up to Sa2.5 Grade
VIII. Painting
Equipment: Airless sprayer (CPQ9CA)
Application: Surface paint of structural members
Capacity: Derived capacity: 56 L/min, Pressure ratio: 32:1