| MOQ: | 1 PCS/20 Tons |
| Price: | $1300-3000 |
| Standard Packaging: | Customized based on project |
| Delivery Period: | 30-60 Days |
| Payment Method: | L/C,D/A,D/P,T/T |
| Supply Capacity: | 15000 Tons |
A steel structure factory building is a single-storey industrial building whose steel frame, columns, rafters, bracing and purlins carry the roof, the walls and everything hung from them. What separates a factory building from a warehouse is the brief behind it: here the production line sets the bay spacing, the machines set the floor and roof loads, and the process itself decides the ventilation, the service routes and the height under the crane.
We start from your line layout and the machine footprint rather than from a standard span. Column positions are placed so that material moves through the building in a straight line and no column lands where a conveyor, a die or a fork truck has to pass. Where the process cannot avoid a column, the frame carries the load at the bay spacing the process needs and the section depth is increased, instead of putting a column in the middle of the floor. Buildings are normally detailed so that they can be extended in one defined direction later, with the end frame and the bracing set out for it from the start.
Main frames are welded H-section columns and rafters, braced between frames with vertical and horizontal bracing. The building can be single-span or multi-span; where the process needs a wider floor without columns, the span is increased and the section depth with it. Purlins and wall girts are cold-formed C or Z sections. Site connections are bolted with high-strength bolts, and the main frame needs no site welding. Frames are supplied in Q235B or Q355B, or in the equivalent grade of the standard your project follows.
Most of the load on a factory building comes from the process, not from the weather: roof live load, snow and wind at the site, the weight of roof-mounted equipment and ductwork, and the crane where the building has one. Machine bases and floor loads are set by the equipment supplier; we issue the reactions and the anchor layout so that your engineer can design the foundation and the slab. Sizing the frame to the loads you actually have costs less steel than a blanket allowance. Heat and fume extraction, skylight panels, a mezzanine for offices or stores, and the routes for power, compressed air and dust extraction are all set out on the drawing before fabrication starts.
Components are fabricated to the drawing, marked, and packed by member type so that they come out of the container in the order they go up. Main frames load in 40 ft open-top or flat-rack containers; panels are film-wrapped and bundled; bolts, plates and fixings are boxed and listed. Erection drawings, a component list and an assembly sequence come with the order. Where you want our crew or a supervising engineer on site, we provide one; the foundation, the floor slab, the site utilities and the local labour stay in client scope.
Send the building length, span and eave height; the production layout and any fixed machine positions; crane capacity and lift height if there is one; roof-mounted equipment and mezzanine loads; wind, snow and seismic data for the site; roof and wall cladding preference; door and window sizes and positions; the steel standard and grade your project follows; and the delivery point. You get a layout drawing and a price back. Design is free, and the layout is agreed in writing before anything is fabricated.
| Item | Specification |
|---|---|
| Building use | Production building: manufacturing, assembly or processing |
| Storeys | Single storey as standard; mezzanine or office floor on request |
| Span | Single or multi-span, set by the production layout |
| Frame spacing (bay) | Set by the line and the machine positions, typically 6 to 9 m |
| Eave height and clear height | Per equipment height, crane rail level and lift height |
| Crane | Overhead travelling or gantry; capacity, span and wheel load per project |
| Roof-mounted load | Equipment, ductwork and services allowed for in the frame design |
| Floor and foundation | Slab and machine bases by client; reactions and anchor layout issued by us |
| Main frame | Welded H-section columns and rafters, bolted site connections |
| Bracing | Vertical and horizontal bracing between frames |
| Purlins and girts | Cold-formed C or Z sections |
| Roof and wall cladding | Single steel sheet, or sandwich panel (EPS, glass wool, rock wool, PU) |
| Steel grade | Q235B / Q355B, or the equivalent grade to the project standard |
| Surface treatment | Shot blasting Sa 2.5 followed by an epoxy primer system |
| Doors and windows | Rolling, sliding and personnel doors; aluminium or PVC windows |
| Ventilation | Roof vents, skylight panels, mechanical extraction where the process needs it |
| Services | Openings and supports for power, compressed air, dust and fume extraction |
| Design codes | GB 50017 / EN 1993-1-1 / AISC 360, as the project specifies |
| Drawings supplied | Layout, foundation plan, anchor bolt layout, erection drawings, component list |
| Packing | Steel pallets and bundles; panels film-wrapped; fixings boxed and listed |
| Place of origin | Chengdu, Sichuan, China |
| HS code | 7308900000 |
The structure suits both, but this page is written for production buildings, where the layout, the loads and the services come from the process. If you are storing goods rather than making them, our warehouse pages cover racking loads, floor flatness and dock design, which a production building does not need.
Yes. Send the line layout and the machine footprint and we set the bay spacing around them. Where a column would sit in the workflow we increase the span instead. The difference shows up in the steel weight, and it is usually smaller than the cost of working around a column for the life of the building.
Overhead travelling cranes and gantry systems are both possible. We need the crane capacity, the span, the lift height, the rail level and the maximum wheel load; the crane beam and its corbel are then designed with the frame rather than added afterwards.
The order ships with erection drawings, a component list and an assembly sequence, and we can send a supervising engineer or an erection crew if you want one. Foundation, floor slab, site utilities and local labour are client scope. Where our people travel, their air tickets, accommodation and local costs are covered by the buyer.
GB, EN, ASTM and AS/NZS. Common grades are Q235B and Q355B in GB, S235JR and S355JR in EN, and A36 and A572 Grade 50 in ASTM. Tell us which standard your engineer works to and the frame is detailed to it.