| Customization: | Available |
|---|---|
| Connection Form: | Welded Connection |
| Residential Wall Structure: | Wall Support |
Suppliers with verified business licenses
Audited Supplier Audited by an independent third-party inspection agency
| Items | Specification | |
| Main Steel Frame | Column | Q235, Q345 Welded H Section Steel |
| Beam | Q235, Q345 Welded H Section Steel | |
| Secondary Frame | Purlin | Q235 C and Z purlin |
| Knee brace | Q235 Angle Steel | |
| Tie Rod | Q235 Circular Steel Pipe | |
| Brace | Q235 Round Bar | |
| Vertical and Horizontal Support | Q235 Angle Steel, Round Bar or Steel Pipe | |
| Maintenance system | Roof Panel | EPS Sandwich Panel / Glass Fiber Sandwich Panel / Rock Wool Sandwich Panel / Pu Sandwich Panel /Steel Sheet |
| Wall Panel | Sandwich Panel / Corrugated Steel Sheet | |
| Accessories | Window | Aluminiumn Alloy Window / PVC Window / Sandwich Panel Window |
| Door | Sliding Sandwich Panel Door / Rolling Metal Door / Personal Door | |
| Rainspout | PVC | |
| Live load on Roof | In 120kg/Sqm (Color steel panel surrounded) | |
| Wind Resistance Grade | 12 Grades | |
| Earthquake-resistance | 8 Grades | |
| Structure Usage | Up to 20 years | |
| Finishing Options | Vast array of colors and textures available | |
| Paint Options | Alkyd paiting, two primary painting, two finish painting (gray paint, red paint, white paint, epoxy zinc etc.) Or Galvanized. | |
| MAIN PART | ITEM | SPECIFICATION |
| Main Steel Frame | Steel Beam | Q235/Q345B |
| H shape steel, alkyd/epoxy zinc-rich painting primary painting in twice | ||
| Main Column | Q235/Q345B | |
| H shape steel, alkyd/epoxy zinc-rich painting primary painting in twice | ||
| Wind Column | Q235/Q345B | |
| H shape steel, alkyd/epoxy zinc-rich painting primary painting in twice | ||
| Supporting System | Brace | Q235/Q345B, angle steel or circular steel tube, process and paited |
| Roof Purlin | Q235/Q345B, C or Z shape steel, alkyd painting/hot dip galvanized | |
| Wall Purlin | Q235/Q345B, C or Z shape steel, alkyd painting/hot dip galvanized | |
| Tie Bar | Q235/Q345B, Φ114x3 round steel tube, process and painted | |
| Sag Rod | Q235/Q345B, Φ12 round steel, process and painted | |
| Roof Cladding | Color corrugate steel sheet, EPS sandwich panel, rock wool, PU, glass wool | |
| Wall Claddding | Color corrugate steel sheet, EPS sandwich panel, rock wool, PU, glass wool | |
| Accessories | Bolts | Ordinary, high strength, stud bolts, anchor bolts |
| Butter | 0.5mm galvanized/prepainted steel plate, stainless steel | |
| Windows | Aluminum alloy-glass, aluminum alloy-shutter, PVC | |
| Doors | Sliding sandwich panel/ steel door, rolling shutter door | |
| Floor Deck | #600, #688, #720, T:0.7-1.2mm thick color corrugated steel plate | |
| Down pipes | VC pipe or steel sheet material or aluminum pipe | |
| Roof Ridge | Color steel sheet | |
| Edge Cover | 0.5mm color steel sheet | |
| Skylighting | FRP light transfer belt | |
| Ventilator | Exhaust fan, ventilation louvers | |
| Crane | Crane in 5 tons to 20 tons | |
| Design Parmameters | Building Size | Length(m)*Width(m)*Eave Height(m) |
| Local Weather | Wind load, Snow load, earthquake magnitude | |
| Roof and wall panel | With or without insulation for roof and wall | |
| Bearing | Make the house resisting heavy wind by 120km/h and 8 grade earthquake | |
| Protection | Color steel sandwich panel has a good fire proof and heat insulation performance | |
| Packing | Main steel frame loaded in 40'OT, roof and wall panels loaded in 40'HQ |
Comparison between Pre-Engineered and Conventional Building.
| Properties | Pre-Engineered Steel Building | Conventional Building |
| Structural Weight | Pre-engineered buildings are on the average 30% lighter because of the efficient use of steel.Secondary members are light weight roll formed "Z" or "C" shaped members. | Primary steel members are selected hot rolled "T" sections. Which are, in many segments of the members heavier than what is actually required by design. Secondary members are selected from standard hot rolled sections which are much heavier. |
| Design | Quick and efficient design since PEB's are mainly formed by standard sections and connections design, time is significantly reduced. | Each conventional steel structure is designed from scratch with fewer design aids available to the engineer. |
| Construction Period | Average 6 to 8 weeks | Average 20 to 26 weeks |
| Foundation | Simple design, easy to construct and light weight. | Extensive, heavy foundation required. |
| Erection and Simplicity | Since the connection of compounds is standard the learning curve of erection for each subsequent project is faster. | The connections are normally complicated and differ from project to project resulting tin increasing the time for erection of the buildings. |
| Erection Time and Cost | The erection process is faster and much easier with very less requirement for equipment | Typically, conventional steel buildings are 20% more expensive than PEB in most of the cases, the erection costs and time are not estimated accurately. Erection process is slow and extensive field labour is required. Heavy equipment is also needed. |
| Seismic Reistance | The low weight flexible frames offer higher resistance to seismic forces. | Rigid heavy frames do not perform well in seismic zones. |
| Over all Cost | Price per square meter may be as low as by 30 % than the conventional building. | Higher price per square meter. |
| Architecture | Outstanding architectural design can be achieved at low cost using standard architectural details and interfaces. | Special architectural design and features must be developed for each project which often requires research and thus resulting in higher cost. |
| Future Expansion | Future expansion is very easy and simple. | Future expansion is most tedious and more costly. |
| Safety and Responsibility | Single source of responsibility is there because the entire job is being done by one supplier. | Multiple responsibilities can result in question of who is responsible when the components do not fit in properly, insufficient material is supplied or parts fail to perform particularly at the supplier/contractor interface. |
| Performance | All components have been specified and designed specially to act together as a system for maximum efficiency, precise fir and peak performance in the field. | Components are custom designed for a specific application on a specific job. Design and detailing errors are possible when assembling the diverse components into unique buildings. |
Our excellent design team will design the steel structure building for you. We can quote If you give the following information.
| 1 | Location (where will be built? ) _____country, area |
| 2 | Size: Length*width*height _____mm*_____mm*_____mm |
| 3 | Live load on roof(KN/M2), live load on second floor(KN/M2) if have |
| 4 | Wind load (max. Wind speed) _____kn/m2, _____km/h, _____m/s |
| 5 | Snow load (max. Snow height) _____kn/m2, _____mm |
| 6 | Anti-earthquake _____level |
| 7 | Brickwall needed or not If yes, 1.2m high or 1.5m high |
| 8 | Thermal insulation If yes, EPS, fiberglass wool, rockwool, PU sandwich panels, Corrugated steel sheet with fiber glass wool will be suggested; If not, the Corrugated steel sheet will be ok. The cost of the latter will be much lower than that of the former. |
| 9 | Door quantity & size _____units, _____(width)mm*_____(height)mm |
| 10 | Window quanity & size _____units, _____(width)mm*_____(height)mm |
| 11 | Crane needed or not If yes, _____units, max. Lifting weight____tons; Max. Lifting height _____m |
| 12 | Skylight belt, ventilator and any other accessories if needed. |
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