- Industrial buildings
- Warehouse buildings
- Logistics buildings
- Buildings for agriculture
- Sports buildings
- Trade pavilions
Truss type frame
Purlin system made of galvanized Z and C-shaped profiles
Crane structures for support cranes with lifting capacity up to 20 tons
Parameter | Value | Notes |
---|---|---|
Snow load, kg/m² | 80–320 | (for snow regions I–V) |
Wind load, kg/sqm | 17–38 | (for wind regions I–III) |
Seismic load, points | until 6 | |
Additional load on the roof, kg/m2 | 20 | |
Filling thickness, mm | 80; 100; 120; 150; 180; 200; 250 | for wall sandwich panels with mineral wool insulation |
Filling thickness, mm | 100; 120; 150; 180; 200; 250 | for roofing sandwich panels with mineral wool insulation |
Filling thickness, mm | 140; 160; 180; 200; 240 | for soft (membrane) roofing |
Number of storeys | one-story | height up to 15 m |
Service life, years | up to 50 | |
Fire resistance limit, min | EI45–EI180 | for wall sandwich panels with mineral wool insulation |
Thermal resistance, m² · °С/W | 1,9–5,95 | for wall sandwich panels with mineral wool insulation |
Fire resistance limit, min | RE30—R45/E60 | for roofing sandwich panels with mineral wool insulation |
Thermal resistance, m² · °С/W | 2,27–5,68 | for roofing sandwich panels with mineral wool insulation |
Fire resistance limit, min | RE15 | for soft (membrane) roofing |
1. Buildings and structures based on a metal frame must be systematically maintained in order to prevent the destructive effects of atmospheric, climatic and man-made factors.
2. It is necessary to timely carry out a set of operations to maintain the serviceability and serviceability of buildings, their individual parts and structural elements.
3. During the operation, maintenance, technological re-equipment and repair of a building or structure based on a metal frame, it is prohibited to change their design solutions, to carry out work to strengthen building structures without a design or agreement with a design organization or other specialized organization.
4. It is prohibited to make changes that affect the load-bearing capacity of structures without agreement with the design organization.
5. It is necessary to comply with the operating conditions of individual building components: external steel doors, gates, plastic windows. When operating, follow the manufacturer's instructions.
6. It is necessary to carry out regular maintenance of the roof of the building: clear snow from the roof, clean gutters, drain funnels and drainpipes.
7. To prevent icing of the drainage system, it is recommended to install heating cables in gutters and pipes.
8. During periods of heavy snowfall, regularly check the amount of snow on the roof. If the weight of snow cover on the roof exceeds the values given in the regulatory documents of the Russian Federation, immediately clear the roof of snow.
. Buildings can be operated at temperatures from -55 to +55 °C.
10. When operating buildings, it is necessary to comply with fire safety rules.
Packing in cardboard | Packaging features |
---|---|
Description | Piece long elements are packaged at the factory according to standard sizes with appropriate markings. |
Packing in bubble wrap | Packaging features |
---|---|
Description | Designed to avoid damage to building structural elements. |
Packing in wood | Packaging features |
---|---|
Description | Designed for frame elements when loading onto vehicles. |
Packing in container | Packaging features |
---|---|
Description | Provided for transportation of structures by rail or water transport. |
Packing in cardboard box | Packaging features |
---|---|
Description | Hardware is packaged at the factory according to standard sizes with appropriate box markings. |
Packing in stretch film | Packaging features |
---|---|
Description | The front surface of the strips is covered to prevent damage to the paintwork. |
1. The frame of the building is designed in the form of a load-bearing single-span or multi-span steel frame made of tubular cross-section rafter/sub-rafter trusses. Rafter trusses are designed from pipes of rectangular and square sections supported on the upper chord. The support of the trusses on the columns is hinged. Welded rafter beams are installed at the ends of the building, supported by end posts. The rigidity of the end walls is ensured by a system of vertical braces and struts.
2. The roof and wall purlins are made according to a split pattern from bent galvanized C-shaped profiles. The density of the zinc coating is 275 g/m². The pitch of the roof purlins is determined during the design process.
3. The stability and geometric immutability of the building is ensured:
- in the transverse direction - by the own rigidity of the columns clamped into the foundation,
- in the longitudinal direction - by a system of vertical connections and struts.
The rigidity of the coating is ensured by a system of horizontal connections and struts.
Horizontal and vertical connections along the frame and half-timbering are made of flexible round steel with pre-tensioning or from rolled profiles without pre-tensioning.
4. All factory connections are welded. Mounting connections with regular bolts and high-strength bolts.
5. Frame coating: primer-enamel red-brown (RAL 8012) or light gray (RAL 7035) in two layers. The total thickness of the coating is 80 microns.
2. Guarantee of the quality of coating of enclosing structures— 3 years.
Truss type frame
Purlin system made of galvanized Z and C-shaped profiles
Crane structures for support cranes with lifting capacity up to 20 tons
Parameter | Value | Notes |
---|---|---|
Snow load, kg/m² | 80–320 | (for snow regions I–V) |
Wind load, kg/sqm | 17–38 | (for wind regions I–III) |
Seismic load, points | until 6 | |
Additional load on the roof, kg/m2 | 20 | |
Filling thickness, mm | 80; 100; 120; 150; 180; 200; 250 | for wall sandwich panels with mineral wool insulation |
Filling thickness, mm | 100; 120; 150; 180; 200; 250 | for roofing sandwich panels with mineral wool insulation |
Filling thickness, mm | 140; 160; 180; 200; 240 | for soft (membrane) roofing |
Number of storeys | one-story | height up to 15 m |
Service life, years | up to 50 | |
Fire resistance limit, min | EI45–EI180 | for wall sandwich panels with mineral wool insulation |
Thermal resistance, m² · °С/W | 1,9–5,95 | for wall sandwich panels with mineral wool insulation |
Fire resistance limit, min | RE30—R45/E60 | for roofing sandwich panels with mineral wool insulation |
Thermal resistance, m² · °С/W | 2,27–5,68 | for roofing sandwich panels with mineral wool insulation |
Fire resistance limit, min | RE15 | for soft (membrane) roofing |
1. Buildings and structures based on a metal frame must be systematically maintained in order to prevent the destructive effects of atmospheric, climatic and man-made factors.
2. It is necessary to timely carry out a set of operations to maintain the serviceability and serviceability of buildings, their individual parts and structural elements.
3. During the operation, maintenance, technological re-equipment and repair of a building or structure based on a metal frame, it is prohibited to change their design solutions, to carry out work to strengthen building structures without a design or agreement with a design organization or other specialized organization.
4. It is prohibited to make changes that affect the load-bearing capacity of structures without agreement with the design organization.
5. It is necessary to comply with the operating conditions of individual building components: external steel doors, gates, plastic windows. When operating, follow the manufacturer's instructions.
6. It is necessary to carry out regular maintenance of the roof of the building: clear snow from the roof, clean gutters, drain funnels and drainpipes.
7. To prevent icing of the drainage system, it is recommended to install heating cables in gutters and pipes.
8. During periods of heavy snowfall, regularly check the amount of snow on the roof. If the weight of snow cover on the roof exceeds the values given in the regulatory documents of the Russian Federation, immediately clear the roof of snow.
. Buildings can be operated at temperatures from -55 to +55 °C.
10. When operating buildings, it is necessary to comply with fire safety rules.
Packing in cardboard | Packaging features |
---|---|
Description | Piece long elements are packaged at the factory according to standard sizes with appropriate markings. |
Packing in bubble wrap | Packaging features |
---|---|
Description | Designed to avoid damage to building structural elements. |
Packing in wood | Packaging features |
---|---|
Description | Designed for frame elements when loading onto vehicles. |
Packing in container | Packaging features |
---|---|
Description | Provided for transportation of structures by rail or water transport. |
Packing in cardboard box | Packaging features |
---|---|
Description | Hardware is packaged at the factory according to standard sizes with appropriate box markings. |
Packing in stretch film | Packaging features |
---|---|
Description | The front surface of the strips is covered to prevent damage to the paintwork. |
1. The frame of the building is designed in the form of a load-bearing single-span or multi-span steel frame made of tubular cross-section rafter/sub-rafter trusses. Rafter trusses are designed from pipes of rectangular and square sections supported on the upper chord. The support of the trusses on the columns is hinged. Welded rafter beams are installed at the ends of the building, supported by end posts. The rigidity of the end walls is ensured by a system of vertical braces and struts.
2. The roof and wall purlins are made according to a split pattern from bent galvanized C-shaped profiles. The density of the zinc coating is 275 g/m². The pitch of the roof purlins is determined during the design process.
3. The stability and geometric immutability of the building is ensured:
- in the transverse direction - by the own rigidity of the columns clamped into the foundation,
- in the longitudinal direction - by a system of vertical connections and struts.
The rigidity of the coating is ensured by a system of horizontal connections and struts.
Horizontal and vertical connections along the frame and half-timbering are made of flexible round steel with pre-tensioning or from rolled profiles without pre-tensioning.
4. All factory connections are welded. Mounting connections with regular bolts and high-strength bolts.
5. Frame coating: primer-enamel red-brown (RAL 8012) or light gray (RAL 7035) in two layers. The total thickness of the coating is 80 microns.
2. Guarantee of the quality of coating of enclosing structures— 3 years.