Catalog
Catalog

Frame buildings of truss type with a flat roof

The scope of application of standard truss-type buildings includes all niches of the market for prefabricated structures: warehouses, hangars, production workshops, exhibition and trade pavilions, sports and other infrastructure facilities.
Application:
  • Industrial buildings
  • Warehouse buildings
  • Logistics buildings
  • Buildings for agriculture
  • Sports buildings
  • Trade pavilions
Advantages
This is ensured by the use of elements of maximum unification and high factory readiness.
The wide range of DoorHan products allows you to equip any construction site with all the necessary equipment (gates, technical and refrigeration doors, loading equipment, stained glass structures, etc.)
The lattice structure of the trusses allows you to lay utility networks in the body of the structure, which makes it possible to compactly and quickly carry out all the necessary communications without taking up additional space.
The lattice structure of the building's truss structures makes it possible to optimize the amount of metal used in construction.
The connection scheme of columns and trusses allows the use of such a structure in buildings up to the II degree of fire resistance without additional protection of metal structural trusses. Only metal columns of the frame are subject to fire protection.
Thanks to the design scheme and the low weight of the building frame, the consumption of materials for foundations is minimized.
This is ensured by the use of elements of maximum unification and high factory readiness.
The wide range of DoorHan products allows you to equip any construction site with all the necessary equipment (gates, technical and refrigeration doors, loading equipment, stained glass structures, etc.)
The lattice structure of the trusses allows you to lay utility networks in the body of the structure, which makes it possible to compactly and quickly carry out all the necessary communications without taking up additional space.
The lattice structure of the building's truss structures makes it possible to optimize the amount of metal used in construction.
The connection scheme of columns and trusses allows the use of such a structure in buildings up to the II degree of fire resistance without additional protection of metal structural trusses. Only metal columns of the frame are subject to fire protection.
Thanks to the design scheme and the low weight of the building frame, the consumption of materials for foundations is minimized.
Design
BUILDING ENVELOPE
PROFILE VIEW OF SANDWICH PANELS
VIEW OF SANDWICH PANELS LOCK
Wall sandwich panels
Wall sandwich panels
Roof sandwich panels
Roof sandwich panels
Wall profiled sheet (C21)
Wall profiled sheet (C21)
Roofing profiled sheet (C44)
Roofing profiled sheet (C44)
Soft (membrane) roofing
Soft (membrane) roofing
Smooth (G)
Smooth (G)
Trapezoid (T)
Trapezoid (T)
Wave (B)
Wave (B)
Z-lock
Z-lock
Roof lock
Roof lock
Equipment
Standard
Optional
Truss made of rolled square sections

Truss made of rolled square sections

Anchor bolts (groups)

Anchor bolts (groups)

Bolts for connecting frame elements

Bolts for connecting frame elements

Wall and roof purlins

Wall and roof purlins

Crane beam

Crane beam

Walling

Walling

Parapet

Parapet

Additional elements, flashings

Additional elements, flashings

Window

Window

Sectional industrial doors <br>Clear opening dimensions (W x H, mm): <br>- wall cladding with sandwich panels - 2 600 x 4 120; 2 800 x 3 380; 2 800 x 4 420; 4 000 x 4 200; 4 000 x 4 520; 4 000 x 4 940 - wall covering with corrugated sheets - 2 720 x 4 180; 2 920 x 3 440; 2 920 x 4 480; 4 120 x 4 260; 4 120 x 4 580; 4 120 x 5 000

Sectional industrial doors
Clear opening dimensions (W x H, mm):
- wall cladding with sandwich panels - 2 600 x 4 120; 2 800 x 3 380; 2 800 x 4 420; 4 000 x 4 200; 4 000 x 4 520; 4 000 x 4 940 - wall covering with corrugated sheets - 2 720 x 4 180; 2 920 x 3 440; 2 920 x 4 480; 4 120 x 4 260; 4 120 x 4 580; 4 120 x 5 000

Technical doors <br>Clear opening dimensions (W x H, mm): <br>- wall cladding with sandwich panels - 1 030 x 2 080; 1 200 x 2 080; 1 400 x 2 080; 1 600 x 2 080; <br>- wall cladding with corrugated sheets - 980 x 2 050; 1 150 x 2 050; 1 350 x 2 050; 1 550 x 2 050

Technical doors
Clear opening dimensions (W x H, mm):
- wall cladding with sandwich panels - 1 030 x 2 080; 1 200 x 2 080; 1 400 x 2 080; 1 600 x 2 080;
- wall cladding with corrugated sheets - 980 x 2 050; 1 150 x 2 050; 1 350 x 2 050; 1 550 x 2 050

Swing gates <br>Clear opening dimensions (W x H, mm): <br>- wall cladding with sandwich panels - 2 600 x 4 120; 2 800 x 3 380; 2 800 x 4 420; 4 000 x 4 200; 4 000 x 4 520; 4 000 x 4 940 - wall covering with corrugated sheets - 2 720 x 4 180; 2 920 x 3 440; 2 920 x 4 480; 4 120 x 4 260; 4 120 x 4 580; 4 120 x 5 000

Swing gates
Clear opening dimensions (W x H, mm):
- wall cladding with sandwich panels - 2 600 x 4 120; 2 800 x 3 380; 2 800 x 4 420; 4 000 x 4 200; 4 000 x 4 520; 4 000 x 4 940 - wall covering with corrugated sheets - 2 720 x 4 180; 2 920 x 3 440; 2 920 x 4 480; 4 120 x 4 260; 4 120 x 4 580; 4 120 x 5 000

Snow guards

Snow guards

Roofing lights

Roofing lights

Firefighter vertical ladders

Firefighter vertical ladders

Internal drain

Internal drain

Individual color according to RAL

Individual color according to RAL

External drain

External drain

Roof railings

Roof railings

Administrative and technical buildings from modular systems

Administrative and technical buildings from modular systems

Gate systems (spiral, roller shutter)

Gate systems (spiral, roller shutter)

Aluminum systems (stained glass systems)

Aluminum systems (stained glass systems)

Handling equipment (pressurizers, leveling platforms, lifting tables)

Handling equipment (pressurizers, leveling platforms, lifting tables)

Street fencing systems

Street fencing systems

Fire staircases

Fire staircases

Leaf catchers

Leaf catchers

Heating cables for drainage systems

Heating cables for drainage systems

Technical description
Size Table
Construction
Standard Construction
Specifications
Operating Conditions
Packaging
Parameters
Value
Length, mm
without limitation
Width, mm
18,000–36,000 (in 6,000 mm increments)
Step between frames, m
6
Height to the bottom of the supporting beam, m
6.0–12.0 (in 1.2 m increments)
Roof slope, %
2
Number of spans, pcs
up to 5
  1. Roof truss
  2. Column
  3. Rack end frame
  4. End frame beam
  5. Vertical communication
  6. Horizontal communication
  7. Crane beam
  8. Spacers along the lower chord of the truss
  9. Spacers along the upper chord of the truss

Truss type frame

Truss type frame

Purlin system made of galvanized Z and C-shaped profiles

Purlin system made of galvanized Z and C-shaped profiles

Crane structures for support cranes with lifting capacity up to 20 tons

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.
Additional Information print

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.

Installation
Mounting Options
Checking Dimensional Details
Element-by-element installation
Element-by-element installation
Installation in enlarged blocks
Installation in enlarged blocks
  1. Prepare storage areas for elements of a complete building.
  2. Provide the construction site with the machinery and equipment necessary to carry out the installation of a complete building.
  3. Perform the necessary zero cycle work.
  4. Extend the building axes to the terrain.
  5. Pour the foundations under the supporting frame and install the anchor bolts in the design position.
  6. Carry out a geodetic survey of the top of the foundations and determine possible deviations in the position of the anchor bolts from the design one.
  7. The results of geodetic survey should be formalized properly.
  8. If there are deviations in the position of the anchor bolts from the design, send information to the design department of the DoorHan concern to make a decision on the subsequent installation of structures.
  9. Foundations must be designed in such a way as to absorb all the necessary loads from the load-bearing and enclosing structures of a complete building.
    Deviations of the position of the axes of the object under construction from the design ones are not allowed.
    Deviations of the position of anchor bolts from the design are allowed no more than 3 mm.
    When carrying out installation work, it is necessary to comply with safety requirements.
Warranty print

2. Guarantee of the quality of coating of enclosing structures— 3 years.

Design
BUILDING ENVELOPE
Wall sandwich panels
Wall sandwich panels
Roof sandwich panels
Roof sandwich panels
Wall profiled sheet (C21)
Wall profiled sheet (C21)
Roofing profiled sheet (C44)
Roofing profiled sheet (C44)
Soft (membrane) roofing
Soft (membrane) roofing
PROFILE VIEW OF SANDWICH PANELS
Smooth (G)
Smooth (G)
Trapezoid (T)
Trapezoid (T)
Wave (B)
Wave (B)
VIEW OF SANDWICH PANELS LOCK
Z-lock
Z-lock
Roof lock
Roof lock
Equipment
Standard
Truss made of rolled square sections

Truss made of rolled square sections

Anchor bolts (groups)

Anchor bolts (groups)

Bolts for connecting frame elements

Bolts for connecting frame elements

Wall and roof purlins

Wall and roof purlins

Crane beam

Crane beam

Walling

Walling

Parapet

Parapet

Additional elements, flashings

Additional elements, flashings

Window

Window

Sectional industrial doors <br>Clear opening dimensions (W x H, mm): <br>- wall cladding with sandwich panels - 2 600 x 4 120; 2 800 x 3 380; 2 800 x 4 420; 4 000 x 4 200; 4 000 x 4 520; 4 000 x 4 940 - wall covering with corrugated sheets - 2 720 x 4 180; 2 920 x 3 440; 2 920 x 4 480; 4 120 x 4 260; 4 120 x 4 580; 4 120 x 5 000

Sectional industrial doors
Clear opening dimensions (W x H, mm):
- wall cladding with sandwich panels - 2 600 x 4 120; 2 800 x 3 380; 2 800 x 4 420; 4 000 x 4 200; 4 000 x 4 520; 4 000 x 4 940 - wall covering with corrugated sheets - 2 720 x 4 180; 2 920 x 3 440; 2 920 x 4 480; 4 120 x 4 260; 4 120 x 4 580; 4 120 x 5 000

Technical doors <br>Clear opening dimensions (W x H, mm): <br>- wall cladding with sandwich panels - 1 030 x 2 080; 1 200 x 2 080; 1 400 x 2 080; 1 600 x 2 080; <br>- wall cladding with corrugated sheets - 980 x 2 050; 1 150 x 2 050; 1 350 x 2 050; 1 550 x 2 050

Technical doors
Clear opening dimensions (W x H, mm):
- wall cladding with sandwich panels - 1 030 x 2 080; 1 200 x 2 080; 1 400 x 2 080; 1 600 x 2 080;
- wall cladding with corrugated sheets - 980 x 2 050; 1 150 x 2 050; 1 350 x 2 050; 1 550 x 2 050

Swing gates <br>Clear opening dimensions (W x H, mm): <br>- wall cladding with sandwich panels - 2 600 x 4 120; 2 800 x 3 380; 2 800 x 4 420; 4 000 x 4 200; 4 000 x 4 520; 4 000 x 4 940 - wall covering with corrugated sheets - 2 720 x 4 180; 2 920 x 3 440; 2 920 x 4 480; 4 120 x 4 260; 4 120 x 4 580; 4 120 x 5 000

Swing gates
Clear opening dimensions (W x H, mm):
- wall cladding with sandwich panels - 2 600 x 4 120; 2 800 x 3 380; 2 800 x 4 420; 4 000 x 4 200; 4 000 x 4 520; 4 000 x 4 940 - wall covering with corrugated sheets - 2 720 x 4 180; 2 920 x 3 440; 2 920 x 4 480; 4 120 x 4 260; 4 120 x 4 580; 4 120 x 5 000

Snow guards

Snow guards

Roofing lights

Roofing lights

Firefighter vertical ladders

Firefighter vertical ladders

Internal drain

Internal drain

Optional
Individual color according to RAL

Individual color according to RAL

External drain

External drain

Roof railings

Roof railings

Administrative and technical buildings from modular systems

Administrative and technical buildings from modular systems

Gate systems (spiral, roller shutter)

Gate systems (spiral, roller shutter)

Aluminum systems (stained glass systems)

Aluminum systems (stained glass systems)

Handling equipment (pressurizers, leveling platforms, lifting tables)

Handling equipment (pressurizers, leveling platforms, lifting tables)

Street fencing systems

Street fencing systems

Fire staircases

Fire staircases

Leaf catchers

Leaf catchers

Heating cables for drainage systems

Heating cables for drainage systems

Technical description
Size Table
Parameters
Value
Length, mm
without limitation
Width, mm
18,000–36,000 (in 6,000 mm increments)
Step between frames, m
6
Height to the bottom of the supporting beam, m
6.0–12.0 (in 1.2 m increments)
Roof slope, %
2
Number of spans, pcs
up to 5
Construction
  1. Roof truss
  2. Column
  3. Rack end frame
  4. End frame beam
  5. Vertical communication
  6. Horizontal communication
  7. Crane beam
  8. Spacers along the lower chord of the truss
  9. Spacers along the upper chord of the truss
Standard Construction

Truss type frame

Truss type frame

Purlin system made of galvanized Z and C-shaped profiles

Purlin system made of galvanized Z and C-shaped profiles

Crane structures for support cranes with lifting capacity up to 20 tons

Crane structures for support cranes with lifting capacity up to 20 tons

Specifications
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
Operating Conditions

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.

Packaging
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.
Additional Information

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.

Installation
Mounting Options
Element-by-element installation
Element-by-element installation
Installation in enlarged blocks
Installation in enlarged blocks
Checking Dimensional Details
  1. Prepare storage areas for elements of a complete building.
  2. Provide the construction site with the machinery and equipment necessary to carry out the installation of a complete building.
  3. Perform the necessary zero cycle work.
  4. Extend the building axes to the terrain.
  5. Pour the foundations under the supporting frame and install the anchor bolts in the design position.
  6. Carry out a geodetic survey of the top of the foundations and determine possible deviations in the position of the anchor bolts from the design one.
  7. The results of geodetic survey should be formalized properly.
  8. If there are deviations in the position of the anchor bolts from the design, send information to the design department of the DoorHan concern to make a decision on the subsequent installation of structures.
  9. Foundations must be designed in such a way as to absorb all the necessary loads from the load-bearing and enclosing structures of a complete building.
    Deviations of the position of the axes of the object under construction from the design ones are not allowed.
    Deviations of the position of anchor bolts from the design are allowed no more than 3 mm.
    When carrying out installation work, it is necessary to comply with safety requirements.
Warranty

2. Guarantee of the quality of coating of enclosing structures— 3 years.

Checkout
Managers of the company will answer all
questions by phone: