Frame buildings with a gable roof

Frame-type buildings are widely used in industrial, warehouse, agricultural, logistics, sports and retail facilities.

Application:

Industrial buildings
Warehouses
Logistics buildings
Buildings for agriculture
Sports buildings
Trade pavilions

Order with installation

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 special configuration of the roof beam allows one to significantly reduce the construction volume of the building.

Well-thought-out construction technology and the use of energy-efficient materials can significantly reduce the cost of heating, ventilation and air conditioning.

The unified shape and cross-sectional dimensions of the frame elements ensure maximum filling of the transport volume and compliance with cargo weight requirements.

This is ensured by the use of elements of maximum unification and high factory readiness.

The special configuration of the roof beam allows one to significantly reduce the construction volume of the building.

Well-thought-out construction technology and the use of energy-efficient materials can significantly reduce the cost of heating, ventilation and air conditioning.

The unified shape and cross-sectional dimensions of the frame elements ensure maximum filling of the transport volume and compliance with cargo weight requirements.

Design

ENCLOSING STRUCTURE OF THE BUILDING

TYPES OF SANDWICH PANEL PROFILES

TYPES OF SANDWICH PANEL LOCK

Wall sandwich panels

Roof sandwich panels

Wall profiled sheet (C21)

Roofing profiled sheet (C44)

Smooth (G)

Trapezoid (T)

Wave (B)

Z-lock

Roof lock

Equipment

Standard

Optional

Frame made of welded I-section profiles with variable wall height

Anchor bolts (groups)

Bolts for connecting frame elements

Wall and roof purlins

Monorail

Walling

Additional elements, flashings

Window

Sectional industrial doors <br>Clear opening dimensions (W × H, mm): <br>- wall cladding with sandwich panels - 2,600 × 4,120; 2800 × 3380; 2800 × 4420; 4,000 × 4,200; 4,000 × 4,520; 4,000 × 4,940; <br>- wall cladding with corrugated sheets - 2,720 × 4,180; 2920 × 3440; 2920 × 4480; 4120 × 4260; 4120 × 4580; 4,120 × 5,000

Sectional industrial doors
Clear opening dimensions (W × H, mm):
- wall cladding with sandwich panels - 2,600 × 4,120; 2800 × 3380; 2800 × 4420; 4,000 × 4,200; 4,000 × 4,520; 4,000 × 4,940;
- wall cladding with corrugated sheets - 2,720 × 4,180; 2920 × 3440; 2920 × 4480; 4120 × 4260; 4120 × 4580; 4,120 × 5,000

Technical doors <br>Clear opening dimensions (W × H, mm): <br>- wall cladding with sandwich panels - 1,030 × 2,080; 1200 × 2080; 1400 × 2080; 1600 × 2080; <br>- wall cladding with corrugated sheets - 980 × 2,050; 1,150 × 2,050; 1,350 × 2,050; 1,550 × 2,050

Technical doors
Clear opening dimensions (W × H, mm):
- wall cladding with sandwich panels - 1,030 × 2,080; 1200 × 2080; 1400 × 2080; 1600 × 2080;
- wall cladding with corrugated sheets - 980 × 2,050; 1,150 × 2,050; 1,350 × 2,050; 1,550 × 2,050

Swing gates <br>Clear opening dimensions (W × H, mm): <br>- wall cladding with sandwich panels - 2,600 × 4,120; 2800 × 3380; 2800 × 4420; 4,000 × 4,200; 4,000 × 4,520; 4,000 × 4,940; <br>- wall cladding with corrugated sheets - 2,720 × 4,180; 2920 × 3440; 2920 × 4480; 4120 × 4260; 4120 × 4580; 4,120 × 5,000

Swing gates
Clear opening dimensions (W × H, mm):
- wall cladding with sandwich panels - 2,600 × 4,120; 2800 × 3380; 2800 × 4420; 4,000 × 4,200; 4,000 × 4,520; 4,000 × 4,940;
- wall cladding with corrugated sheets - 2,720 × 4,180; 2920 × 3440; 2920 × 4480; 4120 × 4260; 4120 × 4580; 4,120 × 5,000

External drain

Roof railings

Snow guards

Roofing lights

Firefighter vertical ladders

Individual color according to RAL card

Administrative and technical buildings from modular systems

Gate systems (spiral, roller shutter)

Aluminum systems (stained glass systems)

Handling equipment (pressurizers, leveling platforms, lifting tables)

Street fencing systems

Fire staircases

Parapet

Internal drain

Leaf catchers

Heating cables for drainage systems

Technical description

Size Table

Construction

Standard Construction

Specifications

Operating Conditions

Packaging

Parameters

Value

Length, mm

without limitation

Width, mm

18,000–42,000 (in 6,000 increments)

Step between frames, m

6; 9

Height to the bottom of the supporting beam, m

4.8–12.0 (in 1.2 increments)

Roof slope, %

Number of spans, pcs

up to 5

Crossbar
Column
End frame stand
End frame beam
Wall purlin
Roof purlin
Purlin spacers
Vertical communication
Horizontal communication
Monorail

Frame type frame

Purlin system made of galvanized Z and C-shaped profiles

Crane structures for overhead cranes with lifting capacity up to 5 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
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

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 buildings and structures 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: remove snow, 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 those specified in the requirements of regulatory documents of the Russian Federation, immediately clear the roof of snow.

9. Buildings can be operated at temperatures from -55 to +55 °C.

10. When operating buildings, fire safety rules must be observed.

Packing in cardboard	Packaging features
Description	Piece long elements are factory-packed 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 flashings is provided to prevent damage to the paintwork

Additional Information print

1. The building frame is designed in the form of a load-bearing single-span or multi-span steel frame made of welded I-beams of variable cross-section. 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 continuous pattern, from bent galvanized Z-shaped profiles. The density of the zinc coating is 275 g/m². The pitch of the roof purlins is determined during the design process. The pitch of the wall purlins is determined by the load-bearing capacity of the wall fencing used and the magnitude of the existing wind loads, as well as in accordance with the location of windows, gates and other openings.

3. The stability and geometric immutability of the building is ensured:
- in the transverse direction - by the structures of the supporting frames,
- 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. The spacers between the frames are single- or double-branch lattice type.

4. All factory connections are welded. Mounting connections with regular bolts and high-strength bolts.

5. Frame coating - primer-enamel of red-brown (RAL 8012) or light gray (RAL 7035) color in two layers. The total coating thickness is 80 microns.

Installation

Mounting Options

Checking Dimensional Details

Element-by-element installation

Installation in enlarged blocks

Prepare storage areas for elements of a complete building.
Equip the construction site with the machinery and equipment necessary to carry out the installation of a complete building.
Perform the necessary zero cycle work.
Extend the building axes to the terrain.
Pour the foundations under the supporting frame and install the anchor bolts in the design position.
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.
The results of geodetic survey should be formalized properly.
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.
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.
Deviation of the position of the axes of the object under construction from the design ones is not allowed.
Deviation of the position of anchor bolts from the design is 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.