Course on architecture of industrial buildings

Contents

Contents

1 Process Summary

2 Master Plan Solution

3 Space planning solution

4 Design solutions

4.1 Columns

4.2 Beams and trusses

4.3 Walls

4.4 Overlaps

4.5 Foundations

4.6 Windows

4.7 Canopies

4.8 Floors

4.9 Gate

5 Design part

5.1 Heat Engineering Wall Calculation

5.2 Thermal calculation of the coating

5.3 Process Building Engineering Calculation

6 Technical and economic indicators

7 Literature

Contents

Introduction

Tool and stamping shop

Space Planning Solution

Master Plan Description

Constructive solution

5.1 Columns

5.2 Beams and trusses

5.3 Walls

5.4 Overlaps

6.5 Foundations

5.6 Windows

5.7 Canopies

5.8 Gender

5.9 Gate

Administrative household complex

6.1 Volume Planning Solution

6.2 Design Solution

6.3 Finishing

6.4 Engineering Equipment

6.5 Heat Engineering Floor Calculation

Lighting Engineering Calculation

Technical and economic indicators

List of used literature

Contents

1. Assignment to the course project

2.General Plan

3. Production building: forge and press shop

3.1Volume-planning solution

3.2Structural solution

3.2.1 Bases

3.2.2 Frame

3.2.3 Walls

3.2.4 Overlaps

3.2.5 Canopies

3.2.6 Floors

3.2.7 Windows

3.3 Lighting Engineering Calculation

4. ABK

4.1 Space Planning Solution

4.2 Design Solution

4.3 Calculation of ABC

4.3.1 Input group

4.3.2 Sanitary facilities

4.3.3 Healthcare room

4.3.4 Premises of catering establishments

4.3.5 Administrative premises

5. TEP

List of literature

Introduction

Industrial construction is one of the most important parts of capital construction. It accounts for about half of annual capital investments in the national economy. The objects of mass construction are enterprises of mechanical engineering, precision and over-precision instrument making, radio electronics, light, food and other industries.

To carry out the increasing volumes of industrial construction, huge work was carried out to improve the organization and methods of construction. Only in factory conditions it is possible to manufacture building structures and parts using modern technology with wide use of efficient materials using highly mechanized equipment. The range of products of construction industry enterprises includes various structures and parts made of reinforced concrete, steel, wood, aluminum, etc. The building design should provide for rational use of building structures and parts.

Manufacturing Process Brief

Practice has confirmed the great effectiveness of improving the types of industrial buildings of intersectoral application. The typing and unification of such buildings is based on the most general characteristics of the organization of the technological process and the entire range of technical solutions and is applicable mainly to industries with clearly expressed specific features.

The features of the steel structure shop are additional requirements for structures. For example, in buildings made of light metal structures, the building elements of trusses should be made of economical closed profiles with increased corrosion resistance. A distinctive feature of the designed building is the relatively high weight of the machined parts and the presence of heavy-duty vehicles in the workshops. As a rule, enterprises produce large-sized serial products.

Space planning solutions

The designed production building is a one-story two-span with spans L1 = L2 = 24 meters, pitch of external columns 12 meters and pitch of internal columns 12 meters. Height to substructures of structures 15.6 meters. The workshop building is equipped with cranes with a lifting capacity of 30 tons and 50 tons. The dimensions of the building in plan 72 * 48 m.

General Plan Description

The workshop is located in the center of the site. Around which there is an asphalt road for vehicles and a sidewalk. A parking lot for personal transport and factory transport has also been designed. A two-story administrative building adjoins the production building. For the improvement of the territory, lawns, green spaces, small architectural forms are provided. Recreation area is designed. Along the fence there are tree planting to protect against noise and dust. The pre-factory zone includes: green spaces, lawns, flower beds.

3.1 Structural diagram of the building

The structural diagram of the building is a reinforced concrete frame, the spatial rigidity of which is provided by the combined work of reinforced concrete columns and a rigid coating disk.

3.2 Foundations

The foundation is made of monolithic reinforced concrete cups F1, F-3, F4, F-5, F-6 for columns of rectangular section and foundation beams FB1 on which hinged wall panels rest. In the corners of the building there are steel FK1 fachwerks in the form of two welded I-beams under number No. 30, with a section of 300 x 300.

3.3 Columns

The framework of the industrial building consists of reinforced concrete columns and fachwerks to which wall panels, reinforced concrete rafters and substructure trusses are attached. Columns of extreme rows K1, with pitch of 12 m have section 600 x 1400, height 15.6 m. Columns of the middle row K4, with a section of 600 x 1900 with a pitch of 12 m have a height of 15.6 m.

The columns are angular K2, with a section of 600 x 1400. Columns of the middle row are extreme with a section of 600 x 1900 mm..

The building designed end reinforced concrete FK1section 600 x 400 and height 15.6 m.

To ensure geometric stability of the building in longitudinal direction and in spans there are vertical connections as well as additional connections between columns and crane beams.

3.4 Walls

The design for the workshop building provides for the use of three-layer reinforced concrete panels. Outer panel layer 90 mm, inner layer 100 mm, and 60 mm for insulation (based on heat engineering calculation).

The length of the main panel is 6000 m, the height of the panels used is 1200 mm and 1800 mm.

3.5 Beams and trusses

In the production housing there are crane beams that serve to move the crane, it transfers the load from crane equipment and cargo to the columns. Reinforced concrete crane beams 1.4 meters high were used.

Since the spans of the production bodies are 24m, LW trusses with a length of 24 are used as the bearing elements of the floors.

3.6 Overlaps

The production building with a width of 24 meters is blocked by LB farms with a length of 24 meters. Since the pitch of the columns in this housing is 12 meters, the floor is made of reinforced concrete slabs of the PR 12 type. These plates are 12 meters long and 3 meters wide, the height of the plates is 450 mm. Slabs are interconnected by anchors .

In order to reduce heat loss, insulation is used in the slab structure. With the help of insulation, an additional slope is created to better drain water from the roof. In the floor structure there are also layers of steam insulation, waterproofing, as well as cement sand bracing that protect the insulation from external influences.

For better lighting and ventilation, there are light-aeration lights in the floor structure.

3.7 Canopies

In the industrial buildings of the workshop, light-aeration lights with ribbon glazing were used. Width of lamps L1 = L2 = 12 meters. Bearing structures of lights consist of lamp panels, lamp trusses .

3.8 Windows

The design uses steel window panels with a sealed ribbon glazing narthex. Glazing goes in two rows the width of glazing is 12 m, the height is 1.8 m at an elevation of 1.200, this improves lighting properties. Tape glazing of one row is also made at elevation 11.900.

3.9 Floors

Since the building of the industrial building is designed as a steel structure workshop, large mechanical loads and impacts will affect the floor. In this regard, the asphalt concrete floor was used in the project.

Floor structure: top layer concrete 40 mm thick. The next underlying layer of concrete is 80 mm thick.

3.10 Gate

The project uses an open gate made of metal. Gate size 4200 * 4000 mm GOST 1250681. For the purpose of heat protection, the design of the gate provides for the use of an insulator and an air curtain .

General plan

The blacksmith and press shop is located in the center of the site. Through a warm transition, the ABC is connected to the production building. All development of the territory is subordinate to this group of objects.

Human and transport flows are separated.

Entry into the territory of the enterprise is carried out only through the checkpoint. The territory of the plant is fenced .

To give the territory a more landscaped look, lawns, green spaces, small architectural forms are provided.

Production building: forge and press shop

With a given type of manufacturing processes, cross-industry types of buildings are widely used, based on unified typical frame structures and external enclosures.

The most characteristic industrial hazards in the workshop include excessive heat and gas release from metallurgical units, especially during the release of metal from them, and from the metal itself during its transportation, casting and cooling.

The company employs 300 people. Production is carried out in one shift.

Space Planning Solution

Variable height building. Plan dimensions: 79x72 m.

In each span, a gate is installed on the end sides of the building. Lighting is arranged on longitudinal sides. In addition, the workshop is illuminated using light-aeration lights installed above each span.

Constructive solution

Bases

Monolithic reinforced concrete foundations with stepped slab part are used in the design. Depending on perceived loads, foundations of different bearing capacity are selected. For each combination of the area of ​ ​ sections of the sole and the sub-column, one type size of the plate part is adopted.

Framework

The frame of the industrial housing with a coating of flat elements consists of transverse frames formed by columns pinched in the foundations, and rafter trusses hingedly resting on the columns. Columns are selected depending on specified value of span, lifting capacity of cranes and height to bottom of rafter structure. So in the design, at a step of 6 m, columns with a section of 1300x500 mm were used; at a step of 12 m - 1900x600 mm.

Since the assignment indicates spans of 24 and 30 m, it is advisable to use steel trusses. Rafter trusses are designed with belts made of low-alloy steel and a grid made of steel of the "st.3" brand. All main rods of trusses are composed of paired hot-rolled profiles connected in units by shapes .

Structural steel trusses with parallel belts are used at the pitch of columns of 12 m to support intermediate rafter trusses.

In the production housing there are crane beams that serve to move the crane. The beam transfers the load from crane equipment and cargo to the columns.

Lamps

Light-aeration lights are used for lighting and ventilation of rooms. Nominal dimensions of height and width of lantern bindings are selected depending on value of spans. So, with spans of a long 24 and 30 m, the width of the canopy is 12 m.

The lamp trusses are built over the rafters in their plane, and they form the crossbeam of the canopy.

Floors

In the blacksmith and press shop, large mechanical loads and impacts apply to the floor, thus the asphalt concrete floor is used in the project.

Floor covering is made of seamless material - asphalt concrete. The underlying layer is made of monolithic concrete 200 200 mm thick, it receives mainly vertical loads and transfers them to the base - soil in a natural state.

In the driveways, pavements similar to road ones are used, which are well resistant to loads from transport.

Windows

The project uses windows with steel bindings and tape glazing. The frame of window fills is formed by mullions located after 1.5; 2 m and welded to embedded elements in batching panels. Glazing goes in two rows. The glazing width is 6 m, the height is 1.8 m. Behind the upper-lift framings, lower-lift framugs are installed, which jointly open with the help of lever devices and guide the cold air current to the top.

Gates

The project uses an open gate made of metal. Gate size 4200x4000 mm GOST 1250681. In order to prevent blowing along the contour of the portal frame, strip steel collars are welded to the frame, and the slots between and under the ploughing webs are closed with flexible aprons made of rubber and tarpaulin.

The gate is equipped with a mechanical drive.

Administrative and household building.

The total number of workers at the enterprise is 430 people. Work in the industrial building is carried out in one shift of 300 people. In the enterprise, 20% of workers are women .

The blacksmith and press shop provides for a group of production processes of 2 b.

Volumetric planning solution

Communication between the workshop and ABK is carried out through a warm transition. The ABK building is rectangular in plan with dimensions in axes of 60.0x24.0 m, two-story. The height of the floor is 3.3 m. The connection between the floors is carried out using stairs. The main and fire exits are provided, and two exits from the dining room are provided - from the loading and from the garbage chamber .

Constructive solution

The building with a bearing metal frame, the spatial rigidity of the building is provided by the joint work of columns, beams, reinforced concrete slabs of the floor and vertical connections.

Foundations - Piles. Metal piles and pedestals.

Exterior Walls - Three-layer Ventall wall panels.

RCL partitions on metal frame.

Floors - from prefabricated railway plates.

Roof - Three-layer roof panels "Ventall," profilist with insulation "Rockwool"

External doors - from polyvinyl chloride profiles.

Internal doors - shield.

Windows - from polyvinyl chloride profiles with double-glazed windows.

Staircases - prefabricated reinforced concrete steps in metal cosors.

Floors - linoleum concrete, made of ceramic tiles.

Interior decoration - facing with laminated GCL, glazed tiles, oil painting. Suspended ceilings "HunterDouglas" and "Armstrong."

Exterior decoration - facing the facades of the building with "Reynobond" slabs.

1 Process Summary

Practice has confirmed the great effectiveness of improving the types of industrial buildings of intersectoral application. Typing and

unification of such buildings is based on the most general characteristics of the organization of the technological process and the entire set of technical solutions and is applicable mainly for industries with clearly expressed specific features.

The peculiarities of blacksmith and press enterprises are additional requirements for structures. For example, in buildings made of light metal structures, the building elements of trusses should be made of economical closed profiles with increased corrosion resistance. A distinctive feature of the designed building is the relatively high weight of the machined parts and the presence of heavy-duty vehicles in the workshops. As a rule, at blacksmith-press enterprises they produce large-sized serial products.

Such enterprises have large blacksmiths. Therefore, production, as a rule, is located at a distance from the settlement areas of cities. The largest number of enterprises are characterized by great diversity in the nature, capacity, serial quality and mass quality of products. Here, the mass of processed parts usually does not exceed 70 tons. Modern enterprises are built on the principles of specialization and co-operation. This also affects the formation of types of industrial buildings and their space-planning structure.

Master Plan Solution

The blacksmith and press shop is located in the center of the site. Around which there is an asphalt road for vehicles and a sidewalk. A parking lot for personal transport and factory transport has also been designed. Near the production building is a two-story administrative building. Opposite the administrative building there is a passage, which serves to observe the checkpoint regime. For the improvement of the territory, lawns, green spaces, small architectural forms are provided. Recreation area is designed. Along the fence there are tree planting to protect against noise and dust. The pre-factory zone includes: green spaces, lawns, fountains, flower beds.

Design Solutions

The main structural structure of the building is the frame. Which consists of the columns which are strictly closed up in base glasses which are installed on a pile grillage. The frame system is connected. The framework of the communication system carries only vertical loads, and horizontal impacts (wind loads) are perceived by transverse walls. In addition, the spatial rigidity of the building is ensured by setting vertical stiffness diaphragms in the longitudinal and transverse directions.

4.1 Columns

The frame of the industrial building consists of two-branch columns, to which wall panels are attached. Vertical links are designed to give rigidity and stability of the frame. The pitch of the outer columns is 6 m. internal 12m. Columns with section 500 * 1400mm. and 500 * 1300mm

4.2 Beams and trusses

In the production housing there are crane beams that serve to move the crane, it transfers the load from crane equipment and cargo to the columns. Reinforced concrete crane beams 1 meter high and 1.6 meters high were used.

Since the span of production buildings is large, reinforced concrete rafter trusses of the FBM24 type, as well as steel rafter trusses with a length of 36, are used as bearing elements of the floors.

Due to the fact that the pitch of the inner columns in the reinforced concrete body does not coincide with the pitch of the outer columns, then in the structural solution of the floor, 6-meter-long structural reinforced concrete trusses are used.

4.3 Walls

The design for the workshop building provides for the use of three-layer reinforced concrete panels. Outer panel layer 50 mm, inner layer 70 mm, and 180 mm for insulation (based on heat engineering calculation). The length of the main panel is 6000 m, the height of the panels used is 1200 mm and 1800 mm.

In places of gate installation, as well as window and door openings, brick inserts made of silicate bricks of M 150 strength are made.

Walls of large panels are fixed directly to frame elements (columns). The bottom of the first height of the panel is aligned with the elevation of the clean floor of the building. Panels are attached to columns using embedded parts, which are welded to embedded parts of panels and columns.

Gaskets made of hernite are used as sealing material. When seams of concrete surface are closed, mastic isolate is laid. Against solar exposure and humidification, elastic pads are protected from the outside and from the inside by embossing with a special tar mastic, which is a mixture of polyisobutylene with a rubber solution and finely divided aggregate.

4.4 Overlaps

The production building 36 meters wide is covered by steel trusses 35.584 meters long. Since the pitch of the columns in this housing is 6 meters, the floor is made of reinforced concrete slabs of type 1G6. These plates are 6 meters long and 3 meters wide, the height of the plates is 450 mm. Slabs are interconnected by anchors.

In order to reduce heat loss, insulation (polyurethane foam) is used in the floor structure. With the help of insulation, an additional slope is created to better drain water from the roof. In the floor structure there are also layers of steam insulation, waterproofing, as well as cement sand bracing that protect the insulation from external influences.

For better lighting and ventilation, there are light-aeration lights in the floor structure.

The hulls are 24 meters wide and 72 meters long, since the pitch of the internal columns is 12 meters, and the pitch of the extreme columns is 6 meters, then there are 12-meter-long substructure trusses of the FP12 type in the floor structure. These trusses are designed for use in coatings of buildings with a low slope roof at the pitch of columns of 12 meters and rafters in the form of reinforced concrete frictionless trusses installed with a pitch of 6 meters.

Trusses in this building are used with a length of 23.94 meters reinforced concrete of the FBM24 type. Slabs and lights are similar.

4.5 Foundations

The foundation is made of monolithic reinforced concrete cups for two-branch columns and foundation beams on which curtain wall panels rest. Also, monolithic reinforced concrete cups for Fachwerk columns were designed. When the base is opened, the soil directly accepting the load is leveled and covered with concrete preparation 100 mm thick from 50 grade concrete. The foundation floor lies on the concrete preparation. The gap between the faces of the columns and the walls of the sleeve is accepted at the top of 75 mm and at the bottom of 50 mm, and between the bottom of the columns and the bottom of the sleeve 50 mm. To support the foundation beams, it is recommended to arrange tides with a section area of 0.3 x 0.6 m with a cut at an elevation of 0.45 m. Foundations are reinforced with typical reinforcement grids (horizontal element) and flat frames (vertical element). Grids and flat frames are made from reinforcement of periodic profile on automatic lines using contact point electric welding at all points of rod intersections.

4.6 Windows

The project used steel window panels with aluminum bindings. In accordance with the wall panels for the 6-meter pitch of the columns, steel window panels are made with nominal dimensions along the facade of 6X1.2 and 6X1.8 m. They are installed directly on top of each other and are fastened by bolts M12. The load from the own mass of the window filling is transmitted to the wall sub-window panel through rigid gaskets installed in the lower gap under the frame posts. Panels consist of bearing frame made of cold-bent profiles connected by spot welding. Glazed frames welded from 45 X 45 X 3.8 mm tavriks are suspended from the frame in opening panels. Middle external upper and inner lower suspension frames are opened for ventilation of rooms. Frames are interconnected by lever mechanism for joint opening. In lower panels, opening can be carried out manually, in upper panels - by electric drive. The extreme outer frames of the side suspension are opened manually only for wiping the glasses. The extreme internal frames are deaf. They are welded to the panel frame with a key seam or attached to the clummers.

4.8 Floors

Since the building of the industrial building is designed as a blacksmith and press workshop, large mechanical loads and impacts will affect the floor. In this regard, the project used asphalt concrete pol. Floor structure: top layer concrete 40 mm thick. The next underlying layer of concrete is 100 mm thick.

4.9 Gate

The project uses an open gate made of metal. Gate size 4200 * 4000 mm GOST 1250681. For the purpose of heat protection, the design of the gate provides for the use of an insulator and an air curtain. The gate opening is framed by a prefabricated reinforced concrete frame, which fits in external dimensions into the adopted panel wall cutting. A wicket is arranged in one of the portal canvases.

The canvases of the swing gate are hung on loops. Lower loops are provided with spherical ball bearing self-aligning under action of vertical load. The upper loops are designed to perceive horizontal forces.

Introduction

Industrial facilities serve for storage, transportation and processing of raw materials and semi-finished products. Industrial facilities are very diverse.

Each industrial building is characterized by its own space-planning and structural solutions.

Space planning solutions shall ensure functional purpose of buildings and create optimal conditions for the production facilities that are located in it. They depend on a variety of different requirements, including the sequence of technological processes, the location and dimensions of the equipment, the need to ensure working conditions in accordance with regulatory documents, and a specific construction area.

Structural solutions of buildings depend on the requirements imposed by the production (degree of aggressiveness of the internal environment, fire resistance), as well as on construction areas (climatic conditions, loads, availability of appropriate materials and structures). They are closely related to space-planning solutions of buildings.

In industry, single-storey buildings are indispensable for production with heavy and large equipment, with horizontal technological processes, with significant dynamic loads from the equipment; they account for about 70% of all production areas built in the country.

Mechanical Assembly Process Description

Metal pressure treatment is a high-performance process. These processes take place in tool stamping shops. The hot stamping process occupies a leading place in the manufacturing cycle of many products. They enable the production of high-precision workpieces.

The method of treating metal with hot stamping is used in mass production, as a rule, according to the following scheme: heating, stamping on hammers and presses, heat treatment, descaling, control.

The main characteristics by which tool shops are classified are the type of production of the workshop and the maximum forging mass. The prevailing process is established on the basis of these primary characteristics.

With the transition of tool shops to serial and mass production, a special document appears - a stamp that requires careful mechanical processing, and its production is transferred to special tool and stamping workshops. Stamping industry is separated into independent production.

The tool shop requires equipment such as a sandblasting machine, 1-2 drilling machines for drilling large diameters, a grinding plant, a strict, a lathe for common use, a set of tools for control.

Each worker should have light dies, his own table with dashes, a set of fillers, tools, canvases, drills, a set of rams.

Space Planning Solution

In plan, the building has dimensions of 78 * 84 m. The shape in plan is rectangular. The building is one-story. Reference to axes: longitudinal - 250 mm, transverse - at the ends of the building geometric lines of the section of the main columns are aligned with the layout axis inwards by 500 mm. Along the temperature seam line, the cross-sectional lines of the columns are aligned by 300 mm .

Lighting:

lateral - windows along longitudinal walls;

vertical - lights;

A gate is designed along the longitudinal walls.

General Plan Description

The mechanical assembly shop is located in the center of the site. Around which there is an asphalt platform for the entrance and parking of vehicles.

To give the territory a more landscaped look, lawns, green spaces, small architectural forms are provided. There is a playground. Along the fence there are tree planting to protect against noise and dust.

Structural solution of the building

5.1 Columns

The framework of the industrial building consists of steel two-branch columns with a height of 14.4 and 16.2 m, to which wall panels and steel building trusses are attached .

Vertical links and additional links between the columns and crane beams are available in the spans to induce stability and invariability of the frame.

5.2 Beams and trusses

In the production housing there are crane beams that serve to move the crane. The beam transfers the load from crane equipment and cargo to the columns. In a metal building, steel crane beams of an I-section with a height of 1.7 meters are used.

Since the span of the production bodies is large, steel trusses are used as the bearing elements of the floors.

5.3 Walls

Taking into account the heat engineering requirements, the walls of the industrial building have a multi-layer design.

Three-layer panels are used. The outer layer is 60 mm, the inner layer is 100 mm and the thermal insulation layer (polystyrene foam) is 90 mm.

5.4 Overlaps

Floor is made of reinforced concrete slabs. Plates have dimensions 6 * 3m wide, plate height 300 mm. Slabs are interconnected by anchors .

In order to reduce heat loss, insulation is used in the slab structure. The floor structure provides for layers of steam insulation, waterproofing and also cement-sand bracing with a thickness of - 20 mm, which protects the insulation from external influences.

Light-aeration lights are provided in the floor structure for better lighting and ventilation.

5.5 Foundations

Foundations are used monolithic reinforced concrete for steel columns of four sizes and foundation beams of trapezoidal section of six sizes, on which curtain wall panels are supported. There are also monolithic reinforced concrete foundations for the fachwerk columns of four sizes.

5.6 Windows

The project used windows with wooden bindings of ribbon glazing. Glazing goes in four rows, glazing width 6 m, height 1.2 m.

5.7 Canopies

In the industrial case tape light-aeration lights are used. The flashlights are 2815 mm high.

5.8 Floors

Large mechanical loads and impacts will affect the floor. In this regard, the asphalt concrete floor was used in the project.

Floor structure: top layer concrete 3 cm thick. The next layer concrete 12 cm thick. It serves as a gasket that connects the coating with the underlying elements. Base for floor distributes load uniformly and is made of slag.

5.9 Gate

The project uses an open gate made of metal. Gate size 4000 * 4200 mm GOST 1250681. For the purpose of heat protection, wooden inserts are provided in the structure of the gate. The frame of the gate is rectangular .

Introduction

Industrial facilities serve for storage, transportation and processing of raw materials and semi-finished products. Industrial facilities are very diverse.

Each industrial building is characterized by its own space-planning and structural solutions.

Space planning solutions shall ensure functional purpose of buildings and create optimal conditions for the production facilities that are located in it. They depend on a variety of different requirements, including the sequence of technological processes, the location and dimensions of the equipment, the need to ensure working conditions in accordance with regulatory documents, and a specific construction area.

Structural solutions of buildings depend on the requirements imposed by the production (degree of aggressiveness of the internal environment, fire resistance), as well as on construction areas (climatic conditions, loads, availability of appropriate materials and structures). They are closely related to space-planning solutions of buildings.

In industry, single-storey buildings are indispensable for production with heavy and large equipment, with horizontal technological processes, with significant dynamic loads from the equipment; they account for about 70% of all production areas built in the country.

Tool and stamping shop

Metal pressure treatment is a high-performance process. These processes take place in tool stamping shops. The hot stamping process occupies a leading place in the manufacturing cycle of many products. They enable the production of high-precision workpieces.

The method of treating metal with hot stamping is used in serial and mass production, as a rule, according to the following scheme: heating, stamping on hammers and presses, trimming, heat treatment, descaling, control.

The main characteristics by which tool shops are classified are the type of production of the workshop and the maximum forging mass. The prevailing process is established on the basis of these primary characteristics.

With the transition of tool shops to serial and mass production, a special document appears - a stamp that requires careful mechanical processing, and its production is transferred to special tool and stamping workshops. Stamping industry is separated into independent production.

The tool shop requires equipment such as a sandblasting machine, 1-2 drilling machines for drilling large diameters, a grinding plant, a strict, a lathe for common use, a set of tools for control.

Each worker should have light dies, his own table with dashes, a set of fillers, tools, canvases, drills, a set of rams.

Space Planning Solution

In plan, the building has dimensions of 78 * 96 m. The shape in plan is rectangular. The building is one-story. Reference to axes: longitudinal - 250 mm, transverse - at the ends of the building geometric lines of the section of the main columns are aligned with the layout axis inwards by 500 mm. Along the temperature seam line, the cross-section lines of the columns are aligned by 500 mm .

Lighting:

lateral - windows along longitudinal walls;

vertical - lights;

A gate is designed along the longitudinal walls.

General Plan Description

Tool-stamping shop is located in the center of the section. Around which there is an asphalt platform for the entrance and parking of vehicles.

Opposite the production building there is an administrative and household building in which there is: a dining room, an outerwear wardrobe, a workwear wardrobe, locker rooms, showers, a toilet, a sanitary unit and a workshop administration.

Near the administrative building there is a passage, which serves to observe the checkpoint regime. To give the territory a more landscaped look, lawns, green spaces, small architectural forms are provided. There is a sports ground. Along the fence there are tree planting to protect against noise and dust.