Fishery project with explanations

Contents

List of drawings of the main set

Production Master Process Data

Master Plan

Space planning solution of the workshop

Administrative and residential premises

General Data

Domestic premises

Administrative and office premises

Healthcare room

Catering facilities

Structural solution of the production building

Columns

Bases

Walls

Covering

Drainage from the coating

Windows

Floors

Partitions

Gates and doors

Deformation joints

Communications

Structures of the administrative and domestic building

Heat Engineering Calculation

Lighting Engineering Calculation

Literature used

Production Master Process Data

The fish processing plant houses a refrigerator, a tin-can workshop, a repair and mechanical workshop, and production workshops of the main technological processes.

Internal transport of cargo is carried out by electric loaders.

Local lighting is accepted as natural (due to window openings and light-aeration lights, as well as artificial. Internal air temperature 20 s, relative humidity 60%.

The company is provided with centralized heat supply, water supply, industrial and storm sewage, electricity supply.

Master Plan

The master plan scheme provides for a production building, a warehouse, an administrative building, checkpoints and fuel and lubricants warehouses.

The following zones can be distinguished in the territory:

pre-factory (passages and entrances for workers are solved in this zone,

transport);

Area of production facilities;

Storage area (finished goods warehouses).

Freight and human flows are separated to ensure the safety of workers and the active functioning of transport links.

The width of the roads is accepted as 6m.

The production building has a detour on three sides. Access to all sides of the production building is provided by lawns and sidewalks and roads.

Improvement of the territory: the company creates favorable conditions for the work and rest of workers.

Technical and economic indicators of the master plan.

The total area is 4.49ha;

Area, buildings - 1.25ha;

Asphalt surface area - 1.77 ha

Landscaping area - 1.59ha

Building rate (building density) - 0.64

Greening coefficient - 0.36

Volume planning solution of the workshop

The accepted space-planning solution of the workshop is due to the production and technological scheme, and meets the requirements of unification of structural elements. The production building is a rectangular figure with a plan size of 109x56m, consisting of three single-span block sections. Span for three block sections is 18m. The pitch of the columns in all spans is 6m.

The spans are the same height-8.4. The building accepts zero wall snapping to the layout axes.

The building has a basement.

Administrative and household building.

4.1. General data.

The fish processing plant according to the sanitary characteristics of the production process belongs to group IIg. According to SNiP 2.09.0487, it is necessary to design household premises: dressing rooms (separate in one compartment), showers, washrooms and a room for washing and cleaning working clothes.

The number of workers is determined at the rate of 333 people per shift. The number of women is 57 per cent of the total number of workers. The workshop works in three shifts. The number of employees in the shift is the same. The number of employees is 12% of the total number of workers.

Number of workers and employees in shift:

Men total - 144 people

Men in maximum shift - 48 people

Women in total - 189 people

Women in maximum shift - 63 people

Employees - 40 people

4.3. Administrative and office premises.

The project includes the following rooms: Accounting, Human Resources, Recreation Room, Technical Library, Meeting Room, Director's Office, etc.

4.4. Healthcare facilities.

The project provides for a first-aid post because the company employs only 333 people. The medical center is located on the first floor and has one internal entrance.

The room of the medical center is designed in accordance with item 2.30 * SNiP 2.09.0487 "Administrative and residential premises ."

4.5. Catering room.

The project provides a canteen for 50 seats, operating

on semi-finished products. In accordance with the reference manual to SNiP 2.08.0289. Design of public catering enterprises (Appendix 1) for the dining room for 50 seats we accept at least:

Self-catering visitor room (dining room) - 90m2;

Production (washing vessels, hot shop) -42m2;

For the reception and storage of products (refrigerating compartment and warehouse) - 36m2;

Service and household (premises of personnel) - 30m2.

Structural solution of the production building

The production building is designed according to the framework structural scheme with transverse frames. Transverse frame is formed by foundations, columns rigidly embedded in foundations and hinged to bearing elements of coating - trusses. Foundation beams and stiffeners are attached to the frame.

5.1. Columns.

Reinforced concrete columns of alternating separation are accepted in all spans. Dimensions in plan 400x400mm, at basement level 600x400mm.

Columns are rigidly embedded in foundations. The pitch of the columns is 6 m.

Scaffolding columns are designed to perceive the wind load and the weight of the wall filling.

5.3. Walls.

The walls of the basement are designed according to a self-supporting scheme: Cutting walls on the panel is horizontal. Three-layer panels are provided. Walls are supported by foundation beams. Wall panels are secured to carcass columns by means of angles. Walls above elevation 1.200 are designed from sandwichpanels. Fastening is carried out by wall girders - steel rolled stock of rectangular section 30x100.

5.4. Coating.

Reinforced concrete trusses are used as load-bearing structures. Farms make of concrete of classes B30B45 with the strained fittings of the lower belts. Embedded parts are provided in the places of attachment to columns or substructure trusses, support of coating plates, canopy posts.

The enclosing part of the structures consists of reinforced concrete paving slabs; steam insulation, heat insulation; leveling layer (ties) of cement sand mortar; roofing carpet. The brace is cut over the entire surface by temperature seams

5.5. Drainage from the coating.

Internal drainage from the coating is provided, as it is the most reliable way to remove water from the roofs. The internal drainage system consists of water intake funnels, drain pipes, underground pipelines risers and discharges to storm sewers.

5.6. Windows.

Side lighting is adopted in the workshop through window openings in the external walls of light-aeration lights. Window openings are adopted 4.5m wide. Height for openings is accepted 4.2m. Window fillings are made of double steel bindings, since they are more durable and fire resistant compared to wooden ones.

5.7. Floors.

The main floor in the workshop is a concrete floor with a thickness of 50 mm (250 grade concrete), equalized with a 25mm cement cloth and covered with ceramic tiles. In the places of both temperature and deformation joints in the floor structure, compensators made of galvanized roofing steel sheet, anchors made of strip steel, border joints made of corner steel are provided.

5.8. Partitions.

Separation partitions are provided in the church. Separation partitions completely separate smoking furnaces and refrigerating chamber from other rooms. The remaining dividing partitions are made of brickwork.

5.10. Deformation joints.

One transverse deformation seam is provided in the building along axes 1112. It prevents the formation of cracks of structural elements caused by fluctuations in the temperature of external and internal air.

The seam is solved on two columns and two axes. Column axes have zero reference to layout axis.

In addition to the temperature seam, the building provides longitudinal deformation seams in the axes G-D and IR, preventing the formation of cracks of structural elements caused by foundation sediments of various sizes due to the difference in loads from the building.

5.11. Communications.

Vertical connections at reinforced concrete columns of the frame in buildings without bridge cranes are installed only at a room height of more than 9.6 m. In this building, the height of the floor is 8.4, so we do not establish vertical connections.

In the coating there are vertical connections at the ends of temperature blocks, connecting the ends of the trusses extreme in the temperature block, as well as horizontal along the lower belts of the same trusses.

Structures of administrative and domestic premises

The frame of the administrative and domestic building was adopted according to the series 1.020 - 1/83. The frame is designed according to the frame-link scheme.

Glass-type foundations; sole at elevation 1,900 m.

Reinforced concrete columns with a section of 400x400 mm, 2 floors high. Marking of columns - 2.KO.433.

Column consoles are 150x150 mm in size.

Intermediate floor girders prefabricated reinforced concrete T-sections with a height of 450 mm and a length of 5660 mm. Girders are laid on the column cantilevers and have embedded parts for connection to columns and inter-column slabs.

In staircases are installed, girders with one shelf.

Floor slabs are multi-mounted with a height of 220 mm according to the 1.04112 series. slabs are divided into row and joint (slabs - slabs). Operation of floors as horizontal diaphragm of stiffness is provided by welding of girders to cantilevers of columns, welding of connected panels of floor between each other and with girders, zamonolivaniumponic seams between all elements of floor.

Boards of grades PK5612, PK56-15 (ordinary), PK5615 (connecting) and PK5615 (wall) are accepted.

The coverage of the administrative and household building is partially ventilated.

The coating composition, in addition to round-empty plates, includes:; insulation from rigid mineral wool plates; 20 mm thick cement-sand brace, which is cut by temperature seams into 3x3 m squares; roofing made of roll material. The drainage is accepted as internal.

The walls are designed self-supporting from three-layer panels 4000 mm thick. Wall panels outside are covered with decorative plaster.

Wall panels are installed on the basement panels and attached to the surface on welding by embedded parts.

Snaps panels to wireframe with a 20 mm gap between the outer face of the column and the inner face of the outer wall panel.

The following types are used: in administrative-office premises, health center, rest rooms - from linoleum; in dressing rooms and corridors - from marble tiles; in showers and latrines - from ceramic tiles.

The windows of the building are designed in the form of separate openings, which are filled with wooden twin bindings. The dimensions of the windows are 1500x1800mm.

Doors in the task are designed glazed and blind. The doorways are filled with wooden door boxes. External inlet-fan isometalloplasty.