Precision instrumentation workshop

Contents

1. Project Input and Process Plan Basics

1. 1. Production name and construction area of the designed building.

1.1.1. The task is performed on the basis of the technical tasks on architectural and planning solutions of the design of the precision instrumentation workshop,.

1.1.2.The construction site of the designed building is located in Pskov.

1.2. Planning structure, composition and areas of the main production departments.

The planing structure of the instrument making workshop is adopted with a clear division of the premises into two zones: the main production zone and the auxiliary services zone. All the rooms that need to be gasified (storage rooms, ventilation chambers, air conditioners, etc.) are concentrated in the central and end parts on all floors.

1 - Production area 6040 m2;

2 - Utility and storage rooms 850m2;

3 - Ventilation chambers, air conditioning 850m2;

1.3 Information on lifting and transportation equipment

The instrument making workshop is made clean and accurate. Raw materials. blanks and parts are supplied to the shop using electric cars. Parts are supplied to the upper floors using elevators and moved along the floor by transparters.

1.4 Internal environment parameters.

1.5.1. Group of main production on sanitary characteristics - 1A

1 5.2. Design internal temperature - t = 18 ° С.

1.5.3. Category of visual work - II

1.5 Number of employees.

- list in all shifts (A = 500 people);

- turnout in the largest shift (B = 200 people);

- ITR (C = 12chel).

Industrial Plant Master Plan

2.1. The following buildings and objects are shown on the site: industrial building, administrative building, warehouse and exhibition of finished products, recreation area, parking. Technological communication between them is carried out by above-ground open passages.

2.2. Architectural improvement of the industrial site.

Surface water is drained from the planned surface to the lower points of the relief and along the trays of the road to the rainwater wells. The area free from development is landscaped by arranging lawns with sowing grasses and planting shrubs and trees.

Access to all structures is provided for fire engines. Fire extinguishing is provided in the procedure adopted at the enterprise.

2.3. Technical and economic indicators according to the general plan.

- area of the enterprise on the fence - 30408m2 ;

- building area - 9676m2;

- area of roads, entrances and paved areas 10349m2;

- landscaping area 9,708 m2;

- building density - 31%;

- territory utilization rate - 66%.

Architectural and structural solution of the production building

3.1. Characteristics of the industrial building according to the accepted classification.

- by purpose - production;

- explosion and fire safety - A;

- on fire resistance - II;

- by internal mode - heated (tB = 18 ° С);

- by internal humidity mode - normal (< p = 55%);

- for lighting systems - natural;

- by internal lifting and transportation equipment - raw materials are supplied using electracar. Parts are supplied to floors using elevators and moving around the floor using transparters

Space Planning Solution

4.1.The planing structure of the instrument making shop is adopted with a clear division of premises into 2 zones: the main production zone and the auxiliary services zone. All rooms that need to be stored (storerooms, ventilation chambers, candidates, etc.) are concentrated in the central and end parts on all floors of the building.

4.2. All entrances are equipped with swing gates in accordance with the technological diagram. The width and height of the gate, respectively, is 2.4x2.4m .

4.3. List of workshop premises:

- Production area 6040 m2;

- Utility and storage rooms 850 m2;

- Ventilation chambers, air conditioning 850 m2;

4.4. Main technical and economic indicators:

building area of production building within external perimeter of external walls - 3380m2;

construction volume of production building 30630m2.

Structural solution of production building

6.1. Designed frame-type industrial building.

6.2. According to the material of the main load-bearing structures - a building with a mixed frame: columns of precast reinforced concrete, coating - railway slabs, reinforced concrete girders.

6.3. Grid of columns of sections 1-7 - 9x12m.

6.4. Provision of spatial stiffness:

- in longitudinal direction - vertical connections, connections in the form of connected trusses ;

6.5. Structural characteristic of the main elements of the building.

6.5.1. Foundations.

6.5.1.1. Glass-type foundations (reinforced concrete) are installed under the columns. The foundation cut is located at elevation 0.150m. When opening the base, the solid soil directly receiving the load is leveled and covered with concrete preparation 100 from M100 concrete. The foundation floor lies on the concrete preparation. The height of the steps of the shoe is 0.3 m, the total steps are 3. The foundation foot lies at elevation 2.250. Foundations are reinforced with mesh and flat frames.

6.5.1.2. Foundation beams are installed under external walls. They are installed on sand, previously poured with water and stamped. A clay lock is arranged on the front side of the foundation beam. It is reinforced with a mesh and poured out of M200 concrete. A layer of waterproofing is arranged on the top.

6.5.2. Main columns.

The main columns are made of rectangular reinforced concrete columns (400x600). Anchor bolts are attached to foundation cups by cross-arm through support tile.

6.5.3. Frame columns are made of reinforced concrete, in section 150x200. It is attached to foundation cups through the plate with anchor bolts.

6.5.4. Bearing structures of the coating.

Slabs - ribbed section reinforced concrete (12 m by 1.5 m), girders - with a section of 800 mm - reinforced concrete.

6.5.5.Stenes - three-layer wall panels, thickness 300mm. Panel structure: railway 100mm, polystyrene foam 100mm, railway 100mm. Parapet

6.5.6. Stairs. All stairs consist of steel marches.

6.5.7. Roof. Roof composition:

Layer melted in mastic

Reinforced pre-insulation carpet

Aligning Layer

Vapor insulation - ruberoid layer on mastic

G/W coating plate

6.5.10. Drainage from the coating .

Rainwater flow from the coating is carried out along the upper layer of the roof through funnels.

6.5.11. Floors. Floor structure:

Fine asphalt concrete 50

Concrete preparation 150

Compacted soil

Цех точного приборостроения.dwg