Machine-counting station

Contents

Contents

I. General part

1.1.From Data

1.2.Engineering equipment

1.3.Wind Rose

1.4.Plan Description

II. Architectural and structural part

2.1.Scale planning solution

2.2.Structural solution of the building

2.3.Basic structures

2.4. Separation works. Room Finish List

2.5.Population elements. Opening List

2.6.Explication of floors

2.7.Roofing composition

III. Design Part

3.1. Calculation of foundation depth

I. General part

 The building by its purpose belongs to low-rise public buildings.

Construction area

- Tula

Building class 

– II

Degree of durability

– II

Degree of fire resistance

– II

Bases

- tape, prefabricated reinforced concrete slabs

Exterior walls

- brick made of hollow brick of grade KRC/100/1480/35 GOST 53080 thickness 510 mm

Interior Walls

- brick 380 mm thick

Covering, floors

-assembly reinforced concrete slabs GOST 656191 (1.1411 series)

Roof

- four-layer roll carpet with foam concrete insulation U = 600 kg/m3.

Partitions

- gypsum concrete

Crossing points

- precast reinforced concrete as per 1.038.11 series, issue 1

Water supply - economic, production and fire protection from the city or factory network. Head at input - 14 m.

Sewerage - household and fecal.

Heating - central water from an external source through an elevator.

Hot water supply - from external sources.

Electric lighting - luminescent and incandescent lamps. Voltage 380/220V.

Low-current devices - telephone, radio, electric clock installation, alarm.

Data for wind rose construction are accepted as per SNiP 2.01.0182 "Construction climatology and geophysics"

The designed building of the machine station is located in the city of Tula. In front of the station building there is an area measuring 38x10, 3 m, on which there are places for rest. On the adjacent territory there are parking lots with asphalt pavement for employees' cars (2) with parking spaces measuring 2.5x5 m. To the right of the designed building are the Central Statistical Office (3) with parking for employees (4) and the building of the Research Institute (5) with parking (6).

Entry to the territory adjacent to the building is carried out along a local passage 5  m wide. A footpath 3m wide leads to the main entrance of the house, passing through the landscaping zone separating the main highway from the buildings. To connect with existing buildings, footpaths 2 m wide are arranged.

Landscaping: shrubs and deciduous trees. 

Building area - 317.6 m2 

The terrain is relatively calm.

Orientation of the building along axes 1-5 to the south, along axes A-B to the west.

II. Architectural and structural part

1. The building has a plan size of 24.89 x 12.76 m.

2. Building area - 317.6 m2

5. The width of the building with axes is 12.0 m.

6. Building length in axes -24.0 m

7. Building height - 8.5 m

8. Construction volume - 2699.6 m3

9. Total area - 492.07 m2

10. The number of floors in the building is 2, with a basement.

11. The layout elevation of 0.000 is the level of the ground floor, which corresponds to an absolute elevation of 249.20.

12. The building has 1 entrance, which serves to enter personnel, deliver consumables and evacuate people.

On the 1st floor of the building there is a lobby with a wardrobe and working groups. On the 2nd floor - the accounting office, the office of the head of the MSS, the warehouse, archive, departments and auxiliary groups.

2.2.Structural solution of the building

Structural diagram of the building

Structural scheme is adopted with bearing external and internal brick walls. Prefabricated slabs resting on two sides on bearing brick walls are connected to each other and to walls by reinforcement anchors along each side (pitch of anchors in 3 m) and rest on walls not less than 120 mm. In longitudinal direction prefabricated slabs rest on walls not more than 100mm. 

Spatial stiffness and geometric immutability

Spatial rigidity and geometric invariability of the building is provided by a system of external and internal load-bearing walls rigidly connected to each other by an intermediate floor. Floor slabs are fixed to walls and to each other by means of special steel anchors, forming a horizontal stiffening disk.

Features

Reinforced Concrete Tape Foundations

External  walls - brick made of hollow brick of the brand KRC/100/1480/35 GOST 53080 thickness 510 mm;

Internal brick walls made of hollow brick of CRC/100/1480/35 grade GOST 53080 with a thickness of 380 mm 

Gypsum concrete partitions 100 mm 

Covering prefabricated reinforced concrete panels in series 1.141-1

Roof four-layer roll carpet with foam concrete insulation U = 600 kg/m3

 Poles linoleum  (main rooms);

ceramic tiles (in bathrooms);

concrete (ventilation chambers),

Wooden windows paired as per GOST 11214-86

Wooden doors as per GOST 6629-88

Finish external stitching

Finishing internal plaster, wallpaper, coloring with improved oil or water emulsion paint, glazed tiles in bathrooms 

1) Floor panels

Floor slabs are fixed to walls and to each other by means of special steel anchors, forming a horizontal stiffening disk.

2.5.Population elements. Specification

Windows are glazed openings in walls. They pass sunlight into the room, connect the room with outdoor space, with nature and protect against cold, overheating, wind, rain, snow and street noise. The structure of translucent vertical barriers usually consists of a window box in combination with opening or blind frames - bindings inserted into them. The bindings are filled with glass. The bottom of windows - window sills are usually arranged at a height of 800900 mm from the floor of the room. It is desirable to bring the top of the window as close as possible to the ceiling, which provides better illumination in the depths of the room. The material from which the boxes and bindings are made is wood. 

Doors for mass low-rise buildings are made of wood. In this project , open internal and external doors with conventional sound insulation are used. The width of the doors from the conditions for evacuating people from the building in case of fire. To ensure quick evacuation, all doors in the way of movement of people open along the outward movement. Door boxes are fixed in the openings with wooden plugs embedded in the walls. Doors leading to the outside and to the bathroom rooms are made with thresholds, doors in other rooms without thresholds.

Wooden door boxes are made of dry wood. External doors are made of aluminium profiles, glazed.

III. Design Part

3.1. Calculation of foundation depth

The foundations are designed to transfer the load from the building to the base. They are necessarily arranged under all vertical supporting structures (columns, supporting walls), so they must meet the requirements of strength, stability, durability, processability of the device and economy. By appearance, the foundations are tape, solid, and pile. Depending on the construction technology - prefabricated and monolithic.

This course design adopts reinforced concrete strip foundations in view of the fact that the supporting structures are brick walls.

The depth of foundation laying or the distance from the planned ground elevation to the bottom is taken depending on the purpose of the building and its structural features, the presence of underground communications, the size and nature of the loads, geological and hydrogeological conditions of the construction site and the climatic conditions of the area.

In accordance with the conditions of the assignment, the scope of this project is the IB climatic area with normal geological conditions .