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Coursework Project on Building Architecture

  • Added: 26.09.2019
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Description

One-story industrial building located in the city of Chelyabinsk. The building is single-span, the width of the span is 30 meters. The length of the building is 72 meters, the columns are metal, the pitch of the supporting columns is 6 meters. The building is equipped with two overhead cranes with a lifting capacity of 3 tons each. For entry and exit, there are several gates located in two ends of the building.

Project's Content

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Additional information

Contents

Contents

Introduction

1. Plot plan of the development site

2. Space-planning solution of the building

3. Constructs subterranean elements of a building. Bases

4. Building Framing Design

4.1 Columns

4.2 Farms

4.3 Coating

4.4 Walls

5. Window openings and gates

6. Roof

7. Floors

8. Heat Engineering Calculation of Enclosing Structure

Conclusion

List of literature

Introduction

It is required to design a one-story industrial building located in the city of Chelyabinsk. The building is single-span, the width of the span is 30 meters. The length of the building is 72 meters, the columns are metal, the pitch of the supporting columns is 6 meters.

The building is equipped with two overhead cranes with a lifting capacity of 3 tons each.

For entry and exit, there are several gates located in two ends of the building.

It is necessary to develop basic drawings, assemblies in accordance with the task and perform heat engineering calculation of the enclosing structure .

The initial design data is as follows:

Climatic area - I

Climate Subdistrict - IB

Air temperature of coldest days, ° С -39

Air temperature of the coldest five days, ° С -35

Heating period duration, days - 218

Average monthly relative air humidity of the coldest month,% - 78

Average monthly relative air humidity of warmest month,% - 88

Rainfall for April - October, mm - 335

Rainfall for November - March, mm - 104

The prevailing wind direction for December - February - SZ

Prevailing wind direction for June - August - NW

Minimum of average wind speeds per rumba for July, m/s - 4.5

The maximum of the average wind speeds in rumbes in January, m/s, is 3.2

Data are taken for SNiP 230199 "Construction climatology," Table 1 - Climatic parameters of the cold period of the year, Table 2 - Climatic parameters of the warm period of the year.

Functional fire hazard class - F 5.1

Structural fire hazard class - C0

Fire resistance rating of the building - I

Data taken as per SNiP 210197 "Fire safety of buildings and structures"

Plot plan of the development site

The general plan of an industrial enterprise is a comprehensive solution for the planning, development, transport, engineering communications and improvement of the production territory.

The general plan includes the designed building itself, as well as road junctions around it and landscaping.

The designed section has dimensions of 76x111.5 m. The master plan is made according to the type of depth layout, taking into account the location of the section, technological processes, traffic flows and terrain.

A roundabout is provided around the industrial building. There is room for parking for workers. There are enough green spaces around the enterprise that perform a sanitary and protective function. A checkpoint was installed on the way of workers on the sidewalks.

On the designed master plan, the connection between individual zones corresponds to the technological process, and the production flow has the smallest length.

In the pre-factory zone, a checkpoint, car parking with a capacity of 120 cars was designed.

The plan shows the routing of roads and highways and designed pedestrian and passenger tracks that do not intersect with freight tracks.

The master plan has been completed according to all requirements in accordance with SNI8980 * "Master Plans of Industrial Enterprises" and GOST 21.50893 "Rules for Execution of Working Documentation of Master Plans of Enterprises, Structures and Housing and Civil Facilities."

To the left of the general plan the wind rose of the city of Chelyabinsk is constructed. This is a vector diagram characterizing the wind mode at a given place according to long-term observations and looks like a polygon in which the lengths of the rays diverging from the center of the diagram in different directions are proportional to the repeatability of the winds of these directions. The wind rose, built according to real observation data, allows you to identify the direction of the prevailing wind along the length of the rays of the constructed polygon, from the side of which the airflow most often comes to this area, which is especially relevant when designing production buildings.

Space-planning solution of the building

The basis of the space-planning solution of the industrial building is the production process diagram. The building should be designed so that the production process is organized most rationally, and the best working conditions for the workers would be created.

The building consists of one span of 30 meters each, 72 meters long. The elevation to the bottom of the rafter structure is set at 9.6 m. The load-bearing frame of the building consists of metal I-columns, bearing structures of the coating - steel trusses that form transverse frames. In the longitudinal direction, these frames are connected by a coating of reinforced concrete slabs. To ensure stability, portal metal links are installed in extreme rows of columns and in the middle row to prevent frame displacement. Metal bonds are also arranged along the top and bottom of the farms to ensure stability.

Conclusion

The course project has developed a production building. This building uses metal structures that have a high bearing capacity. These structures are distinguished by durability, industriality, ease of installation, allow you to put the building into operation in a short time.

During the work on the course project, I studied the techniques of space planning solutions and the functional basis of design, the laws and principles of architectural and structural design of buildings. I have selected structural structures in accordance with the task and developed architectural drawings of the building.

Drawings content

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