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Industrial complex in Vyksa- AR

  • Added: 09.07.2014
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Description

Course project. Drawings, Explanatory Note

Project's Content

Name Size
icon promyshlennyj_kompleks_v_gorode_vyksa2.rar
705 KB
icon Промышленный комплекс в городе Выкса
icon Записка арх.doc
927 KB
icon Промышленный комплекс в городе Выкса.cdw
469 KB
icon Промышленный комплекс в городе Выкса.cdw.bak
536 KB
icon Узел 1.cdw
58 KB
icon Узел 2.cdw
64 KB
icon Узел 2.cdw.bak
93 KB
icon Узел 3.cdw
60 KB

Additional information

Contents

1 Job

2. Introduction

3. Development of space-planning solution

3.1 Space-planning solutions of the production building

3.2 Space-planning solutions of the administrative household building

4. Design Solutions

4.1 Structural solutions of the production casing

4.1.1 Foundations

4.1.2 Foundation beams

4.1.3 Columns

4.1.4 Crane beams

4.1.5 Rafters

4.1.6 Substructures

4.1.7 Coating plates

4.1.8 Wall panels

4.1.9 Windows

4.2 Structural solutions of the administrative-domestic complex

4.2.1 Columns

4.2.4 Slabs

4.2.5 Wall panels

4.2.6 Windows

5. List of literature used

6. Applications

6.1 Appendix 1 Lighting Engineering Calculation

6.2 Appendix 2 Heat Engineering Calculation

6.3 Appendix 3 Acoustic calculation

Introduction

General design provisions for production buildings.

The execution of a production building project consists of several sequential steps.

At the initial design stage, a production and process diagram is drawn up. It establishes the sequence of production operations of the technological process and the arrangement of technological equipment in accordance with the layout diagram of the industrial premises. Based on this, at the second stage of design, the general dimensions of the building are determined, i.e. its geometric dimensions in plan and height, the structure and number of workers of the workshop are determined. At this stage, the demand for materials and energy resources, cargo turnover is calculated.

Based on these data, the demand for lifting and transportation equipment and its parameters are determined.

The information obtained in the first and second stages of the design is the initial for the third stage, where the architectural and construction part of the project is developed, external and internal loads and impacts. The requirements of unification, typification, standardization are being implemented, compositional and architectural and artistic issues are being worked out. Thus, when performing the project of an industrial building, the designer must ensure that four main requirements are met:

1. functional and technological;

2. technical;

3. architectural and artistic;

4. environmental.

3. space-planning solutions

3.1 Space-planning solutions of the production building.

The designed building has common dimensions in axes A-B and 1-9 48m48m. The workshop consists of two spans: the first span 24 m wide, the second - 24 m long and 48m long with a prefabricated reinforced concrete frame. The one-story auxiliary building adjoins the workshop along the reinforced concrete span (in axes 6-9). The administrative complex has one entrance, as well as an internal passage to the workshop.

The pitch of the extreme columns of the building is 6 m, the pitch of the middle columns is 6 m; columns for overhead cranes, size 400x500. In the industrial building there is a suspended crane with a lifting capacity of 5 tons..

4. design solutions

4.1 Structural solutions of the production building

Frame of single-storey building with coating of flat elements consists of transverse trusses equipped with columns pinched into foundations and rafters pivotally resting on columns. In the longitudinal direction, the frames are connected by crane trusses, adjusting trusses, a rigid coating disk and, if necessary, by steel bonds.

Hard disk forms coating plates welded to rafters by means of grouting of seams.

Communications.

For stability in longitudinal direction steel links are installed in all rows between columns. Inter-column steel links are located within the height of the crane part. Columns, connections are cross and portal. For the pitch of columns equal to 6 m, and for 12 m - portal. Links are paired profiles (usually corners). Welding of embedded parts and anchor bolts is attached to the communication columns.

4.1.8 Wall panels.

In the design of buildings, walls built from wall panels are accepted. The construction of walls is structural (curtain), which perform mainly enclosing functions. Their mass is completely transferred to the columns of the frame and fachwerk with the exception of the lower tier, which rests on the foundation beams. According to the unification, the height of the main wall panels and blocks is taken to be 1.2 and 1.8 m, the height of the final wall panels is 0.6 m. The width of the main wall panels is 6m, the width of the spacer (intercolon) panels is 0.75m, 1.5m and 3m.

Wall panels shall be raised in height to comply with the following requirements:

1. base panel is taken equal to 1.2m.

2. 2 or more window blocks are further arranged.

3. wall panel is installed so that it covers crane beam.

4. window unit is installed.

5. horizontal seam of wall panels in the upper part of the building is made 600mm below the bottom of the bearing structures of the coating for ease of installation.

6. the uppermost wall panel shall be at least 600mm above the roof level.

7. window blocks are not installed in end walls and extreme steps of columns of longitudinal walls of the building.

8. The number, width and height of the window blocks are dictated by the lighting inside the building, i.e. depending on its width.

Drawings content

Промышленный комплекс в городе Выкса.cdw

Промышленный комплекс в городе Выкса.cdw

Узел 1.cdw

Узел 1.cdw

Узел 2.cdw

Узел 2.cdw

Узел 3.cdw

Узел 3.cdw
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