Vehicle Repair Shop-Ar

Contents

Introduction

1. Source Data

1.1 Characteristics of the climatic area

1.2 Relief Characteristics

1.3 Fire resistance and explosion and fire safety characteristics

2. Process Part

2.1 Process direction

2.2 Process Zones

2.3 Lifting equipment

2.4 Process zones with aggressive environments

3. Space planning solutions

3.1 Parameters of the designed building

3.2 Rooms and partitions

3.3 Gate

3.4 Windows

3.5 Floors

3.6 Roof

3.7 Calculation of water intake funnels

3.8 Facade

3.9 Plot Plan

4. Design Solutions

4.1 Justification of design system selection

4.2 Ensuring geometric stability and rigidity of the building

4.3 Substantiation of frame material selection

5. Main construction indicators

5.1 Building area

5.2 Total area

5.3 Construction Scope

Sources used

Introduction

The course project on the topic: "Workshop for the repair of motor vehicles" was developed on the basis of a task issued by the Department of Architecture and Urban Planning, existing building codes and regulations, GOST and other regulatory documents. The project is executed according to the curriculum plan.

Process Part

2.1 The process in the base has a horizontal orientation running along three parallel lines.

2.2 The following process zones are provided in the process:

• Loading and unloading area

• Storage area

2.3 Three process directions for movement of process loads are equipped with cranes:

• Bridged - load capacity 12.5 t

2.4In the process area of loading and unloading there are aggressive media in relation to construction materials and floor covering - automotive oils, as well as liquid and binding substances used to lubricate parts of cranes and other equipment.

Space planning solutions

3.1 On the basis of the parameters of the process part, as well as on the basis of regulatory documents on construction codes and regulations, GOST and other regulatory documents, we designed the building:

• Rectangular shape

• Dimensions in the plan 48x108 m

• 14.6 m high

• Single storey

3.2 Process zones are interconnected and do not have dividing partitions.

3.3 The building has 3 gates for railway transport (3.0x4.0 m), which can also serve as evacuation exits.

3.4 Based on the category of visual works, we provide two tiers of windows:

• Dimensions of windows of the first tier 18.0x3.6 m and 12.0x3.6 m

• Dimensions of windows of the second tier 18.0x1.2 m and 12.0x1.2 m

3.5 Floor structures are designed according to the requirements for floors and floor loads (see floor explication on sheet 5).

3.6 Roof of the building with a slope of 1.5%. The roof structure provides anti-aircraft lights for additional lighting of the building. Also in the roof structure there are catchment funnels with a diameter of 370 mm. A parapet is located at the edges of the roof at a height of 600 mm from the edge of the coating.

3.7 Calculation of the number of water intake funnels.

Four catchment areas are 648 m2 each. According to the table "Maximum allowable catchment areas per water intake funnel" we determine that three funnels should be installed. We take three funnels for each catchment area. But since the areas are connected to each other, the three central funnels work on two areas. Thus, the total number of funnels is 9.

3.8 The facade is solved in strict and concise form. Brick inserts are provided in places of gate arrangement. In solving architectural and artistic problems, various wall filling materials were used (texture bricks, panels with improved texture decoration) and the basic principles of coloristics.

3.9 The building is oriented taking into account the direction of the prevailing winds. Black and red elevations are defined for the location of the building on the site, and the nodes are tied to the construction grid. Around the building there is a bridge, as well as special roads and entrances to the building. Also on the site there is a separate administrative complex, which is not connected to the warehouse by a gallery.

Fire and evacuation stairs are provided along the perimeter of the building.

Design Solutions

4.1 According to the functional purpose of the building and the developed space-planning solutions, as well as according to regulatory documents, we have chosen the frame structure of the building (requirements of large internal spaces and availability of crane equipment).

4.2 Geometric invariability and rigidity of the building are provided in the transverse direction by transverse frames formed by columns rigidly embedded in a glass-type foundation, with a pitch of 6 m and 12 m and reinforced concrete trusses 18 m long, resting on these columns. In longitudinal direction rigidity is provided by crane beams, girders, as well as vertical links installed in the middle of the building in each row of load-bearing columns.

4.3 The material of the frame is reinforced concrete, since at the specified dimensions of the workshop it is necessary to use prefabricated reinforced concrete structures and a reinforced concrete substructuring system, the manufacture of which is carried out at the construction industry enterprises located near the construction region.

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