Sports school for 300 people

Contents

Introduction

1. Architectural and construction section

1.1. Workshop Process

1.2. Variant design of the building cover and selection of the optimal

option

1.3. Master Plan Solution

1.4. Development of space-planning solution of the building

1.4.1. Heat Engineering Calculation

1.4.2. Lighting Engineering Calculation

1.4.3. Description of structures of the designed building

2. Design section

2.1. Cross Frame Calculation

2.1.1. Load collection on the frame

2.1.2. Static Frame Calculation

2.1.3. Compiling the calculation effort table

2.2. Column Calculation

2.3. Foundation Calculation for Column

2.4. Coating Shell Calculation

2.4.1. Shell Geometry

2.4.2. Defining Grid Features

2.4.3. Define the main forces in the shell and select slab sections

2.4.4. Selection of reinforcement in slabs by main tensile forces

2.4.5. Calculation of shell elements for transverse bending moments

2.4.6. Calculation of the shell for stability

3. Division of technology, organization of construction production

3.1. Process Description

3.2. Select Gripping Devices

3.3. Selection of vehicles

3.5. Organizational and technological diagram of construction

3.6. Network Planning and Calculation

3.7. Scheduling

3.8. Development and optimization of the schedule

3.9. Defining Temporary Warehouse and Building Areas

3.10. Calculation of warehouses

3.11. Construction Master Plan

3.12. Calculation of construction site water supply

3.13. Calculation of construction site power supply

4. Construction Economy Division

4.1. Determination of estimated cost

4.1.1. Local Cost Estimate

4.1.2. Local estimate for internal special works

4.1.3. Object estimate

4.2. Summary Estimate Calculation

4.3. Technical and economic indicators

5. Section "Life Safety"

5.1. Occupational safety

5.1.1. Introduction

5.1.2. Explanatory part

5.1.3. Design part

5.1.4. Construction and installation works

5.1.5. Electrical safety

5.1.6. Fire safety

5.2. Safety in emergency situations

5.2.1. Classification and general characteristics in emergency situations

5.2.2. Conditions and stages of emergency development

5.2.3. Principles and Methods of Providing BJD in Emergency Situations

5.2.4. Basic Emergency Management Scenarios

5.2.5. Characteristics of technogenic emergency situations

6. Section of ecology

6.1. Maximum permissible emission of pollutants

6.2. Identification of environmental hazard categories

6.2.1. Calculation of annual emissions

6.3. Calculation of emissions of harmful substances into the atmosphere by road

6.4. Assessment of pollution damage

Literature

Introduction

The modern technical level of production development, the growth of labor productivity requires from the workers of various spheres of activity not only appropriate qualifications, high education, political and cultural level, but also good health, good general physical fitness, since the achievement of success and the preservation of efficiency for many years largely depend on these factors.

Sports, mass and fitness work is taking on an increasing scale everywhere. Sports schools play a fundamental role in this.

In connection with the above, the topic of the diploma project was chosen: "Sports school for 300 people."

Efficiency of space-planning and structural solutions of public buildings and structures is determined by compliance with technological purpose and costs of materials and facilities for erection.

Currently, the question is raised about the quick and purposeful conduct of design and design developments that will ensure the creation and development of fundamentally new technical and technological solutions.

The efficiency of capital investments depends on a dramatic improvement in design in construction.

The diploma project was developed taking into account the modern requirements of scientific and technical progress, achievements of science and technology in the field of construction.

The general trend in sports construction is the increasing number of indoor facilities, due to the fact that indoor facilities can be engaged all year round and hold competitions all year round.

1.4. Development of space-planning solution of the building

Sports buildings and structures are designed as a link in the system of cultural and consumer services of the population according to urban planning and special standards in accordance with the planning structure of this settlement.

The space planning solution is selected based on the functional process. The space planning solution is to arrange the rooms as conveniently as possible according to their functional assignments.

The sports school was developed on the basis of the instruction of SniP I7678. "Sports facilities."

Liability class II, fire resistance grade II.

The building has a complex plan shape and is located in axes 114, rows of AM, has a size of 54x75 m.

The building is different.

There is a basement in the sports building.

The nomenclature of spaces and their location and functional purpose are presented in the section "Functional process of the building."

The coating above the large gym is accepted in the form of a shell of two positive Gaussian curvature with a plan size of 24x30m.

The coating insulation is made of mineral wool slabs p = 600 kg/m2. The roof is rolled, consisting of 4 layers of ruberoid on bitumen mastic. The base for the roll carpet is a cement brace. Under the insulation layer there is a vapor insulation layer consisting of a ruberoid layer.

Double glazed stained glass windows - aluminum.

Partitions with a thickness of 120 mm are made of clay brick of grade 100 on cement mortar of grade 50 with reinforcement 2ø6 A-I through three rows of masonry.

Suspended acoustic ceilings are arranged in a large gym.

Sound convergence of ceiling is achieved by curvature of shell location. Maintenance of lamps in the gym is performed from above and in the inter-consolidated space.

The floors in the large gym are wooden, painted with oil paint, in the bathrooms and showers the floor is lined with ceramic tiles, in the locker rooms the floor is made of linoleum, the floor in the lobby and corridors is covered with marble slabs.

Window bindings are painted with white oil paint, door blocks are lined with decorative film.

The porch is lined with marble slabs.

Erect the building in accordance with the requirements of the current regulatory documents. Finishing works shall be performed only after roofing and laying of all utilities.

Natural lighting is arranged on one longitudinal side of the hall. Light openings begin at 1.8m above floor level. End light for sports games with the ball is not allowed.

Minimum illumination rate 1/6 of glazing area to building floor area.

The minimum standard of artificial illumination on the floor surface during training 200 lx, during competitions 300 lx.

Game arenas have a rectangular shape. This configuration is responsible for the largest number of activities.

Escape routes for spectators from the halls are designed in accordance with the requirements of SNIP II6085 and SNIP II7678. The width of escape routes should be at least 1 m for horizontal passages.

The total width of evacuation exits from the building should be at least the total width of evacuation exits from the hall to the lobby.

The sports school is one of those types of buildings that play a significant urban planning role and are architectural and artistic dominants in urban development and planning.