240-seat preschool for children

Contents

1. Architectural and construction section

1.1. Source Data

1.2. Space Planning Solution

1.3. Constructive solution

1.4. Engineering equipment

1.5. Heat Engineering Calculation

1.5.1. Heat Engineering Calculation of Wall Panel Design

1.5.2. Thermal calculation of attic floor

1.6. Technical and economic indicators

1.7. Specification of Opening Infill Features

2. Design section

2.1. Calculation of Interstage Floor

2.1.1. Collection of load on the girder

2.1.2. Determining Cross-Section Forces

2.1.3. Selection of beam section from rolling I-beam

2.1.4. Check accepted section

2.1.5. To Calculate a Reference Edge of a Column Join

2.2. Calculation of Attic Floor

2.2.1. Collection of load on the girder

2.2.2. Determining Cross-Section Forces

2.2.3. Selection of beam section from rolling I-beam

2.2.4. Check accepted section

2.2.5. To Calculate a Reference Edge of a Column Join

2.3. Column Calculation

2.3.1. Column Load Collection

2.3.2. Selection of column section from rolling I-beam

2.3.3. Check accepted section

2.3.4. Column Base Calculation

2.3.5. Constructing Beam Join to a Column

3. Section "Foundations and Foundations"

3.1. Hydrogeological conditions

3.2. Assessment of foundation soils

3.3. Determination of pile pile depth

3.4. Collection of loads acting on the foundation

3.5. Foundation slab calculation

4. Section "Construction Production Technology"

4.1. Introduction

4.2. Routing for foundation slab concreting

4.2.1. Characteristics of the construction site

4.2.2. Calculation of work quantities and calculation of labor costs

4.2.3. Selection of suitable formwork type

4.2.4. Selection of main machines and mechanisms

4.2.5. Calculation of tower crane technical parameters

4.2.6. Justification of technical decisions taken

4.2.7. Quality Control and Acceptance

4.2.8. Occupational safety and environmental safety measures

4.2.9. Technical and economic indicators of the project

4.3. Job Instruction for Installation of Building Metal Frame

4.3.1. Characteristics of the construction site

4.3.2. Calculation of work quantities and calculation of labor costs

4.3.3. Selection of main machines and mechanisms

4.3.4. Technology of building structures installation

4.3.5. Safety precautions during works

4.3.6. Quality Control

4.3.7. Technical and economic indicators

5. Economic section

5.1. Estimated part

5.2. Local estimate

5.3. Object estimate

5.4. Construction Summary Estimate

6. Construction Organization and Management Section

6.1. Schedule

6.2. Construction Master Plan

6.2.1. Need for sanitary facilities

6.2.2. Calculation of storage building areas

6.2.3. Rationale for Construction Plan Design

7. Section "Occupational Safety and Safety"

7.1. Introduction

7.2. Classification of harmful factors

7.3. Vibration

7.4. Dust content of air

7.5. Dust protection

7.6. Effects of toxic substances

7.7. Lighting

7.7.1. Calculation of site lighting

7.8. Noise

7.9. Environmental safety

8. List of used literature

Introduction

This thesis is devoted to the most pressing problem facing the authorities of the city of Khanty-Mansiysk - the lack of places in preschool institutions.

Currently, in the city of Khanty-Mansiysk, due to the constant growth in the population, there is a shortage of places in preschool institutions, which negatively affects the younger generation, which grows without proper education. As a result of this, I propose a draft thesis, where the building of a kindergarten in the city of Khanty-Mansiysk is considered. In the western region of Samarovo, where the kindergarten will be located, an increase in the population is expected. Therefore, there is a particularly acute problem in the construction of kindergarten.

The new kindergarten building is designed to receive physical, intellectual, labour and aesthetic education of children in accordance with their age and individual characteristics.

In the kindergarten building there is:

on the ground floor - rooms for 4 groups of nursery age;

on the second and third floors - premises for 9 groups of preschool age.

Also in the building there is a sauna, a swimming pool, a sports hall.

Having a kindergarten will allow:

Improve the quality of child-rearing;

create additional jobs;

Provide comprehensive training for children in school life;

Improve the safety of children.

Schedule

Schedule - schedule of requirements for work personnel and material and technical resources. According to the calendar plan, the need for labor and material and technical resources, as well as the timing of deliveries of all types of equipment, are calculated in time. On the basis of the calendar plan, they monitor the progress of work and coordinate the work and the performers. The work dates calculated in the schedule are used as starting dates in more detailed planning documents.

The initial data for the scheduling is the estimates.

The schedule is made taking into account the work alignment. It does not take into account the work carried out during the preparatory period (road construction, laying of permanent communications).

Calculation of storage building areas

It is performed based on the scope of work performed at the construction site.

1. Unheated warehouse:

material and technical;

for cement storage;

lime storage;

for storage of gypsum.

2. Canopies:

for reinforcement steel;

for ruberoid, toli, facing tiles, etc.;

for carpentry and carpentry products.

The use of prefabricated buildings is recommended.