Design of a 9-storey residential building at different levels in Orel

Contents

Introduction

Summary

1. Feasibility Study for Design Option Selection

1.1 General provisions

1.2 Calculation of estimated cost of construction and installation works

1.3 Calculation of capital investments for the purchase of construction equipment

1.4 Characteristics of the main design solutions

2. Architectural and construction section

2.1 General part

2.2 General characteristics of the building

2.3 Space planning solutions

2.3.1 Foundations

2.3.2 Exterior walls

2.3.3 Exterior Finishes

2.3.4. Partitions

2.3.5 Floors and coverings

2.3.6 Interior Finishes

2.3.7 Floors

2.3.8 Windows and doors

2.3.9 Kitchens

2.3.10 Bathrooms and sanitary units

2.3.11 Stairwell

2.3.12 Elevators

2.3.13 Heating

2.3.14 Water supply

2.3.15 Sewerage

2.3.16 Power supply

2.3.17 Garbage duct

2.4 Technical and economic indicators

2.5 Climatic characteristics of Orel

2.6 Heat Engineering Calculation

2.6.1 General provisions

2.6.2 Outer Wall Calculation

2.6.3 Calculation of thickness of attic insulation

2.6.4 Determination of heat absorption index of floor surface

2.7 Development Master Plan Decision

3. Design Section

3.1 Calculation of reinforced concrete strip pedestals of pile foundations

3.1.1 Calculation of reinforced concrete strip pedestals of pile foundations for external walls

Calculation of transverse rods

Calculation for push-through

3.2.1 Calculation of reinforced concrete strip pedestals of pile foundations for internal walls

3.2.2 Calculation of transverse rods

3.2.3 Calculation for push-through

3.3.1 Calculation of precast reinforced concrete march

3.3.2 Determination of loads and forces

3.3.3 Preliminary assignment of dimensions of the cross section of the march

3.3.4 Calculation of inclined section for transverse force

3.4.1. Calculation of reinforced concrete slab

3.4.2. Define Loads

3.4.3 Calculation of the plate shelf

3.4.4 Calculation of frontal edge

3.4.5 Calculation of inclined cross section of frontal rib for transverse force

3.5 Calculation of multi-stop slab

3.5.1 Calculation by limit states of the first group

3.5.2 Calculation of multi-stop plate by limit states of the second group

3.5.3 Pre-stress loss of valves

3.5.4 Calculation by crack formation,

normal to longitudinal axis

3.5.5 Calculation of plate deflection

4. Foundations and foundations

4.1 General provisions

4.2 Engineering and geological conditions of the construction site

4.3 Measures to reduce deformations due to frost straining forces

4.4 Measures for the period of operation of buildings and structures for soil protection based on excess water saturation

4.5 Technical Instructions for Construction of Pile Foundations

4.6 The solution and geo-ecological approach to the problem of the adjacent foundations are applied

5. Construction production technology

5.1 General provisions

5.2 Earthworks

5.3 Piling Procedure

5.4 Technology of erection of cast-in-situ reinforced concrete pile

5.5 Safety precautions during works

5.6 Reinforcement of cast-in-situ reinforced concrete pile

5.7 Concreting

5.8 Concrete mix supply and distribution equipment

5.9 Laying of concrete mixture

5.10 Quality control and acceptance of works

5.11 Compaction of concrete mixture

5.12 Features of concrete works at negative temperatures

5.13 Installation of wall foundation blocks

5.14 Layered masonry

5.15 Floor slabs

5.16 Installation works

5.17 Stone works

5.18 Roof

5.19 Requirements for roofing

5.20 Insulation Layer Requirements

5.21 Operational quality control of construction works

5.22 Determination of crane parameters

6. Economy and organization of construction

6.1 Determination of estimated construction cost

6.2 Determination of estimated cost in local and object estimates

7. Occupational and environmental protection

7.1 Analysis of hazardous and harmful factors

7.2 Safety features during construction

7.3 Occupational safety of excavator drivers

7.3.1 Safety requirements before starting operation

7.3.2 Safety requirements during operation

7.3.3 Safety requirements in emergency situations

7.3.4 Safety requirements upon completion of operation

7.4 Occupational safety of masons

7.4.1 Safety requirements before starting operation

7.4.2 Safety requirements during operation

7.4.3 Safety requirements in emergency situations

7.4.4 Safety requirements upon completion of operation

7.5 Ensuring fire safety

7.6 Environmental protection measures

7.7. Lighting Calculation

7.7.1. Temporary lighting

7.7.2 Calculation of searchlight of the construction site

7.7.3 Calculation of searchlight of construction area by method of light flux

7.7.4 Calculation of site searchlight by specific power method