Residential complex in the microdistrict "Vulka-3" in the city of Brest

Contents

Table of contents

Introduction.. ___

1 Architectural and construction section.. ___

1.1 General plan.. ___

1.2 General characteristics of the designed building ___

1.3 Space-planning solution of the building.. ___

1.4 Structural solutions of the building ___

1.5 Finishing of the building.. ___

1.6 Determination of heat transfer resistance.. ___

1.6.1 Determination of heat transfer resistance of the outer wall.. ___

1.6.2 Determination of heat transfer resistance of the attic floor. ___

1.7 Calculation of steam permeability resistance... ___

1.7.1 Calculation of wall for steam permeability resistance. ___

1.7.2 Calculation of attic floor for steam permeability resistance. ___

2 Design section.. ___

2.1 Calculation and construction of reinforced concrete multi-pillar slab. ___

2.1.1 Initial data... ___

2.2 Determination of design span of slab.... ___

2.3 Determination of loads and forces in the plate... ___

2.4 Calculation of the strength of normal sections of the plate during operation.. ___

2.5 Determination of geometric characteristics of section.. ___

2.6 Preliminary stresses in valves.... ___

2.7 Calculation of strength of inclined sections.... ___

2.8 Calculation of plate strength in the stage of manufacture and installation.... ___

2.9 Calculation of normal crack formation during operation.... ___

2.10 Calculation by the formation of cracks inclined to the longitudinal axis of the plate during operation... ___

2.11 Calculation on formation of normal cracks in the manufacturing stage (in place

installation of mounting plate)... ___

2.12 Calculation of slab by deformations.. ___

3 Technology of construction production.. ___

3.1 Job Instruction for Construction of Residential Building Foundations.. ___

3.1.1 Scope of application...... ___

3.2 Regulatory References ___

3.3 Characteristics of the main materials and articles used.... ___

3.3.1 Requirements for transportation of materials and articles..... ___

3.3.2 Requirements for storage of materials and articles..... ___

3.4 Organization and procedure of works execution. ___

3.4.1 Characteristics of foundations... ___

3.4.2 Definition of nomenclature and scope of work.... ___

3.4.3 Filling the specification of prefabricated elements.. ___

3.4.4 Calculation of scope of work.. ___

3.4.5 Installation of tape foundations..... ___

3.4.6 Construction of monolithic foundation. ___

3.4.7 Selection of installation crane.. ___

3.5 Requirements for logistical resources...... ___

3.5.1 Need for materials and articles..... ___

3.6 Safety, safety.. ___

3.6.1Security during installation works.. ___

3.6.2 Safety precautions during concrete works.... ___

3.6.3Technics of safety during insulation works. ___

3.7 Calculation and rationing of labor costs ___

3.8 Technical and economic indicators... ___

4 Organization of construction production ___

4.1 Construction Organization Project. ___

4.1.1 General characteristics of the construction site... ___

4.1.2 Space-planning and structural characteristics of construction facilities ___

4.1.3 Development of a schedule for the construction of a complex of buildings and structures ___

4.1.3.1 Title list of construction facilities. ___

4.1.3.2 Determination of construction duration ___

4.1.3.3 Formation of complex flow structure. ___

4.1.3.4 Methods of basic construction and installation works. ___

4.1.3.5 Development of the organizational and technological model of the planning plan for the construction of the housing and civil complex.. ___

4.1.3.6 Drawing up a schedule for the construction of the complex.. ___

4.1.3.7 Work schedule of the preparatory period.. ___

4.1.4 Resource calculations within the PIC... ___

4.1.5 Calculation and design of temporary construction facilities.. ___

4.1.5.1 Calculation and design of temporary buildings... ___

4.1.5.2 Calculation and design of storage facilities.. ___

4.1.6 Technical and economic indicators of the construction organization project ___

4.2 Work Execution Project.. ___

4.2.1 Brief description of the construction site. ___

4.2.2 Justification of standard construction duration... ___

4.2.3 List of main CIW volumes. ___

4.2.4 Calculation of standard labour intensity, machine time costs and materials for the construction of the facility... ___

4.2.5 Selection of the best option for the organizational decision of the PPR.. ___

4.2.5.1 Initial data ___

4.2.5.2 Calculation of the investor's economic effect. ___

4.2.5.3 Calculation of the economic effect of the contractor.. ___

4.2.5.4 Calculation of the overall economic effect.. ___

4.2.6 Design and calculation of the schedule in the form of a complex network. ___

4.2.7 Calculation and design of construction plan objects ___

4.2.7.1 Calculation of storage facilities.. ___

4.2.7.2 Calculation and design of temporary buildings... ___

4.2.7.3 Development of water and power consumption schedules of the construction site ___

4.2.8 Planning of integrated brigade operation. ___

4.2.8.1 Characteristics of the brigade and the works assigned to it... ___

4.2.8.2 Calculation of standards of labor costs and wages for the brigade complex of works. ___

4.2.8.3 Calculation of the professional, qualification and numerical composition of the brigade.. ___

4.2.8.4 Development of an operational task plan for the brigade for one month.. ___

4.2.8.5 Technical and economic parameters of the brigade operation. ___

4.2.9 Technical and economic parameters of the work execution project... ___

5 The economy of construction... ___

5.1 Object estimate in prices for 01.01.2006 g ___

5.2 Local estimate for civil works.. ___

5.3 Local estimate for internal sanitary works.. ___

5.4 Local estimate calculation for electrical installation and low-current works ___

5.5 Object estimate in prices for 01.03.2013 ___

5.6 Local estimate for 72-apartment dwelling...... ___

5.7 Local estimate for a 65-apartment dwelling..... ___

5.8 Local estimated calculation on the power grid... ___

5.9 Local calculation for roads ___

5.10 Local estimate for low-current networks... ___

5.11 Local estimated calculation on the water supply network... ___

5.12 Local estimate on the sewage network ___

5.13 Local estimate calculation on heat supply network. ___

5.14 Local estimated calculation on the gas supply network ___

5.15 Local estimate for landscaping and landscaping.. ___

5.16 Explanatory note to the consolidated estimate for the construction of a residential complex in the Vulka-3 microdistrict in Brest (detailed development of 36 sq.

residential building)... ___

5.17 Consolidated cost estimate for construction... ___

5.18 Calculation of funds related to application of forecast price indices in construction ___

6 Occupational safety. ___

6.1 Analysis of labor protection conditions at the construction site.. ___

6.2 Safety precautions for earthworks... ___

6.3 Safety precautions for foundation construction ___

6.4 Safety precautions for waterproofing... ___

6.5 Safety precautions during storage of prefabricated railway elements... ___

6.6 Fire safety at the construction site. ___

6.7 Calculation of stability of KS-5363 self-propelled crane.... ___

Conclusion. ___

List of sources used ___

Introduction

Construction is one of the main areas of human production. The variety of structures of buildings and structures gives rise to the need to develop and apply a wide range of construction technologies. The study of construction production technology is based on knowledge in the field of building materials and products, making architectural and planning decisions, structural systems of buildings and structures, organization and management of construction, construction machines, labor protection and safety.

The main task of construction is the most efficient use of capital investments, the commissioning of new capacities (buildings, structures) in the shortest possible time with minimal costs.

This task can be solved by in-line organization of labor, complex mechanization of construction and installation works, introduction into construction production of the latest scientific developments and advanced methods of work of innovators and increase the level of industrialization of construction, development of a system of quality control of works, compliance with health, safety and fire safety rules.

The use of precast reinforced concrete, which is accepted as the basis to the maximum extent possible in the developed diploma project, allows you to mechanize the work as much as possible and significantly reduce the construction time.

The minimum costs for the construction of facilities can be ensured with universal variant design, both when making design and planning decisions, and when choosing the technology for the execution and organization of construction processes.

The high quality of construction works, which in turn depends on the quality of engineering and geological surveys, design work and the construction of the facility, also contributes to the improvement of construction efficiency.