• RU
  • icon Waiting For Moderation: 0
Menu

Two-storey single apartment 5-room residential building with reconstruction elements

  • Added: 09.10.2021
  • Size: 6 MB
  • Downloads: 4
Find out how to download this material

Description

Dimensions of the building:

· Width of the building in axes A-B 10500 mm;

· Length of the building in axes 1-4 12300 mm;

· Height from zero elevation 9000 mm;

· Basement height 450 mm

The building has two floors, there is a basement. The building has a sectional volume-planning scheme.

On the 1st floor, the main rooms are:

· Living room

· Bedroom

On the 2nd floor, the main rooms are:

· Bedrooms

The building has three entrances:

· Main entrance. Equipped with inlet platform size a * b = 1950 * 1500mm, as well as four stages size b * h = 300 * 150mm

· Spare entrance. It has an inlet platform with a size of a * b = 1425 * 1500mm, as well as four stages with a size of b * h = 300 * 150mm

· Exit to the backyard. It has an inlet platform of a * b = 1425 * 1050mm, as well as four stages of b * h = 300 * 150mm.

Construction district of Alapaevsk. The normative depth of soil freezing is 1.9 m. Soils in the construction area are loam. The terrain is calm. Groundwater level - 5.4 m. Fire resistance of the building 3. Durability of building 2. Building Class 2.

Composition: Architectural part :

  1. Plan 1 floor at el. 0.000 M 1:75;
  2. Plan 1 floor at el. 0.000 M 1:75;
  3. Foundation plan M 1:75;
  4. Facade 1-6 M 1:75;
  5. Section 1-1 M 1:75;
  6. Floor plan M 1:75;
  7. Roof plan M 1:75;
  8. Plot Plan M 1:500;
  9. Plan 1 floor with arrangement of heating appliances M 1:75;
  10. Plan 2 floors with arrangement of heating appliances M 1:75;
  11. Axonometric diagram of heating system M 1:200;
  12. Lintel plan 1 floor M 1:75;
  13. Jumper plan 2 floor M 1:75
  14. Floor plan 1 floor M 1:75;
  15. Floor plan 2 floors M 1:75;
  16. Nodes;
  17. Tables.

Design Part:

  1. Calculation of wall load capacity;
  2. Calculation of the bearing capacity of the foundation;
  3. Calculation of the bearing pilaster.
  4. 1 sheet.

Organizational part:

  1. Construction master plan M 1:500;
  2. Job instruction for laminate floor device.
  3. Development of additional design version of walls made of light blocks

Explanatory note on 108 sheets.

Project's Content

icon
icon Двухэтажный одноквартирный 5-комнатный жилой дом с элементами реконструкции.docx
icon Двухэтажный одноквартирный 5-комнатный жилой дом с элементами реконструкции.dwg

Additional information

Contents

General part

Introduction

Design Input

Wind Rose

Architectural and construction section

Plot Plan with building geodetic reference materials

Planned Building Elevation Reference

Explication of buildings and structures

Space planning solutions

Design Solutions

List of jumpers

Floor Explication

Specification of prefabricated elements

Calculation of foundation depth

Thermal Calculation of Wall and Attic Floor

Calculation of heat losses

Calculation of heating appliances

Engineering equipment

Room Finish List

Design section

Calculating the Interior of a Wall

Calculating the Exterior of a Wall

Calculation of layered rafters

Calculation of strip prefabricated foundation

Organizational and Technical Section

Design of Job Instruction for Laminate Floor Device

Scope of Application

Organization and technology of the construction process

Safety precautions for laminate floor device

Quantity takeoff

Summary Bill of Quantities

Labor Cost and Machine Time Statement

Schedule Design

Stroigenplan Design

Stoigenplan calculations

Calculations of temporary water supply

Calculations of temporary power supply

Technical and economic indicators for construction plan

Safety and fire safety measures

Economic section

Reconstruction Task

Design Solutions

Architecturally building section

Specification of prefabricated elements for wooden floor

Design section

Calculating Wood Slab Elements

Organizational and Technological Section

Quantity takeoff

Organization and technology of the construction process

Labor Cost and Machine Time Statement

Local Estimate Calculation No.

Conclusion

List of sources used

Appendix A

Appendix B

Appendix B

Appendix D

Appendix D

Appendix E

Appendix Zh

1. General part

1.1 Introduction

The purpose of my thesis project is:

Consolidation and expansion of acquired knowledge and practical skills in the specialty;

Identification of the ability to apply knowledge to specific practical tasks;

Development of self-employment skills;

Acquisition of self-analysis skills;

Ability to make generalizations, conclusions;

Consider different design options for individual elements.

I selected a two-story single-apartment 5-room residential building. A residential building is a place of residence of a person, his home. Its main task is to satisfy domestic or other needs related to living in this building

I was tasked with considering the option of reconstructing from railway to wooden slabs, to find out its cost of construction, to find a compromise in the ratio of time to money.

Conclusion

As a result of my thesis work, I understood the goal of developing all sections, drawings and calculations.

It was necessary to develop and compare two types of foundation solution according to the main operational, economic and technical parameters:

Reinforced concrete slabs and wooden slab

I found out that the cost of materials for the construction of a reinforced concrete floor is 203873.00 rubles, the cost of materials for a wooden floor is 169404.00 rubles. We conclude that the cost of a monolithic foundation is slightly cheaper than the cost of a prefabricated reinforced concrete foundation.

The duration of work on the construction of the reinforced concrete floor is 9 days, and the duration of work on the construction of the wooden floor is 6 days and with less labor.

Coming out of these calculations, for my personal project, I would accept a reinforced concrete floor. This construction technology is more efficient. The strength of the fabrication plates is guaranteed by the control system and automation of the production process. Proportions of ingredients and technology are observed. The product goes through all the necessary stages from kneading of concrete and laying in molds with vibration compression to final hardening, including steaming.

It is better to use finished slabs than to perform the most complex wooden flooring.

Drawings content

icon Двухэтажный одноквартирный 5-комнатный жилой дом с элементами реконструкции.dwg

Двухэтажный одноквартирный 5-комнатный жилой дом с элементами реконструкции.dwg
up Up