Two-storey single apartment 5-room residential building with reconstruction elements
- Added: 09.10.2021
- Size: 6 MB
- Downloads: 4
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 :
- Plan 1 floor at el. 0.000 M 1:75;
- Plan 1 floor at el. 0.000 M 1:75;
- Foundation plan M 1:75;
- Facade 1-6 M 1:75;
- Section 1-1 M 1:75;
- Floor plan M 1:75;
- Roof plan M 1:75;
- Plot Plan M 1:500;
- Plan 1 floor with arrangement of heating appliances M 1:75;
- Plan 2 floors with arrangement of heating appliances M 1:75;
- Axonometric diagram of heating system M 1:200;
- Lintel plan 1 floor M 1:75;
- Jumper plan 2 floor M 1:75
- Floor plan 1 floor M 1:75;
- Floor plan 2 floors M 1:75;
- Nodes;
- Tables.
Design Part:
- Calculation of wall load capacity;
- Calculation of the bearing capacity of the foundation;
- Calculation of the bearing pilaster.
- 1 sheet.
Organizational part:
- Construction master plan M 1:500;
- Job instruction for laminate floor device.
- Development of additional design version of walls made of light blocks
Explanatory note on 108 sheets.
Project's Content
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Двухэтажный одноквартирный 5-комнатный жилой дом с элементами реконструкции.docx
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Двухэтажный одноквартирный 5-комнатный жилой дом с элементами реконструкции.dwg
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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.
Двухэтажный одноквартирный 5-комнатный жилой дом с элементами реконструкции.dwg
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