Construction of a shopping and entertainment center June, Krasnoyarsk
- Added: 03.07.2014
- Size: 16 MB
- Downloads: 0
Description
Project's Content
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1.docx
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2-3.dwg
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план.dwg
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Уважаемые председатель и члены государственной аттестационной комиссии вашему вниманию предоставляется дипломный проект по теме.docx
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Введение.docx
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Заключение.docx
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Министерство образования Российской Федерации.doc
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Обоснование места строительства.doc
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отделка стен.docx
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Приложение А.docx
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Приложение.docx
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РЕЦЕНЗИЯ.doc
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СОДЕРЖАНИЕ.docx
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Список используемой литературы.docx
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КЖО-фундаменты.dwg
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Копия (3) Пояснительная записка (готовая).doc
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Copy of ферма.SPR
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Копия рама.SPR
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рама без снега.P22.txt
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Сбор нагрузок по перекрытиям (Восстановлен).docx
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ферма.SPR
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Чертеж1.dwg
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элемент фермы.docx
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ТОСП.docx
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ТСПZ.dwg
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bazaar.jpg
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Атриум.jpg
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вид.jpg
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гостиница кенпински.jpg
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июнь.jpg
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карта.jpg
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квант.jpg
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красноярье.jpg
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метраполь.jpg
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огни_02.jpg
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офисpg.jpg
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петровский.jpg
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питерский мостик.jpg
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плаза.jpg
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планета.jpg
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торговый квартал.jpg
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хамелеон.jpg
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Чертеж1.bak
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Чертеж1.dwg
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Additional information
Contents
Introduction
Socio-economic justification for the choice of the topic of the diploma project
1. Architectural and construction solutions
1.1 Description of the construction site
1.2 Characteristics of the construction site
1.2.1 Space-planning solution
1.3 Heat Engineering Calculation of Enclosing Structures
1.3.1 Heat Engineering Wall Calculation
1.3.1.1 Thermal design of the outer wall (above 0.000)
1.3.1.2 Thermal design of the outer wall (below 0.000)
1.3.2 Heating calculation of windows
2. Construction structures
2.1Information
2.2Computed transverse frame
2.2.1 Collection of loads on the frame
2.2.1.1 Permanent loads
2.2.1.2 Temporary loads
2.2.1.3 Wind load
2.2.2 Stiffness characteristics
2.3 Calculation and Design of Frame Through Girder
2.3.1 Static calculation of rafter truss
2.3.2 Selection of cross sections of truss rods
2.4 Calculation and design of rafter truss units
2.5 Communication system
2.5.1 Coverage Links
3. Bases and foundations
3.1 Construction Site Characteristics
3.1.1 Geological structure
3.1.2 Pile depth and pile length selection
3.1.3 Determination of bearing capacity of drilling pile
3.1.4 Determination of number of piles in foundation
3.1.5 Check for bearing capacity
3.1.6 Check of pile pile for pressing by column
3.1.7 Pedestal Design
3.2 Design of foundation from driven piles
3.2.1 Selection of pile depth and pile length
3.2.2 Determination of load capacity of driven pile
3.2.3 Determination of number of piles in foundation
3.2.4 Check of piles by bearing capacity
3.2.5 Check of pile pile for pressing by column
3.2.6 Pedestal Design
3.3 Selection of Optimal Foundation Option
4. Technology of construction production
4.1 Scope of application
4.2 Organization and procedure of works execution
4.2.1 Execution of main works
4.3 Quality Control and Work Tolerances
4.4 Acceptance of works
4.5 Static pile test
4.6 Daylight saving time
4.7 Safety Instructions
Conclusion
List of literature
APPENDIX A
Drawings
APPENDIX B
Frame Calculation in SCAD
APPENDIX B
Frame calculation in SCAD program (without snow load)
APPENDIX D
SCAD Farm Calculation
APPENDIX D
Space Explication
EXHIBIT E
Wall Finish List
Introduction
Diploma project on the topic: "Construction of the shopping and entertainment center" June "on the embankment of the Yenisei River in the Soviet region. 2 Section: Architectural and structural solution of the building and its economic justification, "was developed on the basis of the design task, architectural and planning task and other initial data and is presented in the form of a graphic part and an explanatory note .
The graphic part consists of 11 sheets, including:
-technological map for drilling piles arrangement;
- floor plans at el. 11,400;
- facade on axes of A-highway and a section on A-highway axis;
-engineering-geological section;
-pile arrangement diagram;
- pedestal plan;
-Rejection along axis A-P and truss units;
- Truss units and steel specification;
- Communications of a covering in axes Zh-P and the layout of columns of a framework in Zh-P axes;
- Infrastructure of shopping complexes in Krasnoyarsk;
- Map of distribution of shopping centers in Krasnoyarsk;
The calculation and explanatory note reflects issues on architecture, constructive solutions, foundations and foundations, technology of construction production, as well as issues of labor and environmental protection.
The following programs were used to run the project: Microsoft Office package (Word, Excel), Autodesk Autocad 2008, SCAD Office package (SCAD, Forum, VecPT), Adobe Photoshop CS.
Conclusion
This year is a turning point in the development of the Krasnoyarsk market of shopping centers and shopping centers: European-level facilities began to appear in the city. What happens next depends on how long the economic downturn drags on. At the moment, the city is able to absorb at least another shopping center on the right bank. The rationale for this opinion is as follows: if you turn to the map, you can see that the left bank is more mastered - not only in terms of the volume of retail space, but also in their quality. On the right bank, the main facilities are the Krasnoyarsk shopping center and complexes designed for a buyer of the lower-middle segment - KrasTPP and Mega, and therefore the construction of a shopping center on the right bank will be advisable.
During the degree design process, architectural and technical solutions were carefully worked out.
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