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Construction of a shopping and entertainment center June, Krasnoyarsk

  • Added: 03.07.2014
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Project's Content

Name Size
icon torgovyj_kompleks_3.rar
16 MB
icon Diplom1
icon ARE
icon 1.docx
624 KB
icon 2_3.dwg
1 MB
1 MB
icon Report
icon Dear_Chairman_and_members_of_the_State_Attestation_Commission_will_receive_a_diploma_project_on_the_topic.docx
22 KB
icon NOTE
21 KB
icon conclusion.docx
16 KB
icon Ministry_of_Education_of_the_Russian_Federation.doc
63 KB
icon Justification_of_construction_site.doc
1 MB
icon wall_finishes.docx
25 KB
icon Appendix_A.docx
15 KB
icon application.docx
444 KB
icon review.doc
34 KB
icon contents.docx
26 KB
icon List_of_used_literature.docx
25 KB
icon OiF
icon FWC_foundations.dwg
3 MB
icon Copy_(3)_Explanatory_note_(ready).doc
2 MB
icon sk
icon Copy_of_Farm.SPR
5 KB
icon Copy_of_frame.SPR
8 KB
icon frame_without_snow._P22.txt
26 KB
icon Load_Collection_by_Slab_(Restored).docx
2 MB
icon farm.SPR
5 KB
icon chertezh1.dwg
5 MB
icon truss_element.docx
37 KB
icon tosp
icon TOSP.docx
25 KB
icon TSPZ.dwg
1 MB
icon bazaar.jpg
314 KB
icon Atrium.jpg
60 KB
icon look.jpg
66 KB
icon hotel_kenpinsky.jpg
33 KB
icon June.jpg
42 KB
icon card.jpg
591 KB
icon quantum.jpg
62 KB
icon krasnoyarye.jpg
46 KB
icon Metropol.jpg
57 KB
icon lights_02.jpg
40 KB
icon ofispg.jpg
57 KB
icon Petrovsky.jpg
50 KB
icon St._Petersburg_bridge.jpg
95 KB
icon plaza.jpg
93 KB
icon planet.jpg
64 KB
icon trading_quarter.jpg
80 KB
icon chameleon.jpg
40 KB
icon Chertezh1.bak
286 KB
icon chertezh1.dwg
178 KB

Additional information



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 Thermal design of the outer wall (above 0.000) Thermal design of the outer wall (below 0.000)

1.3.2 Heating calculation of windows

2. Construction structures


2.2Computed transverse frame

2.2.1 Collection of loads on the frame Permanent loads Temporary loads 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


List of literature




Frame Calculation in SCAD


Frame calculation in SCAD program (without snow load)


SCAD Farm Calculation


Space Explication


Wall Finish List


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.


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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