Thesis on architecture. Integrated Reception Center Design

Contents

Contents

Introduction

Architectural and construction part

Master Plan

Space Planning Solution

Design Solutions

Exterior and interior finishes

Prefabricated Product Summary Specification

Peculiarities of buildings operation

Design and structural part

Calculation and Design of Monolithic Section Slab......... 17 2.2 Calculation and Design of Monolithic Beam

Organizational and Technological Part

Job Instruction for Ceramic Floors Device

Schedule Design

Side Plan Design

Environmental protection activities

Measures to save materials and energy resources

Disposal and recycling of construction waste and garbage

Occupational safety and health

Estimated economic part

Calculation of construction cost of the facility in base prices

Calculation of the cost of construction of the facility at current prices

Construction Summary Estimate

Object estimate

Scope and Cost List

Local estimate

5.7 Calculation of economic effect on reduction of construction cost (by measures)

5.8. Calculation of technical and economic indicators of the construction of the facility

Conclusion

Literature

Introduction

In accordance with the design assignment, the building is designed in n. Lyaskovichi Petrikovsky district with a floor height of 3,000.

Class of responsibility of building III, degree of durability II, degree of fire resistance III.

Climatic area of construction | | B Standard value of snow load for I snow area 0.8 MPa. Standard value of wind load for I wind area is 0.23 MPa according to SNiP 2.01.0785 "Loads and impacts."

Average ambient temperature as per NSS 2.04.0197 "Construction heat engineering."

-the coldest days -31 ° С

-the coldest five-day period -25 ° С

The depth of soil freezing is determined according to SNB 2.04.022000.

Foundation of buildings and structures as per NSS 5.01.0199.

Calculation of foundation depth

Standard depth of seasonal freezing is determined by formula

dfn = d0 ∙

dfn = 0,28 ∙ =1,11;

Mt is a factor numerically equal to the sum of the absolute values ​ ​ of the average monthly negative temperatures.

d0 is a value taken equal to 0.28 m for dust sands.

The estimated depth of seasonal freezing df is determined by the formula:

df = Kh ∙ dfn,

dfn - standard freezing depth;

Kh- coefficient taking into account the influence of thermal mode of the structure is taken from the table:

Kh = 0,80;

df = 0,80 ∙ 1,11 = 0,893.

Foundation depth does not depend on df.

We finally accept the minimum depth of foundation laying equal to dfn = 1.11. The final elevation of the foundation floor is 1,520.

Class of responsibility of building III, degree of durability II, degree of fire resistance III.

The building is equipped with central heating, sewerage to city networks. Water heating.

The building is equipped with low-current and telephone networks, power supply, electrical lighting.

Peculiarities of building operation

1.6.1 Technical operation of the building is carried out in order to ensure its operational reliability during the entire period of use as intended.

1.6.2The building shall be operated within the limits of loads, microclimate parameters of the premises stipulated in the design documentation.

1.6.3 During detection of minor defects in structures, continuous monitoring of their development should be organized, the causes of occurrence, the degree of danger for further operation of the building should be clarified and the terms of elimination should be determined. If significant and critical defects are detected, the elements of the building should be examined by a specialized organization.

1.6.4It is not allowed to operate the building without design documentation developed and approved in accordance with the established procedure, and without coordination with the maintenance service:

- addition or erection of other objects (including temporary ones) on the roof of the building;

- changing the scheme of operation of structural structures of the building or its parts, replacing them with other elements or arrangement of new structures;

- modification of design solutions of enclosing structures and their elements (walls, windows, doors, coverings and roofs, etc.);

- a passage of pits and other earthworks;

- excavation of soil in basements in order to increase their height or arrangement of new foundations near walls (foundations) without examination of soils;

- attachment to the building (structure) of elements of other nearby (erected) objects;

- arrangement of new openings, holes, incisions in the building elements, weakening the cross section of the elements, attachment of new elements to them;

- closing of window or door openings;

- replacement or modernization of engineering equipment and modification of their layout;

- change of structures or layout of utilities;

1.6.5 The building shall be protected against uneven deformations of foundation bases by protecting them from humidification and freezing, systematic control of foundation sediments and their appropriate strengthening in necessary cases.

1.6.6 The technical condition of the building shall be monitored by its

owner (operating organization) or service of technical operation by carrying out scheduled and unscheduled (extraordinary) technical inspections. Scheduled inspections should be carried out 2 times a year, in spring and autumn, with the preparation of relevant acts in accordance with the requirements of SNB 1.04.0104 (paras. 4.7 - 4.10 ).

Design and structural part

2.1 Calculation and design of monolithic section slab

2.1.1 Determination of strength characteristics of materials

For C20/25 class concrete:

- normative resistance of concrete to axial compression fck = 20 MPa and axial tension fctk = 1.5 MPa (Table 6.1 SNB 5.03.01 02);

- safety factor for concrete with = 1.5 (for reinforced concrete structures);

- design strength of concrete to axial compression fcd = fck/s = 20/1.5 = 13.33 MPa, axial tension fctd = fctk/s = 1.5/1.5 = 1 MPa;

- module of elasticity of concrete at the brand on placeability of Zh1 of Ecm = 37⋅103 MPas (a tab. 6.2 SNB 5.03.01 02).

Longitudinal working reinforcement S400:

- design resistance fyd = 365 MPa (Table 6.5 SNB 5.03.01 02).

Transverse reinforcement of S500 class:

- design resistance fyd = 450 MPa (Table 6.5 SNB 5.03.01 02).

- design resistance fywd = 324 MPa (Table 6.5 SNB 5.03.01 02).

Elastic modulus of reinforcement of all classes Es = 200⋅103 MPa.

2.2 Calculation and design of monolithic beam

2.1.1 Determination of strength characteristics of materials

For C20/25 class concrete:

- normative resistance of concrete to axial compression fck = 20 MPa and axial tension fctk = 1.5 MPa (Table 6.1 SNB 5.03.01 02);

- safety factor for concrete with = 1.5 (for reinforced concrete structures);

- design strength of concrete to axial compression fcd = fck/s = 20/1.5 = 13.33 MPa, axial tension fctd = fctk/s = 1.5/1.5 = 1 MPa;

- module of elasticity of concrete at the brand on placeability of Zh1 of Ecm = 37⋅103 MPas (a tab. 6.2 SNB 5.03.01 02).

Longitudinal working reinforcement S400:

- design resistance fyd = 365 MPa (Table 6.5 SNB 5.03.01 02).

Transverse reinforcement of S500 class:

- design resistance fyd = 450 MPa (Table 6.5 SNB 5.03.01 02).

- design resistance fywd = 324 MPa (Table 6.5 SNB 5.03.01 02).

Elastic modulus of reinforcement of all classes Es = 200⋅103 MPa.

2.1.2 Determination of loads acting on the monolithic beam

Organizational and Technological Part

3.1. Job Instruction for Floor Arrangement from

ceramic tiles

3.1.1. Scope of Application

3.1.1.1 The Job Instruction was developed for the building of the Belagroprombank RCC and the complex reception point in n. Lyaskovichi Petrikovsky district.

3.1.1.2. The process plan has been developed for the tile floor device.

3.1.1.3. Work is carried out in the summer at 1 shift.

3.1.1.4. The Job Instruction includes the following operations:

soil compaction with crushed stone;

concrete preparation device;

cement-part bracing device;

laying ceramic tiles;

Plinth device.

3.1.2. Organization and technology of the construction process.

3.1.2.1. Before the tile floor is installed in the bathrooms, wall lining must be completed, and in all other rooms the walls are plastered.

3.1.2.2. All necessary materials, tools, accessories must be brought to the site 2 days before the start of work and stored in closed warehouses.

3.1.2.3. The work is conducted by a comprehensive team.

3.1.2.4. Calculation of the scope of work

Conclusion:

based on the calculation, it can be concluded that the concrete mixture can be transported 1 car per 1 flight.

3.1.9. Occupational Safety and Safety in Ceramic Tile Flooring

3.1.9.1 Workers, managers, specialists and employees shall be provided with workwear and other PPE.

3.1.9.2 Width of passages to workplaces and workplaces shall be not less than 0.6 m, and height of passages in the light - not less than 1.8 m.

3.1.9.3 All tools and accessories must be used in accordance with their purpose, check their serviceability.

3.1.9.4 Only a qualified employee who is familiar with the TB instruction can be allowed to work with vibration ramming.

Construction Plot Plan Design

Construction Master Plan - the master plan of the construction site on which the following buildings and structures under construction and existing ones are located; temporary storage facilities and sites; buildings and structures for administrative, cultural, sanitary and hygienic purposes; transport networks, electric and water communication, sewerage and communications.

3.3.1. Calculation of domestic premises

3.3.1.2. We determine the number of engineering and technical workers at the construction site:

Estimated economic part

General Information

The estimated cost is the initial basis for determining the size of capital investments, financing construction, forming contractual prices for construction products, calculations for construction and installation works performed, paying for the costs of acquiring equipment and supplying it to construction sites, as well as reimbursing other costs at the expense of the funds provided for in the consolidated estimate document.

The basis for determining the estimated cost of construction is the project and working documentation, which includes the parameters of buildings, structures, their parts and structural elements, including drawings.

The estimate for construction as a whole and for certain types of work should serve as the main and constant document for the entire construction period, on the basis of which capital investments are planned, construction financing and calculations between the contractor and the customer for the work performed.

The cost of construction is determined in two price levels:

- at the base level - according to estimated norms in prices of 1991;

- in the current level - based on the indices of the change in the value of individual cost elements to their base value or prices established for a certain period.

The estimated cost is determined in the following sequence, moving from smaller to larger construction elements, which are a certain type of work ((local estimate) →obyekt (object estimate) → construction as a whole (consolidated estimate)). The calculated cost is the basis for determining the size of capital investments, the formation of contractual prices for construction products, calculations for construction, installation and repair and construction works, payment for the costs of purchasing equipment and delivering it to construction sites, etc.

Conclusion

The diploma project was completed in full, presented by 6 sheets of the graphic part and an explanatory note. The diploma project used normative and reference literature operating in the Republic of Belarus. Thanks to the application of new technologies, the progress of machines and mechanisms, a technological map for a ceramic floor device has been developed. Reduction of construction time by 24 days. The project has developed measures for environmental protection, garbage disposal, all documentation has been developed taking into account health and safety requirements.

Literature

1. Shereshevsky "Civil Building Design" M. Treizdat, 1982

2. P.G. Buga "Civil, industrial buildings" M, "Higher School."

3. Series B1.036.5 - 2.98 "Windows and balcony doors are wooden paired with open opening of flaps, with glass glazing and glazing for buildings and structures."

4. SNiP 2.03.1185 "Protection of building structures against corrosion."

5. SNiP 2.01.0785 "Loads and impacts."

6. SNiP 2.01.0183 "Foundations of buildings and structures."

7. Series 2.2441.6 "Details of the floors of public buildings."

8. Series 1.1411.63 "Multi-empty panels for residential and public buildings."

9. Territorial catalogue of industrial structures and products for housing and civil construction in Belarus - Minsk 1991.

10. Berlinov M.V., Yagupov B. A. "Building structures" - M.: Agropromizdat, 1990

11. Popov N. N., Charyev M. "Reinforced Concrete and Stone Structures": Tutorial. - M.: Higher School, 1996

12. Mandrikov A.P. "Examples of the calculation of reinforced concrete structures" - M.: Stroyizdat, 1989

13. G.K. Sokolov, - Technology and organization of construction. Moscow

ACADEMA2002г.

14. N. N. Danilov, - Technology and organization of construction production. Moscow. Stroyizdat 1988

15. Typical Job Instructions for Construction and Installation Works.

16. TKP 451.03-40-2006 (02250) Technical Code of established practice "Labor safety in construction." General requirements. Minsk 2007. Ministry of Architecture and Construction.

TKP 451.03-40-2006 (02250) Technical Code of established practice "Labor safety in construction." Construction production. Minsk 2007. Ministry of Architecture and Construction.

17. STB 1483-2004 Construction, construction of floors. Nomenclature

controlled indicators. Quality control.

18. SNiP 3.01.0185 * Construction Organization

20. SNB 8.03.3012000 Resource and estimated norms:

Digest No. 1 Earthworks

Collection No. 7 Reinforced concrete structures and products

Collection No. 8 Stone works

Collection No. 10 Wooden works

Collection No. 11 Decoration of floors and bases

Collection No. 12 Roofing Works

Collection No. 15 Finishing works

21. A.D. Kireev Organization of construction production. Course and degree design.

22. Stepanov, I. S. Construction Economics/I. S. Stepanov.- M.: Yurait Publishing House, 2006. 620 pages.

23. Pedin, M.P. Construction Economics/M. P. Pedin. -M.: SI, 1987.280 s.

24. Monfred, Yu. V. Construction Economics/Yu. V. Monfred, B.V. Prykin. - M.: SI, 1990. 180 pages.

25. Zineva, L. Reference Engineer/L. Zineva. - Rostovna/D: Phoenix, 2004. – 554 pages.

26. RDS 8.01.10503. Methodological guidelines for determining the cost of construction of enterprises, buildings and structures and compiling estimated documentation using resource-based standards. -Ved. 20030401. - Mn.: Ministry of Construction and Architecture of the Republic of Belarus, 2004. – 132 pages.

27. Compendium of estimated prices for materials, products and structures for construction conditions in the Republic of Belarus. Part 1. Construction materials. - Mn.: Ministry of Construction and Architecture of the Republic of Belarus, 2005. – 326 pages.

28. Compendium of estimated prices for materials, products and structures for construction conditions in the Republic of Belarus. Part 2. Construction structures and parts. - Mn.: Ministry of Construction and Architecture of the Republic of Belarus, 2005. – 126 pages.

29. Compendium of estimated prices for materials, products and structures for construction conditions in the Republic of Belarus. Part 4. Local materials. - Mn.: Ministry of Construction and Architecture of the Republic of Belarus, 2005. – 188 pages.

30. Compendium of estimated prices for materials, products and structures for construction conditions in the Republic of Belarus. Part 5. Materials, products and structures for installation and special construction works. - Mn.: Ministry of Construction and Architecture of the Republic of Belarus, 2005. – 270 pages.

31. SNB 8.06.10002D01. Supplement to the Compendium of Estimated Prices for the Operation of Construction Machines and to the Compendium of Estimated Prices for Materials, Products and Structures/Regulatory and Technical Documents on Construction Economics. – Vved.20010103. - Mn.: Ministry of Construction and Architecture of the Republic of Belarus, 2003. – 59 pages.

32. SNB 8.03.1012000. Resource-bearing standards for construction structures and works. Sb.1. Earthworks for urban construction/Natz. normative equipment complex. docks in the country. – Vved.2001. - Mn.: Ministry of Construction and Architecture of the Republic of Belarus, 2003. – 633 pages.

33. SNB 8.03.1062000. Resource-bearing standards for construction structures and works. Sb.6. Concrete and reinforced concrete structures monolithic/Nats. normative equipment complex. docks in the country. – Vved.2001. - Mn.: Ministry of Construction and Architecture of the Republic of Belarus, 2001. – 239 pages.

34. SNB 8.03.1082000. Resource-bearing standards for construction structures and works. Sb.8. Brick and Block/Nat. normative equipment complex. docks in the country. – Vved.2001. - Mn.: Ministry of Construction and Architecture of the Republic of Belarus, 2003. – 317 pages.

35. SNB 8.03.1092000. Resource-bearing standards for construction structures and works. Sb.9. Metal structures/Nats. regulatory and technical complex. docks in the country. – Vved.2001. - Mn.: Ministry of Construction and Architecture of the Republic of Belarus, 2005. – 247 pages.

36. SNB 8.03.1102000. Resource-bearing standards for construction structures and works. Sat. 10. Wooden structures/Natz. normative equipment complex. docks in the country. – Vved.2001. - Mn.: Ministry of Construction and Architecture of the Republic of Belarus, 2004. – 293 pages.

37. SNB 8.03.1112000. Resource-bearing standards for construction structures and works. Sb.11. Floors/Natz. normative equipment complex. docks in the country. – Vved.2001. - Mn.: Ministry of Construction and Architecture of the Republic of Belarus, 2001. – 109 pages.

38. SNB 8.03.1112000. Resource-bearing standards for construction structures and works. Sb.11. Floors/Natz. normative equipment complex. docks in the country. – Vved.2001. - Mn.: Ministry of Construction and Architecture of the Republic of Belarus, 2001. – 109 pages.

39. SNB 8.03.1112000. Resource-bearing standards for construction structures and works. Sb.11. Roofs/Natz. normative equipment complex. docks in the country. – Vved.2001. - Mn.: Ministry of Construction and Architecture of the Republic of Belarus, 2001. – 101 pages.

40. SNB 8.03.1112000. Resource-bearing standards for construction structures and works. Sb.11. Landscaping. Protective plantations. Perennial fruit plantations/Natz. normative equipment complex. docks in the country. – Vved.2001. - Mn.: Ministry of Construction and Architecture of the Republic of Belarus, 2004. – 151 pages.

41. RDS 8.01.10202. Collection of resource-specific cost standards for the construction of temporary buildings and structures. - Vved. 20010302. - Mn.: Ministry of Construction and Architecture of the Republic of Belarus, 2005. – 10 pages.

42. RDS 8.01.10202. Collection of resource-specific cost standards for construction and installation works in winter. - Vved. 20010302. - Mn.: Ministry of Construction and Architecture of the Republic of Belarus, 2005. – 24 pages.

Paper

Diploma project: p., Fig., Table, 42 sources, 2 atl.

The object of development is the building of the Belagroprombank RCC and a complex reception center in the village. Lyaskovichi Petrikovsky district

The purpose of the project is to develop the architectural and construction part of the diploma project, to calculate and design the main load-bearing structures of the building, to develop the organizational and technological part taking into account measures to ensure occupational safety and health, to carry out an economic estimate.

The following studies were performed during the design process:

- master plan, which provides for decisions on division and improvement of the adjacent territory;

- space-planning and structural solution of the building;

- plate of monolithic section, monolithic beam was calculated;

- Job instruction for ceramic floor device is made;

- A schedule has been developed - a schedule;

- Construction plan developed;

- estimated cost of construction and main economic indicators;

An area of ​ ​ possible practical application is that with a deeper refinement, the project can be used in real construction.

Elements of the scientific novelty of the results obtained are:

Enclosing structures, including windows, are assigned on the basis of current regulatory requirements, which allowed to reduce energy costs during the operation of the building.

In the design part of the project, modern calculation methods and regulatory and reference documentation in force in the Republic of Belarus are used.

The calculation and analytical material presented in the diploma project objectively reflects the state of the investigated process (developed object), all theoretical and methodological provisions and concepts borrowed from literary and other sources are accompanied by references to their authors .