On approval of the municipal investment program "Construction of the facility" Administrative and cultural center of the Kotikovsky rural settlement. On approval of the program for creating cultural development centers in small towns and rural areas of Russia

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Introduction

1. Initial data

2. Master plan

3. Space-planning solution

4. Design solution

5. Building decoration

6. Sanitary and engineering equipment

Literature

List of graphic material:

Sheet 1: first floor plan, second floor plan, facade 1-4, section 1-1, general plan, tables

Sheet 2: floor plan, roof plan, foundation plan, nodes, tables

INTRODUCTION

Currently, cultural and leisure activities in rural areas, preservation and development of traditional culture of the regions are actively developing.

For the further development of cultural and leisure activities, it is planned to create socio-cultural complexes in agricultural cities, including the main objects of cultural and leisure activities such as: a club, a library, a children's art school or classes in arts specialties, etc.

The club is a cultural and educational institution that organizes leisure time for workers and youth and contributes to their upbringing, education, and development of creative needs.

Currently, the construction of clubs in rural areas is actively underway, as the state is interested in the spiritual and cultural development of rural citizens.

In such institutions, as a rule, holidays, concerts and other entertainment events are held.

And for the leisure of young people, discos are held.

Volume of the course project: 2 sheets of drawings, 16 sheets of explanatory note

1 . INITIAL DATA

Designed object: “Rural club with a hall for 150 seats”

Place of construction: Pavlodar region. Mikhailovka village

Construction-climatic zone in which the designed facility is located according to SNiP RK.2.04-01-2001 “Construction climatology”

The type of soil at the construction site is sandy loam.

Vegetation layer: h=10 cm.

The groundwater level is 4.87 m from the ground surface.

Outdoor air temperature of the coldest five-day period, according to SNiP R.K.2.04-01-2001 “Building climatology”

t III = -10.5°C

t XII = -15.0°C

Estimated internal air temperature +18°C

Seismicity of the construction area according to SNiP R.K.2.03-30-2006 “Construction in seismic areas”: 6 points

There are no permafrost soils or mine workings in the construction area.

Building class II

Fire resistance class II

Durability level II

Data for the construction of a wind rose according to SNiP R.K.2.04-01-2001 “Construction climatology”.

Table 1

Wind rose data

Name

The predominant wind direction in January is SW

The predominant wind direction in July is W, NW

2 . GENERAL PLAN

Design is carried out in accordance with SNiP R.K. 3.01-01-2002 “Urban planning and development of urban and rural settlements.”

The site for the construction of a rural club with a hall for 150 seats was selected in accordance with sanitary, hygienic and fire safety requirements.

Plot size 150x130mm. The terrain is leveled

The slope of the area for collecting storm water is 0.01.

The site includes: a designed building with axial dimensions of 21x25.5; shop, parking lot, passages and passages, police stronghold, trading house, parking lot.

The green area is 63% of the total area of the site. TEP of the site, see sheet AC-1

3 . SPACE-PLAYING SOLUTION

The building is designed according to SNiP RK 3.02-02-2001 “Public buildings”.

The designed building has a hall-type layout.

The shape of the building is rectangular.

The size of the building in axes is 21x25.5m.

The building is two-story: floor height 3.3m, building height 7.vv4m.

Table 2

Explication of premises

Room number	Name	Area m2
	First floor

	Auditorium
	Foyer-Vestibule
	Wardrobe
	Circle choir and orchestra
	Storage room for furniture
	Utility Pantry
	Circle dance

	Political education room
	Dock

	Hardware
	Corridors

	Second floor
	Film projection room
	Rewinding
	Library

	Accounting staff room
	Manager's office
	Specialists room
	General and organization room
	Lobby
	Corridors
	Post office operating room
	Parcel storage rooms
	Mail processing
	Telecommunications room
	Drying clothes

4 . DESIGN SOLUTION

Structural diagram of the building

The structural design of the building is a frameless building with longitudinal load-bearing walls. In such buildings, all loads are carried by longitudinal walls.

The spatial rigidity of the building is ensured by the placement of longitudinal load-bearing walls, floor and roof elements in the transverse direction, as well as by anchoring the floor and floor slabs to each other and into the brickwork of the load-bearing walls.

Base. Calculation of foundation depth

Calculation of the foundation depth is carried out according to SNiP RK 5.01-01-2002 “Foundations of buildings and structures”.

We determine the standard depth of seasonal soil freezing.

d fn =d o *v M I ,

Where d o =0.28 for sandy loam

M t is a dimensionless coefficient, numerically equal to the sum of the absolute values of negative average monthly temperatures for the winter, in this case taken according to SNiP RK 2.04-01-2001 “Building climatology”.

d fn =0.28*8.26=2.31m

We determine the estimated depth of seasonal soil freezing:

Where K h is the coefficient taking into account the influence of the thermal regime of the building, adopted according to Table 1 of SNiP RK 5.01-01-2002 “Foundations of buildings and structures”

d f =2.31*0.55=1.27m

The depth of the foundation does not depend on df.

Description of structural elements

Foundation

The foundation is designed as a strip assembly of reinforced concrete elements: foundation blocks.

The elevation of the base of the foundations is 1,800 m.

The foundation cut mark is 0.020 m.

The foundation blocks are laid on M100 cement mortar with mandatory ligation of vertical joints, the thickness of which is assumed to be 20 mm. Prefabricated reinforced concrete foundation elements are given in the “Specification of Reinforced Concrete Foundation Blocks”.

The units for constructing foundations for external and internal brick walls are located on sheet AC-2.

External walls cultural complex structural engineering

The outer walls are made of ordinary clay brick M 75 on cement-sand mortar grade M 25. A multi-row masonry system is used for masonry.

Thermal calculation of the wall

Thermal engineering calculations of the outer wall are carried out in accordance with SNiP RK 2.04-3-2002 “Construction Heat Engineering”.

Construction area: Mikhailovka village, Pavlodar region.

Table 3

Material characteristics

We determine the required heat transfer resistance:

R tr =n(tB-tH)/Дt H *a B

t B - design internal air temperature +18°С

t n - estimated outside air temperature -37°C

a c - heat transfer coefficient of the inner surface of the fence = 8.7 W/m 2 °C

Дt H - standard temperature transfer 7°С

Rtr = 1*(18+37)/8.7*7=0.90 W/m 2 °C

We determine the actual resistance of the outer wall:

R o =1/a in +R 1 +R 2 +1/a H

where R 1 = b 1 / D1

R 2 = b 2 / D 2

where b is the layer thickness

D - thermal conductivity coefficient

a H - heat transfer coefficient of the outer surface of the enclosure structure (wall)

a H = 23 W/m 2 °C

0.90=0.11+0.03+x/6.7+1/23

We accept a wall thickness of 510mm.

Checking the thermal inertia of the fence:

D=R 1 *S 1 +R 2 *S 2

D=0.02*9.6+0.72*9.2

Where S 1 and S 2 are the calculated heat absorption coefficients of the material of the wall layers. See table. 5

Since the resulting number is greater than 510mm, we decide using -37°C for a five-day period.

t3х.с=-37-40/2=-77/2=-38.5

R tr =n(tB-tH)/a B * Дt H

1(18+38.5)/8.7*7=0.76 W/m 2 °C

R o =1/a c + b 1 /D1+ b 2 /D 2+ 1/a H

0.76=1/8.7+0.02/0.76+x/0.7+1/23

0.76=0.11+0.03+x/0.7+0.04

0.76-0.11-0.03-0.04-x/0.7

The final wall thickness is 510mm.

Internal walls

The internal walls are made of ordinary clay bricks of grade M 75 with cement mortar of grade M 25.

For laying internal walls, a multi-row masonry system is used.

The thickness of the internal walls is 380mm.

Partitions

Brick partitions made of ordinary clay bricks of grade M 75 on cement mortar of grade M 25. The thickness of the partition is 120 mm. The partitions are reinforced.

Jumpers

Prefabricated reinforced concrete bars are installed over window and door openings.

Table 4

List of jumpers

	Section diagram

Floors

Floor designs are taken depending on the purpose of the premises. The features of their operation and floor designs are selected in accordance with SNiP 3.02-03-2003 “Floors”. There are 6 types of floors in this designed building.

Table 5

Explication of floors

Room number	Floor diagram	Floor element data	Floor area m 2
2, 1, 3, 4, 5, 8, 10		Parquet floors Parquet boards - 25 Logs from boards - 40 Ruberoid or roofing felt (two layers) - 75 Brick or concrete lining with cement sand mortar grade 25-75 Underlying layer (gravel, crushed stone) - 25 Soil base
		Concrete coating class B15-20 Foundation soil
		Ceramic tiles Cement-sand mortar grade 150-20 Waterproofing - 1 sheet of glassine The underlying layer is made of concrete class 7.5-80 Foundation soil
16, 17, 18, 20, 21, 22, 23, 24, 26, 28		Parquet boards - 25 Rectangular logs-40 Soundproofing gasket made of wood fiber boards, grades m-2 and m-3 Interfloor panel - 220
		Ceramic plate Ceramic plate-10 Layer of sand cement mortar grade 200-20 Screed from cement-sand mortar grade 200-40 Waterproofing - 1 sheet of parchment Thermal insulation layer - expanded clay gravel
		Concrete floors Concrete coating class B15-20 Underlying layer of concrete class B7.5 80 Soil base

Windows

To fill window openings, wooden boxes are provided, consisting of bars of the outer contour (trimming). Double glazing. To protect against rotting, the box bars are antiseptic and insulated from the brickwork with roofing felt. The box is attached to wooden antiseptic plugs embedded in the masonry walls. The gaps between the frame and the masonry are filled with Macroflex foam.

Doors

Door frames are used to fill doorways. The boxes are antiseptic and wrapped with roofing felt. The brickwork of the walls contains antiseptic plugs, to which the door frames are attached with nails. Swing doors are used according to the opening method. In the designed building, it is envisaged to use door panels - panel construction, internal and external entrances - wooden.

Stairs

In this designed building, the staircases are made of prefabricated reinforced concrete.

We accept a step measuring 150x300mm.

Determine the width of the staircase:

In lux =3200-380=2820 mm

We determine the number of risers in one march:

h e /2=3300/2=1650 mm

n=1650/150=11 pieces

Number of treads:

m=11-1=10 pieces.

We determine the length of the horizontal projection of the march, which is indicated by the laying:

3=10*300=3000mm.

The length of the staircase is 5810mm.

Overlap

The ceiling is made of prefabricated reinforced concrete panels with round voids with a smooth bottom surface, ready for painting. The panels are laid on the wall over a layer of cement-sand mortar M 200. The amount of support of the panels on load-bearing walls is 200 mm. The seams between the panels and the walls are carefully filled with M 100 cement mortar in order to impart rigidity to the ceiling. The ends of the panel are anchored into the brick wall or fastened with anchors to each other in order to create a connection between the floor and the walls to make them stable and increase overall rigidity. Floor elements are given in the Specification for Precast Concrete Structures. On sheet AC - 2.

Roof

The building is designed with a combined non-ventilated roofless roof. See the composition and plan of the roof on sheet AC - 2.

5. BUILDING FINISHING

Exterior finishing - facing brick.

Interior finishing:

In rooms 6, 7, 15, 30, 31, the walls are covered with ceramic tiles to a height of 2 m.

Improved dry plastering is being carried out in rooms 2, 4, 8, 11, 13, 14, 16, 17, 20, 24, 25, 27, 28, 29.

In rooms 1, 2, 5, 10, 18, 19, 21, 22, 23, 26, PVA painting is carried out.

6 SANITARY AND ENGINEERINGEQUIPMENT

The water supply is a combined utility, drinking and fire water supply from external networks.

Sewage - utility to the external network.

Drain - internal with open outlet and external

Heating is central, water from external networks. Coolant parameters T = 95+70°C

Ventilation - supply and exhaust with mechanical and natural impulse.

Power supply - from external networks, voltage 380/220V

Communication devices - radio, telephone, television, electric clock, fire alarm.

LITERATURE

1. SNiP RK 2.04-03-2002 “Construction heating engineering”

2. SNiP RK 3.02-03-2001 “Public buildings”

3. SNiP RK 5.01-01-2002 “Foundations of buildings and structures”

4. SNiP RK 2.03-03-2002 “Construction in seismic areas”

5. SNiP RK 3.02-03-2003 “Floors”

6. SNiP RK 2.04-01-2001 “Construction climatology”

7. SNiP RK 3.01-01-2002 “Urban planning and development of urban and rural settlements”

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1st floor plan

1st floor plan (option with library)

Cut 1-1

Cut 2-2

I. ESTIMATED COST:

The total estimated cost (in base prices) is 1,907.904 thousand rubles.

II. DESCRIPTION OF BUILDING PRODUCTS AND STRUCTURES:

The outer walls are two-layer: the inner layer is 400 mm thick masonry made of small cellular concrete blocks of grade IV-B2.5 D 500 F25-2 (GOST 21520-89) with glue; outer layer – cladding made of colored sand-lime brick of grade SUR-100/25 (GOST 379-95) on M100 mortar, 120 mm thick. Accepted thermal resistance: Rreg.=2.91 m2°C/W;
Floors and coverings– wooden flooring along the lower chord of the trusses;
Partitions - in bathrooms made of solid ceramic bricks of the KORPo 1NF/100/2.0/25/GOST 530-2007 brand with M50 mortar; in other rooms - from partition blocks XB2.5 D 600 F25-2 (GOST 21520-89) 100 mm thick with plaster on both sides with a mortar 15 mm thick on a mesh;
The roof is pitched: wooden rafters, wooden sheathing. Insulation Tekhnoruf N, Tekhnoruf V (TU 5762 – 015 – 17925162 – 2004). Corrugated sheeting grade NS 57-750-0.7 (GOST 24045-94). Accepted thermal resistance: Rreg.=3.3 m2°C/W;
Floors – Porcelain tiles, ceramic tiles, linoleum, GOST 8242-63 boards;
Windows – Plastic windows according to GOST 30674-99, GOST 11214-2003;
Doors
External – individual metal insulated; stained glass window of the Tatprof system.
Internal doors – wooden paneled doors in accordance with GOST 6629-88;
Exterior decoration-Facing with colored sand-lime bricks of “straw” color with decorative inserts of crushed sand-lime bricks of gray color. Basement – facing with tiles with imitation rubble stone.
Interior decoration
Walls: plaster, water-based paint; in the vestibule and pantry - adhesive painting; in the bathrooms – facing with glazed tiles; in the boiler room - matte enamel painting; in the auditorium - decorative plaster, acrylic painting. Ceilings: auditorium – suspended “Armstrong” type; in the boiler room there is a suspended ceiling made of gypsum plasterboard, in the bathrooms there is a suspended ceiling made of aluminum slats.

III.ENGINEERING EQUIPMENT:
Water supply - combined utility and drinking fire water supply system;
Hot water supply pipeline. The boiler room provides water supply to F15mm boilers.
Cold and hot water supply systems are installed from galvanized steel water and gas pipes in accordance with GOST 3262-75*, F 15-65mm;
Sewerage – Domestic sewerage system made of polyethylene pipes F50, 100 in accordance with GOST 22689-89, discharge from pipes F110 in accordance with GOST 18599-2001/ “technical”.
Heating devices – bimetallic radiators “Santekhprom BM”, smooth pipes in accordance with GOST 10704-91.

Heating - Heating devices – bimetallic radiators “Santekhprom BM”, smooth pipes in accordance with GOST 10704-91.
Heating devices are equipped with automatic thermostatic valves. Heating pipelines should be made of steel water and gas pipes in accordance with GOST 3262-75;
Ventilation - Exhaust with natural impulse and air flow through windows with the possibility of micro-slot ventilation.
Ventilation of the boiler room is provided with natural impulse. The air flow into the boiler room is carried out through the louvered grille Fl.s. = 0.05 m2.;
Electric power equipment and electric lighting-In terms of the degree of ensuring the reliability of power supply, the building's electrical receivers belong to category 3, emergency lighting, electric valves and fire alarm devices belong to category 1.

Reuse Project– this is documentation for a capital construction project, according to which a positive conclusion of the state examination was received, the object was built and put into operation.

Benefits of building reuse facilities:

design and examination costs are kept to a minimum;
design time is reduced. Once again, only the master plan, foundations and external networks are completed.

The reuse design may be modified, but these changes should not affect the structural and other reliability and safety characteristics of the capital construction project. The examination of such a project is carried out according to a simplified scheme and its cost is much cheaper.

List of standard design documentation:

1. Residential buildings.

1.1. Low-rise residential buildings of manor type and townhouses:

1.1.1. 16-apartment residential building (2-storey)

1.2. Mid-rise residential buildings (3-5 floors):

1.2.1. 12-apartment residential building (3-storey),

1.2.2. 18-apartment residential building (3-storey)

1.2.3. 24 apartment residential building (3-storey),

1.3. Multi-storey residential buildings (6-10 floors):

1.3.1. 3-section residential building with 96 apartments (9 storeys), (proposed for reuse);

1.3.2. 88 apartment residential building (9 storeys), (proposed for reuse).

1.4. High-rise residential buildings (more than 16 floors):

1.4.1. 3-section residential building with 255 apartments (18 storeys), (proposed for reuse);

1.4.2. 1 sectional residential building with 89 apartments (18 storeys), (proposed for reuse).

2. Public education facilities. Preschool educational institutions:

2.1. Kindergarten for 50 places (proposed for reuse);

2.2. Kindergarten for 80 places

2.3.Kindergarten for 120 places (included in the register of standard documentation of the Ministry of Construction of Russia);

2.4. Kindergarten for 140 places (included in the register of standard documentation of the Ministry of Construction of Russia);

2.5. Kindergarten for 140 places in the village of Muslyumovo (proposed for reuse);

2.6.Kindergarten for 220 places (included in the register of standard documentation of the Ministry of Construction of Russia);

2.7.Kindergarten for 260 places (panel) (included in the register of standard documentation of the Ministry of Construction of Russia);

2.8.Kindergarten for 260 places (brick)

2.9. Kindergarten for 260 places in Menzelinsk (proposed for reuse);

2.10. Kindergarten for 260 children in the Bakhchisarai region of the Republic of Crimea (under seismicity 8 points), (proposed for re-use).

3. Public education facilities. Schools:

3.1. General education school for 1224 students (included in the register of standard documentation of the Ministry of Construction of Russia);

3.2. School for 1224 students (Almetyevsk, RT)

3.3. School for 800 students in the residential area "Pribrezhny" (Naberezhnye Chelny, RT), (proposed for reuse);

3.4. School for 560 pupils and 80 pre-school places (proposed for re-use);

3.5. Specialized boarding school for 350 students (proposed for reuse).

3.6. School for 100 places in the village of Sloboda Cheremukhovaya, Novosheshminsky district of the Republic of Tatarstan (included in the register of standard documentation of the Ministry of Construction of Russia);

3.7. A multifunctional community center with a primary school for 15 students, a kindergarten for 15 places and a first aid station in the village. Amirovo Cheremshansky district RT (suggested for reuse).

4. Healthcare facilities:

4.1.City children's clinic for 200 visits per shift (Chistopol, RT), (proposed for repeated use).

4.2. Reception and diagnostic department of the Republican Clinical Hospital for 150 people per day

4.3. Medical center of the SEZ "Innopolis" on the territory of the Verkhneuslonsky municipal district of the Republic of Tatarstan (proposed for re-use);

4.4. Pathoanatomical Department of the Russian Clinical Hospital (proposed for re-use).

5. Sports buildings and structures.

5.1. Indoor individual and complex structures. Indoor sports centers up to 3500 seats:

5.1.1. Volleyball center on the street. Victory Avenue in the Volga region of Kazan (4926 places), (included in the register of standard documentation of the Russian Ministry of Construction).

5.2. Swimming pools:

5.2.1. Indoor swimming pool, st. Kul Gali (Kazan, Republic of Tatarstan), (included in the register of standard documentation of the Russian Ministry of Construction);

5.2.2. Sports and recreational swimming pool (Moscow, Krylatskaya St.), (offered for reuse).

5.3. Open individual and complex structures:

5.3.1. Universal sports grounds (options 1, 2, 3, 4, 5, 6), (offered for reuse);

5.3.2. Outdoor skating rink with canopy (available for reuse).

6. Cultural objects. Houses of Culture:

6.1. (suggested for reuse);

6.2. Club for rural settlements for 100 people (included in the register of standard documentation of the Ministry of Construction of Russia);

6.3. Club for rural settlements with 200 seats (included in the register of standard documentation of the Russian Ministry of Construction);

6.4. Club for rural settlements with 300 seats (included in the register of standard documentation of the Russian Ministry of Construction);

6.5. Multifunctional center with 350 seats (proposed for reuse);

6.6. Club for rural settlements with 450 seats (proposed for reuse);

6.7. Cultural center in the village. Cheremshan Cheremshansky district RT (suggested for reuse);

6.8. House of children's creativity in the urban settlement. Kukmor Kukmorsky district RT (suggested for reuse);

6.9. House of children's creativity in the village. Old Drozhzhanoe Drozhzhanovskogo district RT (suggested for reuse);

6.10. (suggested for reuse). (suggested for reuse);

7.4. Fire station building with administrative premises and warm garage boxes in the village of Kaipy, Laishevsky district. RT

7.5. Civil registry office building in Laishevo, Laishevsky MR RT (proposed for reuse);

7.6. Multifunctional center for the provision of state and municipal services to the population in the city of Laishevo, Laishevsky district. RT (suggested for reuse);

7.7. Multifunctional center with 50 seats (proposed for reuse);

7.8. Agro-industrial park in Zainsk (proposed for reuse).

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