The project of the house of culture 150 places. Modular prefabricated club. Structural scheme of the building

1st floor plan

Plan of the 1st floor (version with a library)

Section 1-1

Section 2-2

I. ESTIMATED COST:

The total estimated cost (in base prices) is 1,650.861 thousand rubles.

II. DESCRIPTION OF BUILDING PRODUCTS AND STRUCTURES:

External walls - two-layer: inner layer - masonry 400 mm thick from small cellular concrete blocks of brand IV-B2.5 D 500 F25-2 (GOST 21520-89) with glue; the outer layer is a lining of colored silicate bricks of the SUR-100/25 brand (GOST 379-95) on a mortar M100 120 mm thick. Accepted thermal resistance: Rreg.=2.91 m2°C/W.;
Floors and coatings- wooden flooring along the lower belt of trusses;
Partitions - in bathrooms made of solid ceramic bricks of the KORPO 1NF / 100 / 2.0 / 25 / GOST 530-2007 brand on a solution of M50; 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 along the grid;
The roof is pitched: wooden rafters, wooden lathing. Insulation Technoruf N, Technoruf V (TU 5762 - 015 - 17925162 - 2004). Decking brand NS 57-750-0.7 (GOST 24045-94). Accepted thermal resistance: Rreg.=3.3 m2°C/W.;
Floors - Ceramic granite tiles, ceramic tiles, linoleum, boards GOST 8242-63.;
Windows - Plastic windows according to GOST 30674-99, GOST 11214-2003;
doors
External - individual metal insulated; stained glass system "Tatprof".
Internal - wooden paneled doors according to GOST 6629-88;
Exterior finish- Facing with colored silicate bricks of “straw” color with decorative inserts of chipped gray silicate bricks. Plinth - tiling with imitation rubble stone.
Interior decoration
Walls: plaster, water-based paint; in the vestibule and pantry - adhesive coloring; in bathrooms - facing with glazed tiles; in the boiler room - painting with matte enamel; in the auditorium - decorative plaster, acrylic painting. Ceilings: auditorium - suspended type "Armstrong"; in the boiler room - a suspended ceiling made of plasterboard, in the bathrooms - a suspended ceiling made of aluminum rails.

III.ENGINEERING EQUIPMENT:
Plumbing - combined household and drinking fire-fighting water supply;
Hot water pipeline. The boiler room provides water supply to the boilers Ф15mm.
Cold and hot water supply systems are mounted from galvanized steel water and gas pipes in accordance with GOST 3262-75 *, F 15-65mm;
Sewerage - Household sewerage system made of polyethylene pipes F50, 100 in accordance with GOST 22689-89, outlet from pipes F110 in accordance with GOST 18599-2001 / "technical".
Heating devices - bimetallic radiators "Santekhprom BM", smooth pipes according to GOST 10704-91.

Heating - Heating devices - bimetallic radiators "Santekhprom BM", smooth pipes according to GOST 10704-91.
The heaters are equipped with automatic thermostatic valves. Heating pipelines should be made of steel water and gas pipes according to GOST 3262-75;
Ventilation - Exhaust with natural induction and air inflow through windows with the possibility of microslit ventilation.
Ventilation of the boiler room is provided with a natural impulse. The air inflow into the boiler room is carried out through the louvered grille Fzh.s.=0.05m2.;
Electric power equipment and electric lighting- According to the degree of ensuring the reliability of power supply, the electric receivers of the building belong to category 3, emergency lighting, electric valves and fire alarm devices - to category 1.

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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, master plan, tables

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

INTRODUCTION

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

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

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

Currently, the construction of clubs in rural areas is being actively carried out, since the state is interested in the spiritual and cultural development of rural citizens.

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

And for the leisure of young people discos are held.

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

1 . INITIAL DATA

Designed object: "Country club with a hall for 150 seats"

Place of construction: Pavlodar region. Mikhailovka village

Building-climatic zone in which the designed object is located in accordance with SNiP RK.2.04-01-2001 "Construction climatology"

Soil type at the construction site - Sandy loam.

Plant layer: h=10 cm.

The groundwater level is 4.87 m from the earth's surface.

Outside air temperature of the coldest five-day period, according to SNiP R.K.2.04-01-2001 "Construction climatology"

tIII = -10.5°C

tXII = -15.0°C

Estimated temperature indoor air +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 permanently frozen soils and mine workings in the construction area.

Building class II

Fire resistance class II

Durability grade II

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

Table 1

Wind rose data

Name

The prevailing wind direction in January is SW

The prevailing wind direction in July - 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 village club with a hall for 150 seats was chosen in accordance with sanitary, hygienic and fire safety requirements.

The plot size is 150x130mm. Terrain leveled

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

The site provides for: a building under design, dimensions in the axes 21x25.5; shop, parking, passages and driveways, police stronghold, trading house, parking.

Green area 63% of the total area of the site. TEP of the site, see sheet AC-1

3 . SPACE-PLANNING SOLUTION

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

The building under design has a hall-type planning scheme.

The shape of the building is rectangular.

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

The building is two-storey: the height of the floor is 3.3m., the height of the building is 7.vv4m.

table 2

Explication of premises

Number of the room	Name	Area, m2
	First floor

	Auditorium
	Foyer-Lobby
	Wardrobe
	Circle choral and orchestral
	Furniture pantry
	Household pantry
	Circle dance

	political education room
	Dock

	Hardware
	corridors

	Second floor
	Film projection
	Rewinder
	Library

	Room of accountants
	Manager's office
	Specialist room
	General room, organizations
	Lobby
	corridors
	postal operating room
	Parcel storage
	Mail handling
	Telecommunication room
	Drying clothes

4 . CONSTRUCTION SOLUTION

Structural scheme of the building

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

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

Base. Foundation depth calculation

The calculation of the foundation laying depth is carried out according to SNiP RK 5.01-01-2002 "Foundations of buildings and structures".

We determine the normative depth of seasonal freezing of the soil.

dfn =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 "Construction climatology".

d fn \u003d 0.28 * 8.26 \u003d 2.31m

We determine the estimated depth of seasonal freezing of the soil:

Where K h is a coefficient taking into account the influence of the thermal regime of the building, taken according to table 1 of SNiP RK 5.01-01-2002 "Foundations of buildings and structures"

d f \u003d 2.31 * 0.55 \u003d 1.27m

The foundation depth does not depend on d f .

Description of structural elements

Foundation

The foundation was designed by a strip team of reinforced concrete elements: foundation blocks.

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

The elevation of the foundation edge is equal to - 0.020 m.

Foundation blocks are laid on cement mortar M100 with obligatory dressing 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 nodes for the installation of foundations for the outer and inner brick walls are located on sheet AC-2.

External walls cultural complex constructive engineering

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

Thermal calculation of the wall

Thermal engineering calculation of the outer wall is carried out in accordance with SNiP RK 2.04-3-2002 "Construction Heat Engineering".

Construction area: Mikhailovka village, Pavlodar region.

Table 3

Material characteristics

Determine the required heat transfer resistance:

R tr \u003d n (tB-tH) / Dt H *a B

t B - design temperature of internal air +18°С

t n - estimated outdoor temperature -37 ° С

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

Дt H - normative temperature transfer 7°С

R tr \u003d 1 * (18 + 37) / 8.7 * 7 \u003d 0.90 W / m 2 ° С

Determine the actual resistance of the outer wall:

R o \u003d 1 / a in + R 1 + R 2 + 1 / a H

where R 1 \u003d b 1 / D1

R 2 \u003d b 2 / D 2

where b - layer thickness

D - coefficient of thermal conductivity

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

a H \u003d 23 W / m 2 ° С

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

accept wall thickness 510mm.

We check 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 coefficients of heat absorption of the material of the wall layers. See tab. 5

Since the resulting number is more than 510 mm., We solve it using -37 ° C for five days.

t3х.с=-37-40/2=-77/2=-38.5

R tr \u003d n (tB-tH) / a B * Dt H

1 (18 + 38.5) / 8.7 * 7 \u003d 0.76 W / m 2 ° С

R o \u003d 1 / a in + b 1 / D1 + b 2 / D 2+ 1 / a H

0.76=1/8.7+0.02/0.76+х/0.7+1/23

0.76=0.11+0.03+х/0.7+0.04

0.76-0.11-0.03-0.04x/0.7

The final wall thickness is 510mm.

Internal walls

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

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

The thickness of the inner walls is 380mm.

Partitions

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

Jumpers

Lintels over window and door openings are installed prefabricated reinforced concrete bar.

Table 4

List of jumpers

	Section diagram

floors

Floor designs are accepted depending on the purpose of the premises. Features of their operation, floor designs are selected in accordance with SNiP 3.02-03-2003 "Floors". This projected building has 6 types of floors.

Table 5

Explication of the floors

Number of the room	floor plan	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 on cement sand mortar grade 25-75 Underlayment (gravel, crushed stone) - 25 Ground base
		Concrete coating class B15-20 foundation soil
		Ceramic tiles Cement-sand mortar grade 150-20 Waterproofing - 1 sheet of glassine The underlying layer of concrete class B 7.5-80 foundation soil
16, 17, 18, 20, 21, 22, 23, 24, 26, 28		Parquet boards - 25 Logs of rectangular section-40 Soundproof gasket made of wood fiber boards, grades m-2 and m-3 Floor panel - 220
		Ceramic plate Ceramic plate-10 A layer of sandy cement mortar grade 200-20 Cement-sand mortar screed grade 200-40 Waterproofing -1 sheet of parchment Thermal insulation layer - expanded clay gravel
		concrete floors Concrete coating class B15-20 Sub-base made of B7.5 class concrete 80 Ground base

Window

To fill the window openings, wooden boxes are provided, consisting of bars of the outer contour (strapping). Double glazing. To protect against decay, the bars of the box are antiseptic and isolated from the brickwork with roofing paper. The box is fastened to wooden antiseptic plugs laid in the masonry of the walls. The gaps between the box and the masonry are filled with Macroflex foam.

doors

Door frames are used to fill doorways. Boxes are antiseptic and wrapped with roofing paper. Antiseptic plugs are laid in the brickwork of the walls, to which the door frames are fastened with nails. Swing doors are used according to the opening method. In the building being designed, it is planned to use door panels - panel construction, internal and external entrances - wooden.

stairs

In this projected building, the stairs are made of prefabricated reinforced concrete.

We accept a step with a size of 150x300mm.

Determine the width of the staircase:

In lx =3200-380=2820 mm

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 precast concrete panels with round voids and a smooth bottom surface ready for painting. The panels are laid on the wall along a layer of cement-sand mortar M 200. The support of the panels on the load-bearing walls is 200 mm. The seams between the panels and the walls are carefully filled with cement mortar M 100 in order to stiffen the floor. The ends of the panel are anchored into the masonry of a brick wall or fastened together with anchors in order to create a connection between the floor and the walls to give them stability and increase overall rigidity. Floor elements are given in the "Specification of precast concrete structures". On sheet AC - 2.

Roof

The building has a combined non-ventilated non-attic roof. The composition and plan of the roof, see sheet AC - 2.

5. BUILDING FINISH

Exterior finish - front brick.

Interior finishing:

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

In rooms 2, 4, 8, 11, 13, 14, 16, 17, 20, 24, 25, 27, 28, 29, improved dry plaster is being carried out.

In rooms 1, 2, 5, 10, 18, 19, 21, 22, 23, 26, PVA is being painted.

6 SANITATION AND ENGINEERINGEQUIPMENT

Water supply - combined domestic and drinking and fire protection from external networks.

The sewerage - economic in an external network.

Gutter - internal with open outlet and external

Heating - central, water from external networks. Heat carrier parameters Т = 95+70°C

Ventilation - forced-air and exhaust with mechanical and natural motivation.

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 heat 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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Advantages of prefabricated clubs

Budget solution to the problem of spending free time in the villages. Finished buildings from block sections can be used as houses of culture, cinemas, concert halls, libraries, children's complexes, discos, restaurants, museums, etc.
The possibility of organizing the space on a turnkey basis. Depending on the purpose for which the club will be used, it can be equipped with shelving (library), rows for spectators (cinema), etc.
Mobility. If you need to transport the club, you will not encounter difficulties, as prefabricated buildings are easy to assemble and dismantle.
Wide range of insulation options. Thanks to the use of modern insulation, you can comfortably stay in a modular building for a long time.

EXAMPLES OF OUR WORK

Prefabricated clubs from "Blokmodulstroy"

If you need to build a village club, please contact our company for help. Thanks to container-type buildings, you can significantly reduce the budget of this project. We offer both standard projects and turnkey project development.
You can contact our managers and discuss the details of the work at the numbers indicated on our website. The specialists of our company offer you a range of works - from the development of a project plan to the complete equipment of the erected building.

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