Leisure center in the village of Stanovoye, Oryol district

Contents

Introduction

1 Feasibility study for selection of design solution option

1.1 Basis for selection of the bearing structure of the coating

1.2 Brief description of the compared versions

1.3 Determination of technical and economic indicators

2 Architectural and construction section

2.1 Characteristics of the construction area

2.2 Climatic characteristics

2.3 Geotechnical characterization of the district

2.4 General characteristics of the projected target

2.5 Design Site Plot Plan

2.6 Functional Solution

2.7 Volume Planning Solution

2.7.1 Inputs (outputs)

2.7.2 Stairs

2.7.3 Vertical and horizontal layout of the building

2.7.4 Calculation of the premises of the group stay

2.7.5 Space-planning parameters of the plant

2.8 Design Solution of the Building

2.8.1 Construction System

2.8.2 Zero CEC Designs

2.8.3 Standards

2.8.4 Thermal Design Calculation of Enclosing Walls

2.8.5 Overlaps. Balconies. Cover

2.8.6 Thermal design calculation of coating

2.8.7 Large-span structures

2.8.8 Krov-la

2.8.9 Stairs

2.8.10 Partitions

2.8.11 Doors. Windows. Vitra zhi

2.9 Exterior and interior decoration of the building

2.10 Engineering Equipment

3 Design section

3.1 Calculation of AP

3.1.1 Determination of geometric dimensions

3.1.2 Load collection

3.1.3 Static Account

3.1.4 Design Account

3.1.5 Calculation of an inhaling

3.1.6 Calculation of bonds

3.1.7 Calculation of links

3.2 Calculation of wooden slab

3.2.1 Determination of geometric dimensions

3.2.2 Load collection

3.2.3 Design Account

3.3 Calculation of the coating truss

3.3.1 Determination of geometric dimensions

3.3.2 Load collection

3.3.3 Static Account

3.3.4 Design Account

3.3.5 Calculation of welds of bars attachment

4 Foundations and foundations

4.1 Engineering and geological characteristics of the construction area

4.2 Foundation settlement calculation

4.3 Calculation of tape foundation

4.4 Foundation settlement calculation

5 Technology of construction production

5.1 Definition of scope of work during installation of prefabricated structures

5.2 Selection of methods of production of installation works

5.3 Costing Labor and Wages

5.4 Determination of technical resource requirements

5.4.1 Determination of installation valve parameters

5.4.2 Determination of required number of installation frames

5.4.3 Techno-economic comparison of the montage variants

5.4.4 Selection of machines and mechanisms

5.4.5 Calculation of special vehicles

5.5 Quality control of the bot

5.6 Technical and economic indicators for installation of prefabricated structures

6 Construction organization

6.1 Construction Schedule

6.1.1 Determination of the volumes of the bot

6.1.2 Determination of labor and machine-intensive costs

6.1.3 Work Schedule

6.1.4 Definition of construction material requirements

6.1.5 Technical and economic indicators

6.2 Construction Plot Plan

6.2.1 Skla-da

6.2.2 Temporary Tasks

6.2.3 Temporary water supply

6.2.4 Temporary power supply

6.2.5 Technical and Economic Indicators

7 Life safety

7.1 Analysis of hazardous and harmful factual factors

7.2 Protection of tru-da

7.2.1 Safety Equipment

7.2.2 Characteristics of the construction site

7.2.3 Occupational Safety Assessment at Construction Site

7.2.4 Safety of bot production

7.2.5 Calculation of searchlight for construction area

7.2.6 Calculation of air thermal curtain for main inlet doors

7.3 Environmental protection

7.4 Emergency Security

7.4.1 Causes of fires and explosions

7.4.2 Fire and explosion prevention systems

Provision of explosion and fire safety

7.4.3 Requirements for Explosion Prevention

7.4.4 Evacuation of people from the premises of the building

7.5 Fire Safety

7.5.1 Provision of safety conditions in case of fire

7.5.2 Fire action procedure

7.5.3 Calculation of primary fire extinguishing equipment

8 Construction Economics

8.1 Local estimate No. 1 for civil works

8.2 Local estimate No. 2 for special works

8.3 Object scale

8.4 Summary Estimate

Application

List of literature

Introduction

Today, social and cultural activity is a holistic, multifunctional sphere of activity that can support the sustainable development of society.

Undoubtedly, the growth of free time (leisure) should be ahead of the growth of working (production) time. Working time is the time for the production of things, leisure can be considered as the time for the formation of the human person. And if personality formation is more important than the production of serial things, then leisure in a civilized sense is really more important than working time devoted to things.

Projects and programmes in the field of professional culture can solve various tasks:

- Educational and career guidance aimed at the formation of a person seeking to maximize the realization of intellectual, emotional and creative opportunities in work.

- professional adapting (professional clubs that create the conditions for the fullest expression of the personality of a specialist, the realization of the creative potential of a person within the framework of the main profession, the formation of professional ethics.

Within the framework of cultural leisure, as well as as its separate direction, physical education and sports occupy a significant place - one of the important means of harmonious development of the individual in society. Since the times of the USSR and until now, various sports competitions have been held between production teams of enterprises both within the city and the region and the country.

One of the places where the worker can satisfy his cultural, creative and sports needs is the house of culture (leisure center), directly the enterprise itself. The main function of this structure is to conduct cultural leisure of workers and conduct sporting events throughout the city or region. Also an important task is to conduct recreational activities.

In a real market economy, with the development of mortgage lending, any enterprise, with the support of administrative authorities, having a profit, can afford the construction of cultural objects. In the village of Stanovoye at the moment there is not a single object (cultural and public center) for residents. The leisure center of the village can act as its person, that is, by the gracefulness of the construction, the first opinion is created about the well-being of the situation in the village. The aesthetic expressiveness of the structure is enhanced by the use of monumental art in the architectural composition.

2.3 Geotechnical characteristics of the area

The main types of soils within the site are as follows: at the base of the structure, i.e. at a depth of 2.55 m, there are refractory clays, which are a good water stop. Geomorphologically, the site of the designed structure is located within the fluvioglacial plain. The absolute elevations of the earth's surface vary between 180.00183.00.

In the geological structure of the site to a drilling depth of 18.0 m, a soil-vegetation layer (PQIV) is involved - with a thickness of 0.20.4 m, cover deposits (PrQIIIII) - tugo- and soft-plastic clays, with a thickness of 1.12.2 m; fluvioglacial deposits (fQII) - dusty sands, small medium-sized, medium-density and gravel-pebble soil, plastic loams, soft and refractory loams, semi-solid clays, soft and refractory clays with a capacity of 6.711.0 m; moraine loams and clays with lenses and sand interlayers, refractory and semi-solid (gQIID) with a capacity of 2.28.6 m.

Soils in the upper part of the geological section up to a depth of 8.0 m to W4 concrete are non-aggressive in terms of SG SO42 content.

Hydrogeological conditions.

UHF depth: hydrogeological conditions of the site are characterized by the presence of a above-sea aquifer. The water-containing soils of the above-frozen aquifer are fluvioglacial sands, loams, clays. Moraine loams and clays serve as a water stop.

For the predicted elevations of the above-sea aquifer, the elevations measured during drilling with an excess of 1.0 m can be taken.

According to the results of chemical analyses, groundwater in this area in accordance with SNiP 2.03.1185 is a weakly aggressive medium in terms of aggressive carbon dioxide content for concrete of normal permeability of W4 grade.

There are no water bodies near construction.

Characteristics of vegetation.

The presence and species of woody, shrub, herbaceous vegetation: birch, aspen, maple, wild shrubs.

Characteristics of existing impacts.

Underground transport connections (metro) are not located near the designed structure, therefore, there are no negative dynamic impacts on the construction and further operation of the building.

2.4 General characteristics of the designed building

The designed facility is the building of the leisure center, which is intended for construction in the village of Stanovoye, Oryol district, for cultural leisure, celebrations, as well as sports events in the city or region among labor collectives and groups of higher, secondary and professional education. The operation of the cafe can be carried out independently of the work of the entire building by the plant management or tenants of the premises, and it is also possible to sell it to others by decision of the plant management. In the auditorium, other spectacular events can be held at the city level, as well as a permanent cinema, in consultation with the management of the enterprise, in order to profit from the rental of premises. The total one-time capacity is 1509 people. Building class - II, durability degree II, fire resistance degree-II.

2.5 Plot plan of the designed building

The designed building will be located in the northeastern part of the village. The present project for the development of the territory decides the reconstructed part of the quarter and includes the territory on which administrative buildings and a pool with adjacent territories will also be located.

The master plan includes areas directly adjacent to the designed building. They include: driveways, access roads, parking lot, sidewalks, part of the sidewalks of the main streets, an open basketball court, a landscaped area (flower garden, shrubs, trees), small architectural forms (fountain, benches, tables, urns). The building area for which the master plan is being developed has overall dimensions of 145x109.5 m.

Object binding. The materials for linking the designed building are a map - a diagram of the red lines of the village, which is managed by the department of architecture. The building is attached by assigning distances (with an accuracy of 0.1 m) from the point of intersection of the axes of the building "L" and "1" to the red lines of the main streets of the village.

Microclimate control. In accordance with the norms [6], the placement and orientation of residential and public buildings should ensure the continuous duration of insolation of residential premises and territories, as well as premises with a long stay of people, for zones south of 58 ° N - at least 2.5 hours per day for the period from March 22 to September 22. Based on this, we orient the building with the main facade to the north.

Layout of the terrain. The vertical layout is accepted as continuous with small height differences in connection with the organization of the drainage. Vegetal soil is to be cut within the boundaries of vertical layout, cut soil is used in landscaping areas. The removal of atmospheric precipitation is decided along the driveways to the lower sections of the relief, and from the off-site territory the removal of precipitation is carried out along reinforced concrete trays.

Car park. In accordance with att. 9 [6], the number of cars per design unit (100 seats or one-time visitors) is three to five pieces. The accepted number of one-time visitors is 1509, we accept the standard number of cars per unit of account - five, we get a parking lot for 75 seats. A place for one car is accepted 2.5x5 m, the parking area will be 937.5 m2. We accept an open parking lot with a plan size of 47x20 m, an area of ​ ​ 940 m2, with a separate entrance and exit. The construction of the garment of the parking lot is accepted as for the roadway. Along the perimeter, the parking lot has a metal fence 1.2 m high.

Basketball court. Designed for training and play in the warm season. The size of the site is 18x36 m. Asphalt concrete coating is 30 mm along the crushed stone layer 58 mm. Fence - metal mesh height

4 m, attached to struts from channels. Entrance to the site from the side of the passage.

Driveways and sidewalks. For transport communication of structures with the surrounding building, passages with hard-type capital road clothing are provided (surface - medium-grained asphalt concrete 30 mm, coarse-grained - 40 mm, base - crushed stone 100 mm, laid on local compacted soil). The width of the driveways is 6 m. The driveways are connected Gobodno, providing unhindered passage around the building. The first passage is the entrance to the parking lot. The second passage is oriented deep into the quarter and communicates with intra-quarter structures. Exit from the parking lot is also carried out along the second passage. The radius of connection of the driveways with each other, as well as with the main streets is 10 m. The width of the sidewalks along the main streets is 3 m, the sidewalks along the driveways are 1.5 m. The sidewalks are enclosed with curbs made of side stone BR.100.30.15. The excess of sidewalks above the driveways is 15 cm. The area in front of the main facade is paved with paved concrete hexagonal tiles (tile side size 40 cm, thickness 4 cm). The tiles are laid on a dry mixture of sand and cement with a thickness of 50 mm. Base - crushed stone

50 mm. Paving areas at the ends of the building are 6 m wide, have a pavement of asphalt concrete 30 mm along a layer of crushed stone 80 mm. The coverage of the site inside the building is the same as described above. The width of the pavement around the building is 1 m. The pavement is made of asphalt concrete 30 mm thick along the crushed stone layer.

150 mm.

2.7 Volumetric planning solution

The building has a complex architecture both in plan and in height. A plan view is a rectangular closed loop polygon centered on an external space to provide good natural light. The height is represented by a basement and three floors in different levels. The planning elevation of the ground level is minus 0.600. The elevation of the highest point of the building structure (arch cover plate) is plus 16.280.

2.7.1 Inputs (outputs)

The building has 12 entrances. Two (main) are located on the side of the main facade in the vestibule vestibules, one on the side of the western facade in the stairwell, two on the side of the eastern facade: one in the box office lobby, the other in the building, two on the side of the rear facade: into the basement and loading food unit of the cafe, three on the insides of the building: two in the stairwells, one in the cafe, two entrances - from the ramp: one in the lobby of the auditorium, the other in the warehouse of scenery. The width of the main entrances, the entrance to the cafe, to the loading cafe is 1.2 m, the width of the entrances to the western facade is 2.1 m, the width of the entrances from the ramp is 2.4 m. The entrances to the staircases should be considered spare (or evacuation) and their operation is unstable. Their width is 0.9 m, which is more than the minimum for evacuation exits - 0.8 m. The height of the main, western and entrance from the ramp is 2.3 m, the rest - 2.1 m.

2.7.2 Stairs

The building has five staircases. All stairs have natural lighting. Orientation on the building is adopted as follows. The first is in the southeast corner, the second is in the southwest corner, the third is in the northwest corner of the building. The remaining two are located inside the building: the fourth in the southwest inner corner, the fifth in the northwest inner corner and adjoins the auditorium. Access to the roof is carried out from the first and third staircases. Stairs No. 3 and No. 5 are three-march, the rest are two-march. The mutual location of the stairs is based on the maximum length of the escape routes. So, for this designed building, this length will be 40 m. All staircases can be considered evacuation, therefore we accept the parameters of the marches in accordance with special safety requirements:

a) the relative value of the climbs of one ladder, measured along the middle line of the flight of stairs, cannot be changed.

b) height of steps is not allowed more than 19 cm, tread width is not allowed less than 26 cm.

c) the maximum number of steps in one march is 18, the minimum is three.

d) minimum useful width of the march - 100 cm.

e) railing height measured from the front edge of steps is not less than 90 cm.

f) at the height of the railings it is necessary to take into account the horizontal loads on them (according to [7] for a public building - 0.8 kN/m2).

We previously accept all marches from the prefabricated railway, with a width of more than

1 m with metal railings 0.9 m high and tread dimensions 30 cm, riser - 15 cm.

To assign the final parameters of the flights, we perform an additional calculation of the stairs:

1) Step size formula. The length of a person's pitch ranges from 60 to 66 cm, an average of 63 cm. From this follows the rule for the convenience of using the stairs:

A + 2B = 63 cm (6066 cm), where: A is the width of the tread, B is the riser.

30+2х15=60 cm.

2) Formula of convenience. Defined by the Institute of Physiology of Labor

named after Max Planck, the formula sets the lifting factor, which requires the lowest cost of forces when climbing the ladder.

A-B = 12 see 3015 = 15 cm.

3) Security formula. Safety when descending the stairs mainly depends on whether the leg finds the correctly calculated width of the stage. With a small width of the stage, there is a danger of slipping through its leading edge, with a large width, there is a danger of catching on its leading edge. Moreover, here, the riser should be at least 14 cm and not more than 20 cm, and the tread should be at least 26 cm and not more than 32 cm.

A + B = 45 see 30 + 15 = 45 cm.

Leave the predefined stair parameters. We specify the width of the stair marches for architectural and structural reasons, as well as the nomenclature of railway prefabricated products: staircase No. 1 and No. 4 - 1.3 m, staircase No. 3 and No. 5 - 1.7 m, staircase No. 2 - 1.8 m. The street march of the entrance to the basement is adopted 1.7 m wide with similar sizes of steps.

2.7.3 Vertical and horizontal layout of the building

The vertical and horizontal layout of the building was carried out on the basis of ensuring the best functional processes for each of the functional blocks.

The basement is located in two levels: at elevation minus 2.700 - the first level and minus 3.300 - the second. Basement height 3.3 m. Ceiling elevations of different levels: plus 0.300 and 0.000. In plan, the basement is L-shaped and is bounded by the axes "714" and "A1L." In the basement there are technical rooms, an orchestra pit, an artistic room and an office of the artistic director. In the center of the basement between the axes "1113" and "LG," there is a closed space with soil of natural occurrence up to the level of minus 0.800 and bulk sealed soil up to the level of plus 0.300. The basement is connected to the first floor by staircase No. 4, as well as two entrances to the orchestra pit from the stage. The first floor has a U-shape with elevations of clean floors in three levels: the first - 0.000, the second - plus 0.600 and the third - minus 0.450. The ceiling elevations for the three floor levels, respectively, are: plus 3.300, plus 3.300 and plus 4.300. The height of the floor in these levels is: in the first - 3.6 m, in the second - 3.0 m, in the third - 4.8 m. On the first floor there are 42 rooms. This is a cafe complex, part of the auxiliary rooms of the sports and leisure block, the main room and part of the auxiliary entertainment block. Two rooms of the first floor (latrines and the director's office) are located in the subtribute space. Its useful width is 6 m between the axes 16 and 17, the height of the rooms of the sub-tribe space is variable, with elevation differences from plus 2.200 to plus 3.300. At the level of the first floor is the auditorium. Its stage is located at plus 0.600, the excess of the stage above the first row of spectator seats is 0.95 m. The stage and the auditorium are made in different blocks in height and width. The scene dimensions in purity are 13.01x15.62 m, the bottom elevation of the bearing structure of the coating plus 11.800. In the corners of the stage there are two staircases that communicate with the orchestra pit located in the basement level, and one of them is also connected with the balcony. Balconies are designed on both sides of the hall at elevation plus 3.600 with a size of 1.4x9 m of cantilever structure. The balcony fence consists of metal railings 0.9 m high and blind plastic skins. The scene has daylight designed through stained glass windows located along the covering truss along the axis "13." The stage is connected to the scenery warehouse through a gate measuring 4x3 m. In addition, there are two independent entrances measuring 0.9x2.1 m on the stage. One entrance is located on the side of the artistic rooms and costume room, the second - opposite the fire station. The auditorium is designed with dimensions in purity 23.62x20.81 m. Spectator seats are located in three sectors, separated by passages of 1 m. The elevation of the lower row of spectator seats is minus 0.350, the upper row is plus 3.600, the elevation of the bottom of the bearing structure of the coating is plus 7.050. The distance between the backs of the spectator seats is 0.85 m. At the level of the first floor, the entrance to the auditorium is carried out in three ways:

a) from the street through the tambour along the ramp,

b) through the lobby,

c) through a network of corridors from the western facade.

At the level of the second floor in two ways: through the lobby and from stairs No. 2. The width of all entrances is 2.4 m, height 2.3 m.

The second floor in the plan is an O-shape. Additional space for spaces is formed in the area bounded by "71" 0 and "LI" axes. Formed by external walls in the center of the building square, 70% filled with translucent structures to ensure good natural illumination of corridors, technical circle and dance hall. The second floor is planned in two levels. The first level is located at the floor elevation plus 3.600 and is the last for this part of the building. The ceiling elevation of this level is plus 7.420. The second level is located between the axes "17" and "18" at the floor elevation plus 4.350 and is not the last - above this level is the third floor. The ceiling elevation of the second level is plus 7.050, the floor height in the second level is 3 m. The following groups of rooms are located in the first level: the main and three auxiliary sports blocks, circle rooms, an audience, a buffet, a foyer, latrines. The audience has dimensions of 11.62x14.73 m and is equipped with a film projection room. Inside the audience there is a stage with a size of 5.81x8.81 m, a height of 0.6 m. Listeners' seats are located in nine rows without a slope. The lack of audience layout is the column located inside it. In the second level, the premises of the cinema equipment complex are located. The gym has dimensions in the purity of 30x17.62 m, the bottom elevation of the bearing structure of the coating (tightening of the arch) plus 10.600. Two entrances were designed into the gym. The first is directly from stairwell No. 1, the second is from the corridor of the second floor. Both entrances are 2.1x2.3 m in size. Communication with the inventory is carried out through a gate with a size of 3x2.3 m.

The third floor is located between the axes "1718" and "VL" at the elevation of the clean floor plus 7.350. Coating plate bottom elevation plus 10,050. On this floor there are a ventilation chamber of the auditorium, a storage room and a dark one. Communication with the second floor is carried out through staircase No. 2.