Diploma project on the theme "Sports complex"

Contents

1 Initial data

2 Plot Plan

3 Feasibility comparison of design options

decisions

3.1. Metrics for Design Choices

3.2. Heat Engineering Calculation of Enclosing Design Options

3.3. Calculation of quantities of works performed by options

3.4. Determination of the total economic effect by options

constructive solutions

3.4.1. Determination of the economic impact arising from

differences in the reduced costs of the compared variants

constructive solutions

3.4.2. Determination of the economic effect arising in the sphere

building operation during structural service

decisions

3.4.3. Determination of the economic effect resulting from

reduction of building construction time

3.4.4. Analysis of the total economic effect of options

4. Architectural and construction part

4.1. Space Planning Solution

4.2. Thermal engineering calculation of external enclosing structures

4.2.1. Calculation conditions

4.2.3. Energy indicators

4.5. Fire fighting measures

4.6. Internal networks

4.6.1. Heating and ventilation

4.6.2. Water supply and drainage

4.6.3. Power supply

4.6.4. Internal electrical equipment

4.7. Interior decoration and facade solution

5. Design and structural part

5.1 General Part

5.2 Loads and Impacts

5.3 Calculation of railway frame

5.4 Load collection

5.4.1 Loading - Seismic

5.4.2 Weight of floor slab with floor structure

5.4.3 Wall weight considering openings

5.4.4 Weight of 1 m.p. wall without openings

5.4.5 Column weight

5.4.6. Temporary loads per 1 m ² of overlap

5.5 Structural measures to ensure seismic stability of the building

6. Construction production technology

6.1 Construction and Installation Technology

6.1.1 Determination of nomenclature and volumes of on-site preparatory and main construction and installation works

6.1.2 Construction material and technical resources

6.1.3 Selection of main construction and installation machines, accessories and accessories according to technical parameters

6.1.4 Methods of works execution

6.1.5 Job Instruction for pedestal unit

6.1.6 Work schedule for concreting of cast-in-situ railway pile

6.1.7 Calculation of labour costs for pile pile concreting

6.1.8 Logistical resources

6.1.9 Safety precautions

6.1.10 Need for machines, equipment, tools, equipment and accessories for pile-top devices

6.1.11 Technical and economic indicators

6.1.12 Job Instruction for concreting of cast-in-situ railway/concrete slab in sliding formwork

6.1.13 Logistical resources

6.1.14 Work schedule for cast-in-situ concreting

6.1.15 Calculation of labor costs for concreting of cast-in-situ railway floor

6.1.16 Safety precautions during concreting of cast-in-situ railway floor

6.1.17 Need for machines, equipment, tools, equipment and accessories for the construction of a monolithic railway floor

6.1.18 Technical and economic indicators

6.1.19 Calculation of complex brigade composition

6.1.20 Integrated Brigade Composition

6.1.21 Composition of the integrated brigade

6.2 Feasibility Study of Mechanization Options

6.2.1 Initial data

6.2.2 Technical characteristics of cranes

6.2.3 Determination of techno-economic indicators

6.2.4 Main technical and economic indicators

7 Organization, planning and management in construction

7.1 Calculation and construction of network

7.1.1 Network Work and Resource Master Data

7.2 Network Chart and Optimization

7.3 Construction Plot Plan

7.3.1 Organizational and technical preparation for construction

7.3.2 Calculation of requirements for temporary buildings and structures

7.3.3 Calculation of storage space and space requirements

7.3.4 Calculation of demand for construction materials and

mechanized tool

7.4 Calculation of water demand for construction needs

7.4.1 Calculation of Electricity Demand

7.4.2 Power of lighting fixtures for internal and external

lighting

7.5 Calculation of compressed air demand

7.5.1 Technical - Economic Indicators for Construction Plan

8. Economic part

8.1 Calculation of construction and installation works

8.2 Local estimate No. 1 - 1 for construction works

8.3 Local estimate No. 1-2 for plumbing

8.4 Local estimate No. 1-3 for electrical installation works

8.5 Object estimate No. 1 for the construction of the administrative building and

bank buildings

8.6 Consolidated cost estimate for construction

administrative and bank buildings

8.7 Calculation of the degree of industrialization of administrative construction

bank buildings and buildings

8.8 Main technical and economic indicators

9. Safety of life at work

9.1 Ensuring safe working conditions during flat roof arrangement

9.1.1 Scope of work

9.1.2. General provisions

9.1.3 Safety during roofing operations

9.1.4 Bitumen Mastic Safety

9.1.5. Safety of insulation device

9.1.6. Safety in the arrangement of built-in waterproofing

Source Data

The site is located in the central part of Novorossiysk on the street. Anapskoye highway.

- Construction and climatic subdivision as per SNiP 2.01.01-82

"Construction climatology and geophysics" - III-B;

Snow cover weight according to SNiP 2.01.0785 "Loads and impacts" - I area, standard value of snow cover weight 35 kg/m ²;

Wind pressure according to SNiP 2.01.0785 "Loads and impacts" - VI district - in accordance with the letter of TsNIISK named after Kucherenko dated 11.05.88 No. 092467, the normative value of the average component of the wind load is 73 kg/m ²

- Standard depth of clay soils freezing as per SNiP

2.01.0182 "Construction climatology and geophysics" - 0.8 m.

- Humidity area as per SnIP II379 * "Construction heat engineering " -

wet.

Snow load - 0.35 kPa.

Wind pressure - 0.48 kPa.

Site seismicity - 9 points.

The level of responsibility of the building is II.

The fire resistance of the building is II.

According to the materials of technical surveys on the facility "Sports complex with spectator seats in Novorossiysk," carried out by the Kubangradostroyproekt enterprise, the ground conditions of the site are as follows :

- modern soil, loamy, heavy, hard, unsalted 0.3-0.4 m;

- bulk soil - solid loam with inclusions of construction and household waste 0.5-2.0 m;

-shaven, heavy, hard, 0.5-1.0... 2.5-2.8 m ;

-yellowtail, semi-solid to refractory, with inclusions of debris material, layers of crushed clay 2.5-2.8.. 8-8.6 m.

2. GENERAL PLAN.

The building is located in the quarter of Novorossiysk on the street. Anapskoye highway. The object is located in the historical development Land allotted for the construction of a universal sports complex, located in the western part of Novorossiysk, in the Primorsky administrative district, in the area of ​ ​ ul. Anapskoye Shosse and st. Lunacharsky.

The rectangular section, with a total area of ​ ​ 2.5 hectares, is limited to:

- from the north - Tsemesskaya grove;

- from the east - arable land;

- from the south - st. Anapskoye Shosse;

- from the west - the territory of a preschool institution.

The relief of the site is calm, with a decrease to the east. The elevation difference is 3.3m.

In the southern part of the site there is a dilapidated retaining wall, with a height of 0.4m to 1.2m.

The site is free from development.

In the northwestern part there are green spaces.

4.1.volume-planning solution

The sports complex is designed for training and competitions in mini football, handball, basketball, volleyball, rhythmic gymnastics, boxing and wrestling.

In addition, rooms are provided for locker rooms, administrative apparatus, coaching and judicial personnel.

The building of the sports complex on the street. Anapskoye Shosse in Novorossiysk is designed 2-story, rectangular in plan, with dimensions in the axes 54.0m x 42.55m.

The compact solution for the volume and size of the building is dictated by the configuration of the site and the placement on the master plan of buildings and structures of the main and auxiliary purpose.

The building is designed without a basement. Wiring of utilities is provided in impassable channels and in bulk soil.

The building includes a universal sports hall (with a field for playing 40m x 20m) with stands for spectators and a hotel with 15 seats.

On the 1st floor there are: a lobby, a wardrobe, a buffet, sanitary units for spectators, an elevator from 1 to 2 floors for disabled people, undress, showers, sanitary units for athletes, coaching, administrative and auxiliary rooms, engineering facilities.

On the 2nd floor there is a universal sports hall with stands, a hotel, a recreational room for the disabled. Evacuation from the 2nd floor level - by four stairs, two of which are designed open outside the building area.

Communication on floors and evacuation from the hotel - by two closed staircases with an exit directly outside.

Exit to the roof through the external fire ladders. Removal of atmospheric precipitation along the internal drain.

4.4 structural solution of the building.

Monolithic foundations - for columns (columnar supports) connected by bridges.

The load-bearing elements of the building are a metal frame (column spacing - 5.4 m x 5.4 m) for the main volume and a reinforced concrete frame for a 2-storey hotel.

External walls - brick, 380 mm thick with effective insulation, hinged sandwich panels.

Roofing - metal steel with effective insulation and roll coating, roll carpet with insulation on reinforced concrete coating.

Brick partitions 120 mm thick with a metal frame.

Floor covering; granitoceramic tiles, ceramic tiles, large-sized ceramic tiles, linoleum on a fabric basis, piece parquet, gym floor wooden bar 60x60, laid along the hall with joints on lags pieced.

Protection of bearing metal structures, accepted from cement sand mortar 40 mm thick.

Protection of bearing elements of wall panels, trusses and runs - fire-retardant composition.

Aluminium structures are used as filling of window openings, stained glass windows and external doors.

The design provides for suspended ceilings in the places of laying utilities - air ducts. Suspended ceilings are accepted from gypsum board sheets along the metal frame of KNAUF company.

The height of the 1st floor is accepted - 3.6 m, the second (gym) - 9.6 m, (hotels) - 3.3 m. At the bottom level of the gym trusses, running bridges for servicing lamps are designed.

4.5 fire-fighting measures.

The fire-fighting water supply system and structures are designed for the needs of the external and internal fire extinguishing of the sports complex .

The volume of water for external and internal fire extinguishing is stored in two tanks with a capacity of 500 m3 each, together with the volume of water for automatic fire extinguishing .

The design volume of water is 732 m3 and consists of:

- water flow rate for external fire extinguishing for 3 hours and is 25 l/s 270m3

-water flow rate for internal fire extinguishing for 3 hours and is 5 l/s -54 m3

-water flow rate for automatic fire extinguishing for 30 minutes and is 23 l/s - 42m3

In connection with the seismicity of the construction area of ​ ​ the sports complex, 9 points and when using one water supply source, the volume of water is accepted twice as much (SNiP 2 requirement. 04. 0284 items 15.3).

To supply water to the fire site, a pumping station, an individually developed ring fire-fighting water supply network with the arrangement of wells with fire hydrants and disconnecting valves and automatic fire extinguishing networks to the control unit located in the fire station room in the sports complex building is designed.

Evacuation from the first floor is carried out through the main entrances and stairs with access directly to the land. Evacuation from the second is carried out through two capital stairs, with exit directly to the outside.

The width of the external doors on the escape route, as well as the marches, platforms, the slope of the stairs, and the spacing of the steps comply with the requirements of SNiP 210197. Incombustible materials are accepted on the escape routes in the decoration.

A fence is provided along the perimeter of the roof in accordance with GOST 25772. The number of exits to the roof is two.

4.6. internal networks.

4.6.1. heating and ventilation.

Horizontal heating systems are provided, independent for the premises of the first floor, hotel and gym. For the premises of the first floor and the hotel, a 2-pipe horizontal heating system with the associated movement of the coolant is provided. The heating devices are cast-iron radiators MS 14098 and island convectors "RHYTHM," installed at the stained glass windows. Automatic Danfos radiator thermostats are provided for heat transfer control. Coolant parameters in the heating system 9570 gr. С.

For the premises of the gym, a single-tube horizontal heating system is provided, designed to maintain the temperature in the hall at least + 5g. C. Cast-iron radiators MS 14098 with installation of double-control cranes on instrument leads are used as heating devices.

Ventilation systems with artificial impulse and heating of air in winter are provided. The equipment and purpose of the systems are given in the "Characteristics of heating and ventilation equipment" Equipment of ventilation systems is located in independent ventilation chambers, distribution and removal of air is provided by metal air ducts. The P1 system, which provides air heating for the gym, is equipped with two fans operating in parallel. To prevent the spread of smoke, the project provides for the installation of fire retardant valves on P-1 ducts and the conclusion of a transit section of exhaust ducts into the mine with a fire resistance rating of at least 0.75 hour.

4.6.2. water supply and sanitation

Water supply points and sewage outlets are made at the place according to the customer's decision. The water supply of the designed sports complex is carried out from the existing city water supply system with a diameter of 100mm, passing in the area of ​ ​ the kindergarten. Head in the existing network is 0.25 MPa. In accordance with the source of water supply and the requirements for the amount of water consumed, its quality and purpose,

-manpower and drinking;

- fire-fighting water supply.

The on-site water supply network is dead end with a diameter of 110 mm. On the network, on the branch to the complex building and on the branch to the fire hydrant, a well with disconnecting valves is installed. Disconnecting valves are also provided in the existing well at the connection and are installed on the branch to the sports complex site. The water supply network is made of polyethylene pipes with a diameter of 110 mm. According to GOST 1859983. Wells on the network are made of prefabricated reinforced concrete products according to typical design solutions 901.09.-11.84.

Sewerage

To divert household wastewater from plumbing devices and buffet washes of the sports complex, an on-site sewage network was designed, passing along the street. Anapskoye Shosse. Sewage networks are provided from ceramic pipes according to GOST 28682 with a diameter of 150 and 200 mm. At the releases from the building and turns of the network, wells are arranged from prefabricated reinforced concrete products according to typical design solutions. 9020922.84

Rain sewer

To collect rain water from the internal drains of the complex and collect rain water from the sports complex site, a closed rain sewer system is provided with subsequent discharge of rain water into the corresponding rain collector with a diameter of 1500 mm, passing through the territory of the sports complex. Rain sewer networks are made of asbestos cement pipes with a diameter of 100300 mm according to GOST 183980 *. At the releases from the building and at the turns of the network, wells are arranged from prefabricated reinforced concrete products according to typical design solutions. 9020922.84

4.6.3. POWER SUPPLY.

In accordance with the solution and specifications of the Novorossiysk city electric networks enterprise, the power supply of the sports complex is provided from the existing transformer substation 6/0.4 kV. TP230 V.

The standby power supply of electric receivers of category 1 provides for a diesel-electric plant with a capacity of 100 kW.

4.6.4. internal electrical equipment.

An input switchgear will be installed at the input of the supply lines to the building.

An automatic protection switching station and a distribution panel with automatic machines are installed in the power panel.

In order to reduce electrotraumatism, increase fire safety of electrical installations and in group boards, protective disconnection devices are installed. Group distribution networks are made by IR grade wire laid in pipes in the wall and ceiling structure.

Lines of group network laid from boards to single-phase electric receivers are made three-wire and to three-phase electric receivers - five-wire.

Connection of wires in unpacking boxes is made using terminal blocks. The wiring is hidden in the pipes behind the suspended ceiling. Height of sockets installation is 0.3 m from the floor, height of switches installation is 1.0 m from the floor.

4.7. interior decoration and facade solution.

External finishing of facades is given in the table on AP sheet No. 6

The interior rooms are plastered and patched with materials of the Knauf system, followed by high-quality water emulsion painting. Domestic premises are lined with ceramic tiles of light tones to a height of 1.8 m. Suspended ceilings made of gypsum board of the GCLV and MCCLO brand, hatching of seams with subsequent high-quality water emulsion painting.

8.2. Technical and economic indicators of the project

1. Building volume - 28,428 m3

2. Building area - 2 193.5 m2

3. Useful area of the building - 3 539.2 m2

4. Total building area - 3 570.8 m2

5. The construction cost is 60168.83 thousand rubles.

6. Labor intensity - 135.85 thousand people-hour.

7. The cost of 1 m2 is 16.9 thousand rubles.