Implementation of an investment project to create a pig breeding complex in Telchensky settlement, Oryol region, Mtsensky district

Contents

INTRODUCTION page

1. TECHNICAL PART pp

1.1 ARCHITECTURAL SOLUTIONS pp

1.1.1 Initial data of pages

1.1.2 Site geotechnical conditions per page

1.1.3 Architectural and planning solutions of pages

1.1.4. Volume and planning solutions of pages

1.1.6.Sanitary and household service

1.1.7 Main articles and materials pp

1.2 TECHNICAL EXPERTISE page

1.2.1. Characteristics of construction area pp

1.2.2 Characteristics of designed buildings pp

1.2.3. Water supply per page

1.2.4 Drainage of pages

1.2.5 Internal water supply and sewerage networks

2. LEGAL EXPERTISE page

3. ECONOMIC EXPERTISE page

3.1 Characteristics of agriculture in the Russian Federation page

3.2 National project: "Agro-industrial complex development" page

3.3 Analysis of financial condition of countries

4. REAL ESTATE VALUATION page

4.1 Analysis of external factors of pages

4.2 Description of the object pp

4.3 Calculation of project implementation cost pp

5. MANAGEMENT EXPERTISE page

6. ENVIRONMENTAL IMPACT ASSESSMENT page

7. SAFETY AND SAFETY

p

CONCLUSION page

List of used literature pp

Applications page

Introduction

A diploma project is presented to your attention on the topic: "Implementation of an investment project for the creation of a pig breeding complex in the Telchensky settlement, Oryol region, Mtsensky district." One of the strategic directions of strengthening the economy of the country and the region is ensuring food security .

Currently, there are a number of serious problems related to agriculture in Russia: a high percentage of agricultural imports, dilapidated equipment used in agricultural enterprises, a low percentage of the population living in rural areas with a low percentage of their employment, and a general weakening of infrastructure. However, in recent years, positive trends have appeared related to the implementation of the national project "Development of agro-industrial complex." Thus, according to preliminary estimates, in 2010 the gross agricultural production index will be 112%. Thus, growth in the agricultural sector has been going on for eleven consecutive years. At the same time, in crop production already exceeded the reference year 1990 and amounted to 117%, and in livestock - only 62%.

Since 2008, the priority national project "Development of agro-industrial complex" has been transformed into the State Program for the Development of Agriculture and Regulation of Agricultural Products, Raw Materials and Food Markets for 2008-2012.

On the basis of the above, the current direction is the development of an investment project for the construction of a pig breeding complex.

The project aims to increase the cost of empty agricultural land by creating improvements, increase the percentage of employment of the population, by creating new jobs, and also reduce pork imports to the Oryol region due to large volumes of production.

To implement the project, a site was chosen located in the Telchensky settlement, Mtsensky district, Oryol region. He was not chosen by chance. Firstly, it is located within our region and is closest to the strategically important exporter of the Moskov region, and secondly, there is one of the largest percentage of unemployment in the Oryol region. Now let's give all the necessary calculations and explanations for this project.

Architectural Solutions

1.1.1 Initial data:

Section "Architectural Solutions" of the diploma project for the construction of an industrial-type pig breeding complex with a completed production cycle. The reproducer, with a capacity of 4800 sows at the address: Oryol region, Mtsensky district, Telchensky settlement 16 km from the Mtsensk-Bolkhov highway, was developed on the basis of a diploma design assignment.

The area of the designed object is characterized by the following climatic effects:

- design snow load (as per SNiP 2.01.0785 *) - 180 kg/m2

for III district

- wind speed standard head (as per SNiP 2.01.0785 *) -30 kg/m2

for II district

- estimated winter outside air temperature most cold

five days (according to SNiP 230199) - -26 degrees C

- climatic area (according to SNiP 230199) II

In accordance with the requirements of SNiP 210197 * "Fire Safety of Buildings and Structures," the designed building No. 2 has the following characteristics:

- fire resistance rating of the building - II;

- functional fire hazard class - F5.3;

- structural fire hazard class - C0, C1;

1.1.2 Site geotechnical conditions:

Earlier, engineering and geological surveys were not carried out at the investigated site. Absolute elevations of the site surface vary from 233.68 to 237.28 m. The site is free from buildup.

The geological structure of the site has been studied to a depth of 10.0m and is represented by clay cover formations (pr IIIII). From the surface, the soil-plant layer (pd IV) is ubiquitous, with a thickness of 0.5-0.7 m, respectively.

Geomorphologically, the survey site is confined to the southern slope of the watershed. The surface of the site is relatively flat.

At the time of surveys (June - August 2006), underground waters were opened at a depth of 2.1 -2.55m. Absolute elevations of underground water level vary from 231.18 to 235.18 m. Groundwater has a slope in the southeast direction. Water-containing soils are loams (layer 2). The water stop will not be opened. In the spring - autumn period, the level of groundwater is subject to seasonal fluctuations. The amplitude of the oscillations reaches 0.5-1.0m. relative to the one recorded at the time of survey.

According to chemical analysis, hydrogencarbonate potassium-sodium-calcium groundwater does not have aggressiveness to any brands of concrete, regardless of waterproofness and is medium aggressive to metal structures.

The source of groundwater is the infiltration of surface and atmospheric precipitation.

The survey site refers to a potentially flooded area.

Of the negative physical and geological processes affecting the construction and operation of buildings, the following are noted:

- close occurrence of groundwater (2.1 - 2.55 m).

By the degree of complexity of engineering and geological conditions, the site belongs to the II (middle) category (SP 11 105-97).

In these engineering and geological conditions, any types of foundations can be used.

According to the degree of frosty puffiness of loess loam (layer 2), it is from-worn to highly sandy soils (manual to SNiP 2.02.0183). deepening of foundations must be not less than the normative depth of soil freezing.

The standard freezing depth is 1.3m.

Soils up to a depth of 2 meters have an average corrosive activity to carbon steel.

Loam (layer 2) does not have aggressiveness to any concrete grades, regardless of watertightness and to reinforced concrete structures.

No wandering currents were found on the site at the time of the survey.

The category of soils by development difficulties in pits depending on the applied mechanisms shall be adopted according to SNIP IV582 Table 1:

- soil-plant layer (layer 1);

- loam (layer 2).

Soils forming the construction site:

- EGE 1 pd IV - Soil and plant layer, layer thickness 0.5-0.7m;

- EGE 2 pr IIIII - Loam brown-brown, semi-hard, iron-iron, below the water level - flowing plastic, from a depth of 4.5-6.7 m - yellow-brown, with separate nests of sandy sand, layer power - 9.3-9.7m.

1.1.3 Architectural and planning solutions:

The sub-item is made taking into account climatic and natural factors of the construction site, the basic scheme of the general plan, peculiarities of functional connections and rational solution of human and cargo flows, taking into account the specifics of production processes.

Architectural and planning solutions are designed in accordance with the requirements of the current regulatory and technical documents:

The following buildings and structures are located on the construction site No. 1 Reproductive:

Main buildings:

No. 1 Unit of industrial buildings consists of the following buildings:

No. 1.1 - Support building

No. 1.2 - Suporos building:

No. 1.3 - Superos and waiting building;

No. 1.4 - Building of repair, idle pigs and cartilage;

No. 1.5 - Building of the domestic building;

No. 1.6-1.9 Connecting galleries;

No. 1.10 - Cartilage walking area.

No. 2 Administratively - household building with passage and desbarrier:

NO. 2.1 - CHECKPOINT

Auxiliary buildings and structures:

No. 3 - Areas for forage silos;

No. 5 - Diesel generator site;

No. 6 - Transformer substation 0.410 sq.;

No. 7 - Gas distribution substation of the cabinet type (GRPSH);

No. 8 - Manure pumping station with receiving tank;

No. 9 - Water intake unit;

No. 10.110.4 - Fire tanks;

No. 11 - UBAS-100long Domestic Waste Water Deep Biological Treatment Plant

No. 12 - Parking of personal transport at 5 m/m;

No. 13 - Container area for collection and temporary storage;

No. 14 - Canopy for cars;

No. 15 - Recreation area;

No. 16 - Thermal container for fallen animals;

No. 17 - Boiler room;

No. 18 - Laguna;

No. 19 - Separator;

No. 20 - Canopy for collection of solid fractions of manure.

1.1.3.1 Brief description of the complex location (plot plan)

There are currently no buildings in the area of ​ ​ the proposed development, both in the territory of the development and in the nearest adjacent territories. This greatly simplifies the task of the developer. Adjacent area: 16.000 sq.m.

It was decided to make a district road near the complex with one-way traffic, this will not create large areas for turning. The width of the one-way road is accepted: 3 m. The width of the access two-way road: 6 m.

To protect against wind, as well as to improve the environmental situation around the complex along the road, it was decided to plant perennial trees.

1.1.3.2 Summary of main buildings and structures:

The unit of production buildings consists of: 4 production buildings - a support building (1.1); superos building (1.2); superos and waiting buildings (1.3); buildings of repair, idle pigs and cartilage (1.4); one household building (BC) (1.5); 4 connecting galleries (1.6-1.9), combining the main production buildings and sites for you-hum cartilage (1.10).

All the main buildings belonging to the block of production buildings are single-story, single-span, frame buildings in the pro-summer of 21.0m. The basis of the building framework is reinforced concrete frames of the 1.822.1-6 v.4 series with a pitch of 6.0m; metal runs, which are installed along railway frames; frame struts, vertical and horizontal links.

Building 1.1. Fire resistance degree - II, fire hazard category - "B4." Support in axes "119," 132 m long, 21 m wide. Height to the bottom of the suspended ceiling is 2.6m. In the axes "1920" and "A * A" a room for the accumulation of animals 6x12 m was designed. Height variable -3.5m max. The entrances to the building are designed through the entrance vestibules (VNTP 296, para. 4.25).

As external enclosing structures, "Stimet" external hinged sandwichpanels with a thickness of 100mm (as per TU - 5284001 4898628-99) with incombustible insulation (E 15) are used, which are attached to metal runs (E 15) and a reinforced concrete wall with a thickness of 150mm from concrete of class B25, designed for a height of 1.1m from the floor level. On the outer side the reinforced concrete wall is revetted with steel professional sheet C1010000.6 (GOST 2404594) with heater (mineral-cotton plates 100 mm thick (TU 40018183) (E 15). A pavement with a width of 1.0m was designed along the perimeter of the building.

Gable roof with slope i = 26% with external drain. It is made of roofing sandwichpanels "Stimet" with a thickness of 120 mm (TU 5284001489862899) according to metal runs (RE 15). Access to the roof is carried out by metal stairs located at the ends of the building. Door and window blocks with double glazing - metal-plastic - are manufactured according to individual orders. (Fire resistance limit of window blocks E 15, door blocks Fire resistance limit of window blocks E 15, door blocks EI 15 and EI 30).

Internal partitions - 3-layer sandwichpanels "Stimet," 60mm thick by TU - 5284 001489862899 with non-combustible insulation (REI 15).

Fire partitions of the 1st type, separating the production rooms from the galleries, 3-layer metal sandwichpanels "Stimet" with a thickness of 100 mm (EI 45) as per TU - 5284001489862899 with incombustible insulation (mineral wool slabs), attached to metal runs and posts installed on a reinforced concrete wall (h = 1 .1m) with a thickness of 150mm 45 from concrete.

Filling of fire partition openings is provided by fire door blocks of type 2 (EI 30). Fire baffles are treated with fire-retardant compound "UNITERM 38091" up to fire resistance limit REI 45.

Manure removal baths are designed in the building, with a depth of 0.6 m, a bottom thickness of 120 mm, walls with a thickness of 100 and 150 mm. Bath bottom and walls are made of B25 class concrete, waterproof grade W 4.

Wall sandwichpanels (TU 52840014898612899) have the coating color RAL 9002, the end of the buildings should be made of sandwichpanels with the coating color RAL 5009.

Reinforced concrete base is painted with compositions resistant to atmospheric impact (organosilicon paint).

The surfaces of internal walls, partitions, coatings and floors are designed to be resistant to the effects of disinfectants and high humidity, do not release harmful substances. Finishing materials and coatings have a hygienic certificate. The surfaces of the interior walls are painted in light tones.

Floors - non-slipping, wear-resistant, resistant to waste liquid and disinfectants, do not release harmful substances (concrete ground).

Floor slopes in group machines are not more than 6%, and in passages not more than 2% towards manure channel. (VNTP 296, para. 4.22)

Floors in buildings above manure removal baths - prefabricated slotted reinforced concrete 100 mm thick without slope (VNTP 296, para. 4.21). Load on slotted floors 166kg/m2 - as per terms of reference.

The issues of providing the building with evacuation and escape systems are discussed in Chapter 1.5.1 Fire prevention measures.

Building 1.2 - Suporos in axes "118," 102m long, 21m wide, the highest height to the bottom of the reinforced concrete half-frame 5.47m; and a superos in axes "1941" with a length of 132 m, a width of 21 m, the highest height to the bottom of the reinforced concrete half-frame 5.47 m. The architectural, planning and structural solutions of the building are similar to the building 1.1.

Building 1.3. Fire resistance rating of building II, fire hazard category "B4." Suporos in axes "118," 102m long, 21m wide, the highest height to the bottom of the reinforced concrete half-frame 5.47m; and waiting in axes "1941," 132 m long, 21 m wide, max height to the bottom of the half-frame 5.47 m. The architectural, planning and structural solutions of the building are similar to the building 1.1.

Building 1.4. Fire resistance rating of building II, fire hazard category "B4." Idle pig/cartilage in axes "114," 78m long, 21m wide and repair pig in axes "1535," 120m long, 21 m wide. The highest height to the bottom of the reinforced concrete half-frame in the entire body 5.47m. The architectural, planning and structural solutions of the building are similar to the building 1.1.

Building 1.5 Household building. Fire resistance degree II, fire hazard categories "B1," "B3," "B4," "D" and "D." One-story building, with plan dimensions of 56x12m and height up to the bottom of reinforced concrete paving slabs of 3.0m.

The BC building is connected to the main production buildings by galleries 1.6-1.9. The building of BC houses sanitary facilities and technical support.

No. 1.6-1.9 - Connecting galleries - are used for stretching animals and provide convenience for service personnel.

Fire resistance rating II. Fire hazard category "B4."

Connecting galleries are single-storey buildings and connect all the main buildings of the reproductive and household building. Size of galleries in axes 3x18m, height variable - 3.5m max.

The main structures of the galleries are reinforced concrete walls of a thickness of 150mm from concrete of class B25 (R150) and metal runs from channel No. 20 (GOST 850993) (R 15). On the outer side the reinforced concrete wall is revetted with the steel pro-thinned-out sheet C1010000.6 (GOST 2404594) with heater from mineral-cotton plates 100 mm thick (E 15).

A pavement with a width of 1000 mm was designed on the outer sides of the galleries.

Single roof with slope i = 0.08 with external drain is made of "Stimet" roofing sandwichpanels with thickness of 120 mm (RE 15) by metal runs (R 15).

The exterior lining of profiler walls has the coating color RAL 9002.

The reinforced concrete base is painted with silicone paint of light tones.

Floors in galleries are reinforced concrete 100 mm thick from B25 class concrete with surface grinding. The slope of the floors in the galleries is 0.03 (in accordance with SNiP 2.10.0384 * p.2.12 * i.e. no more than 0.06).

The internal surfaces of reinforced concrete walls are painted with polyvinyl acetate paints EVA17 (GOST 2083375), coating index en., By priming with diluted paint after treatment with disinfectant solutions, the surfaces should be repainted. Finishing materials and paint coatings of gallery walls are designed with fire hazard G1, B1, D2, T2 in accordance with item 6.25 of SNiP 21.0197 *.

Door and window blocks are metal plastic, manufactured on an individual order. Door blocks have fire resistance rating EI 15, EI 30 Double glazed window blocks (E 15).

The bearing external walls - a bricklaying from a red clay brick of M100 on solution of brand 75, 380 mm thick, are outside warmed by mineral-cotton plates 100 mm thick (TU 40018183) and revetted with the steel pro-thinned-out sheet C1010000.6 (GOST 2404594).

Internal walls and partitions 120, 250 mm thick from red clay brick M100 on a 75 grade solution. The boiler room is separated from other rooms by a fire partition of the 1st type (EI 45)..

Door and window blocks with double glazing made of metal plastic Double glazing window blocks (E 15) .by individual order. Door blocks have fire resistance limit EI 15, EI 30

Reinforced concrete multi-pillar slabs with a thickness of 265 mm. (RE 45)

The roof is flat with an external organized drain. Roofing composition: Uniflex roll carpet, protection from gravel embedded in MBKG55 bitumen mastic, insulation - PSBs slabs with a thickness of 100mm, U = 35kg/m3, bracing from M100 cement sand mortar with reinforcement. Dilution with expanded clay gravel y = 400 kg/m3. Vapor insulation - polyethylene-new film - 200mm. The fire resistance rating of the roof is adopted by RE 15.

External wall lining - steel profiler RAL 9002.

The color of the basement is organosilicon paint.

Interior decoration: interior surfaces of the brick walls of the office premises, lobby, hall, dressing room street clothing, eating room, technical rooms, corridors - plastering and painting with polyvinyl acetate paints EVA17 (GOST 2083375) light tones.

In the rooms of washing shoes, laundry, dressing rooms, showers, bathrooms, boiler room, water inlet, electric board, corridors - ceramic tiles on plaster. Finishing materials and paint coatings of walls are designed with fire hazard G1, B1, D2, T2 in accordance with item 6.25 of SNiP 21.0197 *.

Flooring in the office, hall, dressing room street clothes - linoleum on a heat insulation basis. In the rooms of washing shoes, laundry, dressing rooms, bathrooms, boiler room, water inlet, electric shield, corridors - ceramic tiles (with waterproofing).

All floor coverings on concrete foundation with thickness of 100mm from concrete of class B15.

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