Course project "Industrial Building"

Contents

Contents

Task

Introduction

1 General part

1.1 Brief description of the building with indication of the purpose and description of the main functional process

1.2 Purpose of general dimensions of building, storey and type of structural diagram, selection of wall material and finishing of building

1.3 Availability of basements, technical subfields and technical floors

1.4 Description of construction site, hydrological and climatic conditions of construction, terrain

2 Volumetric planning solution

2.1 Main volumetric planning parameters of the building

2.2 Location and interconnection of rooms by spans, list of rooms with indication of their areas (fulfillment of functional requirements)

2.3 Building class, technical, fire and sanitary requirements

2.4 Evacuation plan, building engineering equipment (heating, ventilation, water supply, sewerage, power supply, low-current devices, garbage lines, gas supply, elevators)

2.5 Technical and economic parameters of the building (building area, total useful area, working area, construction volume, planning and volume factors)

2.6 Calculation of administrative and domestic premises

3 Structural solution of the building

3.1 Foundations (brief description of foundation elements indicating types of materials and depth of foundation)

3.2 Slab, covering and roof structures, columns and rafter system (short description, type, material, slopes)

3.3 Wall and partition structures (short description, type, material, thickness)

3.4 Floor structures (short description, type, material)

3.5 Structures of windows, gates and doors (short description, type, material)

3.6 Operation of ABK premises

List of sources used

Graphic Material List

Sheet 1 - Master Plan, Wind Rose

Sheet 2 - Elevation 1-11, Elevation P-A

Sheet 3 - Plan price at el. 0,

Sheet 4 - Section 1-

Sheet 5 - Foundation and Foundation Beam Plan

Sheet 6 - Plan of coating structures, beams, links

Sheet 7 - Slab Plan

Sheet 8 - Roof Plan

Sheet 9 - Node 1, Node 2, Node 3, Node 4, Node

Sheet 10 - Administrative and Domestic Complex Plan

Introduction

A significant part of industrial buildings and structures is built according to standard designs. Modern typical buildings and structures differ from their predecessors in that they are unified - prepared for construction by the method of the construction industry. Unification is carried out by applying the most economical and universal elements of buildings selected in accordance with the capabilities of manufacturers, ease of transportation, installation and similar criteria.

When designing an industrial enterprise at all stages, modern conditions of economic development and prospects of this industry should be taken into account. It should be possible to upgrade and refurbish the plant if necessary.

Single-storey industrial buildings allow you to freely place and move equipment during the reconstruction, modernization or change of the technological process.

Due to the simplicity of the design in single-story buildings, the issues of lifting and transportation mechanisms, natural lighting throughout the production area of ​ ​ the room are relatively easy to solve. But with this, single-story industrial buildings require significant territories. Such enterprises are located on the outskirts of cities.

1 General part

1.1 Brief description of the building with indication of the purpose and description of the main functional process

The designed building is an instrumental and stamping workshop of a machine-building plant in Lipetsk. Located below the city line depending on the pollution range. The distance from the building site to the city limits is 150 meters. The number of workers at the plant: men - 140, women - 140, as well as 20 engineering and technical workers. Work is carried out in 2 shifts. The process takes place in the plant's main workshops.

2 Volumetric planning solution

2.1 Main volumetric planning parameters of the building

Main building parameters:

- grid of columns 1 and 3.4 of 18x6m, 2nd 12x6m;

- the length of the building is 72 m;

- the width of the building is 55 m;

- the height of the building is 14.04 m in axes 111, and 18.24 m in axes 1011.

Building configuration rectangle.

2.3 Building class, technical, fire and sanitary requirements

Building Class II. Technical requirements are met and include requirements for strength, rigidity, stability, durability.

Fire protection requirements. The designed building belongs to the IV degree of fire resistance. The building provides 4 fire hydrants and 8 fire extinguishers .

Evacuation of people from the building should be carried out through the gate. The total width of the evacuation passages, as well as the total width of the doors in the corridors, stairs, on the evacuation routes of people, is taken from the calculations of at least 0.6 m per 100 people. The width of the inputs must be at least 1.2 m clean .

The estimated water flow to the external fire water supply system is 15 l/s, with the total capacity of the building.

2.4 Evacuation plan, building engineering equipment (heating, ventilation, water supply, sewerage, power supply, low-current devices, garbage lines, gas supply, elevators)

Evacuation of people is carried out through the gate.

Heating in the building is central with entry to the central heating networks.

The ventilation is natural.

Water supply-inlet to external networks.

Sewerage of central risers, entry to external networks.

Centralized underground power supply.

2.5 Technical and economic parameters of the building (building area, total useful area, working area, construction volume, planning and volume factors)

Building area 3960 m2

Total usable area 3271 m2

Working area 3055 m2

Construction volume 59302m2

2.6 Calculation of administrative and domestic premises

Calculation of wardrobe area.

Special and home clothes are standard sizes, so the dimensions of the cabinet are assumed to be 0.4x0.5x1.65m. In the wardrobe there should be benches measuring 0.33x0.8m .

Number of workers in the enterprise:

-140 women

-140 men

-20 ITR

The area occupied by cabinets in the women's wardrobe: 140x0.4x0.5 = 28 m2.

The area occupied by cabinets in the men's wardrobe: 140x0.4x0.5 = 28 m2.

With wardrobes, we provide:

- warehouse of special clothes.

- inventory warehouse.

- restroom.

- on-duty personnel room 5, 4x3.65 = 19.7 m2

There are rooms for storing winter clothes.

Storage room for storage of special clothes: 0,050,1 m2 per person 300x0.1 = 30 m2.

Showers are provided in conjunction with the wardrobe. We install closed booths with a size of 0.9x0.9 m.

In the women's shower area, the cabin area is 13x0.9x0.9 = 10, 53m2 .

We take 1 booth for 12 women.

In the men's shower is 10x0.9x0.9 = 8.1 m2 .

We take 1 booth for 15 men.

We combine washrooms in the wardrobe. In the women's wardrobe we take 18 washbasins (one washbasin for 8 people), in the men's wardrobe we take 16 washbasins (one washbasin for 10 people). In the bathrooms we install one washbasin for 50 people. For ITR workers: one washbasin for 40 men and one washbasin for 25 women.

Washbasins are installed near the distance between axes of 0.65 m.

Sanitary units are provided in separate booths of 1.2x0.8 m.

The distance from the workplace to the bathroom shall not exceed 75 m.

Number of sanitary cabins:

- 1 booth for 18 men

- 1 booth for 18 women

The number of urinals in men's bathrooms is equal to the number of cabins.

We take medical centers with a list of 50 to 300 people. The medical center includes: a tambour and a doctor's room.

The catering room is a dining room with 112 seats. The area of ​ ​ one place is 7m2, the total area of ​ ​ the dining hall is 220 m2, the passages between the seats are at least 0.6 m. In addition to the dining hall, the catering room should be located: dispensary, kitchen, pre-cooking, washing room, staff room.

In addition to the listed premises, the enterprise should have a labor protection room, its area is 18 m2.

3 Structural solution of the building

3.1 Foundations (brief description of foundation elements indicating types of materials and depth of foundation)

Foundations - columnar monolithic of reinforced concrete according to the 1.412 series. Paired columns of individual manufacture, taking into account the characteristics of the foundations according to the 1.412 series.

Reinforced concrete structures are designed on the joint venture 63.133330.2012 "Concrete and reinforced concrete structures" [6]. Steel inventory formwork of St3 class as per GOST 2578183 [1].

Concrete used for monolith as per GOST 2663391 [2]:

- by strength class B30

- by frost resistance class F200

- crushed stone grade - 800, for concrete by strength class B30

Reinforcement frames, reinforcement joints, embedded parts and welded joints are designed in accordance with GOST 1092290 "Reinforcement and embedded welded articles, welded reinforcement joints and embedded articles of reinforced concrete structures" [3].

Steel class used for reinforcement and embedded parts AIV.

Waterproofing of the foundation - paving of asphalt concrete (strength class B15).

h = 30 mm on compacted crushed stone, h = 100 mm. Horizontal waterproofing is provided at elevation 0.000, h = 30 mm from grout 1:2.

Reinforced concrete foundation beams of FB6 type according to the 1.4151 series.

Internal and external self-supporting walls are supported by foundation beams, by means of which load is transferred to foundations of frame columns. Foundation beams are laid on specially prepared concrete columns installed on the edges of foundations.

In this project, T-type foundation beams are designed, since they are more economical in terms of concrete and steel consumption. To avoid deformations during freezing of soils, the beam is filled with slag from the sides and from below. The upper face of the foundation beam is located at elevation -0.030. Waterproofing of cement sand mortar is laid over the beam.

3.4 Floor structures (short description, type, material)

Floors in the designed industrial building:

- asphalt concrete floors are designed on mechanical and assembly sections;

- epoxy-concrete polymer floors are designed in electrical installation area and painting area;

- metal concrete floors are designed in the warehouse of casting and forging, as well as in the areas of control and packaging;

To increase the abrasion strength of the floor coating, steel chips up to 5 mm in size are added to it.

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