Premium Car Show Project

Contents

Introduction of pages

1. Architectural and planning part

1.1. General provisions

1.2. Site Description and Plot Plan Solution

1.3. Architectural and planning solution

1.4. Design Solutions

1.5. Heat engineering calculation of external enclosures

2. Design and calculation part

2.1. Load collection

2.1.1. Constant loads

2.1.2. Design Snow Load

2.1.3. Wind load

2.2. Calculation of trusses

2.2.1. Calculation of the farm by the Lira 9 software complex.

2.2.2. To Match Truss Feature Sections

2.2.2.1. Lower belt

2.2.2.2. Upper belt

2.2.2.3. Matching Stretched Truss Elements

2.2.2.4. Matching Compressed Truss Elements

2.2.3. Calculation of Farm Nodes

2.2.4. Top Belt Mounting Joint

2.2.5. Lower belt flange joint

2.3. Column Calculation

2.3.1. Column Base Calculation

2.3.2. Calculation of anchor bolts

3. Foundation and Foundation Section. Task

3.1. Site Characteristics

3.2. Snaps the designed building to an existing building

construction site relief

3.3. Diagram of location of geological workings

M1:

3.4. Soil classification

3.4.1. Table of derivatives and classifications

soil characteristics

3.5. Selection of acceptable foundation options

3.6. Collecting Loads on Column Foundation Cut in Axes

1/D and in axes 5-6/D

3.7. Design of FM3 foundation (FM-1)

3.7.1. Determination of foundation slab height

3.7.2. Determination of foundation depth

3.7.3. Sizing the Foundation Floor

3.7.4. Strength check of weak underlying layers (EGE-2 and EGE-3)

3.7.5. Calculation of probable foundation settlement

3.7.6. Calculation of plate part strength for pressing

3.7.7. Calculation of foundation crushing strength under column end

3.7.8. Calculation of foundation strength by transverse force

3.8. Determination of section area of reinforcement of slab and sub-column parts of foundation

3.8.1. Determination of section area of reinforcement of foundation slab part

3.8.2. Calculation of the sub-column part of the foundation by normal sections

3.9. Design of FM3 foundation (FM-2)

3.9.1. Determination of foundation slab height

3.9.2. Determination of foundation depth

3.9.3. Sizing the Foundation Floor

3.9.4. Calculation of probable foundation settlement

3.9.5. Calculation of plate part strength for pressing

3.9.6. Calculation of foundation crushing strength under column end

3.9.7.Determination of section area of reinforcement of slab and sub-column parts of foundation

3.9.8. Determination of section area of reinforcement of foundation slab part

3.9.9. Calculation of the sub-column part of the foundation by normal sections

4. Technology and organization of construction

4.1.Technology of main construction and installation works

4.2. Installation of structures of the above-ground part of the building

4.3. Selection of types and number of mounting mechanisms

4.4. Development of the schedule

4.4.1. Bill of Quantities

4.5. Object Construction Plan Design Philosophy

4.5.1.Timely inventory buildings

4.6. Water supply

4.7. Power supply design

4.7.1.Compute temporary power supply requirements

4.8. Lighting of the construction site

4.9. Main Occupational Safety Measures

5. Safety of life

6. Environmental protection

7. Sanitary and technical part

List of literature used

Introduction

Construction is one of the main industries that ensures the creation of new expansion and reconstruction of existing fixed assets. The main task of construction production is to erect buildings and structures in exact accordance with the approved project. Compliance with construction engineering rules ensures high-quality erection of buildings and structures and their long-term operation without repair.

This diploma project is provided for the design of the building of the car dealership in the city of Kazan.

The diploma project contains the following sections:

- Architectural and planning

- Foundations and foundations

- Design and Construction

- Construction production technology

- Economy in construction

-Protection of the environment

- Health and safety in construction.

The design of the building primarily took into account operational requirements, environmental factors, reliability requirements for building elements and the use of modern construction technologies.

For the calculation of metal structures, the spreadsheet "Microsoft Excel," the calculation complex "Lyra 9.6.

Architectural and construction part

1.2. Site Description and Plot Plan Solution

The area of ​ ​ the plot is 16038 m2. The orientation of the building relative to the light points is latitudinal. The surface of the site is flat, has a weak slope of and is characterized by absolute elevations of m.

The territory on which buildings and structures are located is landscaped, lawns are arranged, trees and shrubs are planted. Around the car dealership there are driveways for service and fire engines, pedestrian sidewalks, parking lots for official vehicles, parking lots for customers, a garage complex for elite foreign cars, parking lots for exhibition cars. Surface water flow is carried out in an open way towards the roadway, and further into the existing ditch.

Main technical - economic indicators by

Master Plan:

plot area 16038 m2

building area 3177m2

asphalt pavement area 6570m2

greening coefficient 0.13

building factor 0.20

asphalt pavement coefficient 0.40

1.3 Volume Planning Solution

The building of a motor show has overall dimensions of 70.6х45 m in axes 119/AYu. The height from the clean floor to the bottom of the coating structure is 6.9007,100 m. The pitch of the columns is 46m. Clear floor elevation of 1 floor taken as 0.000 corresponds to absolute elevation

On the ground floor (elev. 0.000) the project has placed:

exhibition hall

Head's Office

negotiation with clients

security room

accounts department

training room

reception hundred and store

Direct Service Acceptance Area

operational spare parts warehouse

bathrooms

Kui

shower

Car Dispensing Area

hundred

client area of one hundred body center

paint lab

switchboard

On the second floor (elev. 3,000) the project provides for:

washing kitchen utensils

conference room

offices

accounts department

sanitary units

shower

wardrobe

client area

vent. camera

1.4 Structural solution of the building

The structural system of the building is framed. The load-bearing frame is made of steel and reinforced concrete columns, with a section of 213mm2, 400 x 400mm, height 6.97, 1m .

Building foundations

Foundations for columns are accepted.

Building frame

The frame of the building is of the combined type.

Column base, mm size.

Metal trusses L = 18m, 21 m, 24m.

Exterior walls

External walls are made of sanwichpanels, 120 mm. This thickness provides a fire resistance rating corresponding to the II fire resistance rating.

Roof

The roof is combined with an internal drain.

Coating composition:

membrane roof with mechanical attachment

insulator Izorok Izoruf - 130

profiler H608450.860 mm

metal run - 240 mm

metal truss

The roof structure is designed as follows: the main bearing elements of the coating are steel trusses made of profiles. The farm is designed with a construction lift. Farms are assembled in factory conditions to the construction site are delivered by shipping stamps. Assembled on site on bolted connections.

Partitions

Partitions - made of ceramic brick, 120 and 250 mm thick.

Exterior doors

External doors are made on a steel frame, with sealing in the narrows, painting with powder paint. Door platbands are made of steel sheet with plastic coatings.

Design and structural part

The initial data for the development of this section of the project are architectural and planning solutions of the building, considered earlier and the construction area - Kazan .

The following is required:

- calculation and design of rafter truss FS1 with span of 24 m on axes 10/CU.

Calculation of structures consists in determination of internal forces in its individual elements and selection of corresponding sections from composite or rolling profiles according to these forces.

2.1. Structural Diagram Layout

The frame of the car dealership building is divided into two systems - transverse and longitudinal. The work of each of them is independent. The framework systems include structures, the works of which are essential and defining for this system. All other structures that have little impact on the operation of the system are excluded from the calculation scheme.

Transverse system is formed by foundations, columns rigidly embedded in foundations, and hinged to bearing elements of coating (trusses). The longitudinal system of the frame includes columns, a rafter truss and links.

Links along upper belts of trusses consist of horizontal transverse connecting trusses and longitudinal elements between them - spacers. Lower belts of rafter trusses are separated from the plane by vertical connections and struts.

Invariability of coating in horizontal plane is achieved by solid disk formed by profiled flooring fixed on runs by self-cutting screws.

Heating

When designing the heating system of the designed building, a number of regulatory documents must be observed, namely: SNiP 2.04.0591 *, VSN 0189, MGSN 5.0194.

Electric welded steel pipes according to GOST 1070491 of Article 10 or 20 of GOST 105074 * are used for laying of pipelines of heat networks, as well as pipelines of the building heating system.

When laying pipelines from the place of tie-in to the heat networks to the designed building, a number of measures should be carried out:

1. perform anti-corrosion insulation of pipeline with 2 cold mastic layers

2. isolate the pipeline with mineral mats with 60 mm thick glass fabric lining

3. perform insulation with fiberglass as per TU 611, TU 6145 80

When calculating the heating system, it is necessary to accept the design ambient temperature t = 320С, which corresponds to the climatic zone of the proposed construction.

Internal solution of the room heating system: horizontal - radiator type convectors. The number of radiator sections is assumed by calculation at design internal air temperature t = 200С.

Based on the adopted architectural and planning decision of the building, the upper wiring of the heating system is adopted.

Install the heating system at ambient temperature not lower than 150С. Install and test the heating system in accordance with SNiP 3.05.0385.

Ventilation

When designing ventilation, the functional zoning and purpose of the premises are taken into account. We accept the natural ventilation of the premises. Air is exchanged through metal ventilation ducts installed in bathrooms and canteens. Ventilation of the dining room is accepted taking into account 3 times air exchange.

Water supply

The water supply of the building is provided from the existing water supply network. The upper water supply wiring system is adopted. The required pipeline slope shall be taken into account during installation of the water supply system. Diameter of pipes is determined based on calculations with provision of required pressure and water flow rate for extreme (upper) water consumers. When laying the pipeline, pipes made of IPA polyethylene 160t are used as per GOST 1859983.

To ensure fire safety requirements, two hydrants are provided with a design water flow rate of 2 l/s located in the yard.

To create and maintain the required water pressure in the fire water pipeline, an automatic pump station with a capacity of 30 kW is provided. Water supply of buildings from the existing city water supply network is carried out by a pipeline with a diameter of 200mm. The internal water supply provides for the installation of hot and cold water meters.

Sewerage

The required sewage system is arranged with gravity diversion to the existing city sewage network. When laying sewers, polyethylene pipes of IPA 160C are used as per GOST 1859983.

Power supply

Power supply of the building is carried out in accordance with the specifications and is performed by mutually redundant cable lines from existing city power networks.

Energy accounting provides for installation of BRU, from where power supply and control of outdoor lighting is carried out.

Low-current devices

The building shall be telephoned on the basis of technical specifications. Telephony cables are laid in pipelines, with distribution to rooms on the floor.

Radio and distribution networks of radioification are made from the step-down transformer on the radio rack with PVZh 1.5 wire in PVC 40 pipes in vertical risers. Subscriber networks are made by PTTZ 2x1.2 wires and hidden under plaster.