Trade and Exhibition Pavilion for passenger cars with a total area of ​ ​ 3500 m2 - ASG Diploma Project

Contents

Introduction

1. Architectural and construction section

1.1.Performance of the construction area

1.2. Required parameters of the designed building

1.3. Characteristics of the functional process of the building

1.4.Scale layout structure of the building

1.5. Structural solution of the building

1.5.1.Fundaments and foundation beams

1.5.2. Columns

1.5.3.Stenes and partitions

1.5.4. Overlaps and floors

1.5.5.Coating and roofing

1.5.6. Stairs and escalators

1.5.7. Windows, doors and gates

1.5.8. Pedestrian gallery and racks

1.6. Architectural and artistic solution of the building

1.7.General Plan

1.8.Sanitary, technical and engineering equipment

1.9.Base selection of enclosing structures

2. Design section: building structures

2.1.Technical and economic comparisons of coating variants

2.2.Compute Shell

2.2.1.Assembly of shell loads

2.2.2.Verifying the containment for stability

2.2.3. Calculation of the shell for uniformly distributed

symmetrical load

2.2.4.Compute shell at one-sided

distributed snow load

2.2.5. Calculation of shell contour area

2.2.6. Calculation of shell slab

2.2.7.Compute the shell support contour

2.3. Calculation of prefabricated beam-free floor

2.3.1.Data for Design

2.3.2.Determination of forces in the overlapping elements

2.3.3. Calculation of capitals by strength

2.3.4. Calculation of inter-column plate by strength

2.3.5. Calculation of span plate by strength

2.3.6. Calculation of overlap for strip destruction

2.3.7. Calculation of overlap by crack resistance

2.3.8.Define slab deflection definition

2.3.9.Compute the coupling of the capitals with the column

2.4. Calculation of middle columns of the first floor

3. Design section: bases and foundations

3.1. Determination of physical and mechanical characteristics

soil base

3.2. Collection of loads on the foundation

3.3.Define the width of the foundation foot

3.4. Pressure check under the foundation base

3.5.Recalculation of foundation settlement

3.6. Calculation of foundation by material

4. Construction technology

4.1.Define Scope of Work

4.2.Selection of building erection method

4.3. Determination of labour intensity and labor costs

4.4. Calculation of required parameters of installation cranes

4.5.Technical and economic evaluation of mechanization options

construction and installation works

4.6.Development of Job Instruction

5. Organization of construction production

5.1.General Information

5.2. Organizational and technical preparation of the construction of the object 5.2.1.Selection and description of the method of work execution

5.2.2.Technical and economic selection of lifting mechanisms

5.3.Determination of nomenclature and scope of work

5.4.Define duration

works on the master record

5.5.Project and calculate network model

5.5.1.Compute network parameters and key figures

5.5.2.Creating the Network on a Time Scale

5.6.Define Labor Cost Requirements

5.7.Define requirements

Logistical resources

5.8.Projection and calculation of construction plan

5.8.1.Compute storage rooms and platforms

5.8.2.Compute requirements for temporary buildings and structures

5.8.3. Calculation of construction water demand

5.8.4. Calculation of construction demand for electricity

5.8.5. Calculation of construction heat demand

5.6. Technical and economic indicators of the construction plan

6. Construction Economy

6.1.Determination of nomenclature and calculation of work quantities

6.2.Compile specification of construction elements

6.3.Local estimate for civil works

6.4.Object estimate

7. Civil defense

1.1.Developed driveways

streets and facilities

8. Protection of labor

8.1.General Information

8.2.Development of pit slopes

8.3. Calculation of evacuation time of people from

building of trade and exhibition pavilion

8.4. Calculation of zero grounding of electrical equipment

Conclusion

Literature

Application

Application

Application

Application

Introduction

The rapidly developing pace of construction in the city of Kursk, the complexity and architectural expressiveness of the buildings being built indicate a new stage in the development of our city.

Shopping and fair complexes, exhibition salons, entertainment centers - all this is a list of structures that should be in the city, especially of such a scale as Kursk.

The growing demands of the population on the sphere of trade and service contribute to the development of trade and exhibition pavilions, where the buyer could look and evaluate, as well as arrange a purchase for a cup of coffee without leaving the building .

In the center of our city there is a large number of existing and under construction public buildings, unlike its outskirts, where the main emphasis is still on the construction of residential buildings.

Magistralnaya Street is not one of the most representative streets in the city, but forms the spatial environment of a vast developing residential district. As a result of this, I propose to place the proposed project of the building of the trade and exhibition automobile pavilion in this part of the city, so that it becomes not only an architectural dominant in the usual landscape of the Tambov outskirts, but also its integral part.

The spatial reserves of the selected site for construction will be used as much as possible without prejudice to the insolation of surrounding houses, plantations and asphalt passages of the adjacent territory.

1.5. Structural solution of the building

The structural system of the building is framed. The design scheme is riggless.

Spatial rigidity and stability of the building is ensured by rigid pinching of columns into foundation sleeves, connection of floor slabs between each other and columns by welding embedded parts and their subsequent grouting, welding and grouting of column joints, contour bars and at contour plates, as well as by rigid connection of coating plates to each other on at least three sides.

1.5.1.fundaments and foundation beams

The depth of foundation laying is accepted depending on the depth of soil freezing, which in the construction area is 1.1 m. (see Table 1.1.) .

In this design, the depth of foundation laying is adopted 1.650 m. In the designed building for ordinary columns, separate monolithic foundations with sole dimensions of 3.000x3.000 mm are adopted, and for paired columns along the outline of the building, foundations are arranged in common with the sole dimensions of 4.200x4.200 mm. The height of the foundations is 1500 mm.

Foundation beams for brick walls are designed with reinforced concrete 4.5 m long. Between the brick wall and the foundation beam there is a horizontal waterproofing of two ruberoid layers. A clay lock is arranged along the outer perimeter of the foundation beams. The base part of the wall is protected from moisture ingress by an otmosk in the form of an inclined asphalt strip .

Elevation of foundation bottom relative to clean floor is 2.100 m.

The foundation plan is presented in the graphic part of the project (sheet 9).

1.5.2. COLUMNS

The columns are designed with a section of 450x450 mm. Row columns have a height of 5.4 m and are pinched into foundation sleeves at 0.800 m.

The columns of the outline of the building have floor curvature, and the columns of the second floor, designed to rest the contour bars of the shell, have a variable height from 3.0 to 4.2 m.

1.5.3.stenes and partitions

The material for the external walls is clay brick brand M100. The width of the masonry is two bricks. The masonry type is six-row. The strength of the wall structure is ensured by the strength of stone and mortar, the laying of stones with mutual dressing of vertical seams.

At the same time, dressing of masonry welds is provided not only in the plane of the wall, but also in the plane of adjoining transverse walls.

External walls are insulated with a layer of mineral wool slabs with = 100 kg/m3, thickness 100mm. For thermal design of the wall, refer to item 1.9. The construction of the wall is represented in the graphic part (sheet 4).

The inner walls are made of brick with a thickness of 380 mm, and in the walls of the kitchen and sanitary rooms there are ventilation channels with a section of 140x140 mm.

Partitions between rooms in the building are made of gypsum concrete 100 mm thick.

The layout of walls and partitions is shown in the graphic part (sheet 2).

1.5.4. overlaps and floors

The interstage floor is adopted without a beam prefabricated floor. The structure of the prefabricated floor without a beam floor consists of three main elements: the capitals, above the panel column and the span panel. In order to create stiffness above the column panels, they are fixed to the surface by welding embedded parts. The span panel rests on four sides on above the column panels having shelves. Floor panels are ribbed .

The floor plan is shown in the graphic part (sheet 4).

Floors on the first floor of the building are made directly on the ground, on the second floor they are laid on the floor.

In accordance with the functional process associated with the impact on the floor surface of a large number of people and exhibited machines, mosaic floors are designed in exhibition halls, shops, cafes. In the administrative premises, flooring from linoleum is designed, and in sanitary units, kitchen and technical room - from floor tiles.

The floor plan and their design are presented in the graphic part (sheet 3).

1.5.5.coating and roofing

The designed building is covered by a hollow shell of positive Gaussian curvature. Shell contour is made in the form of polygonal belt of 6 m long prefabricated girders resting on columns of variable height.

The shell is designed from plates curvilinear in the direction of the larger side and having contour and transverse ribs. Slabs are divided into main and good. The main plates of the shell have a size of 3.0x6.0 m. The shape and design of the final plates is adopted taking into account their manufacture in the formwork forms of the main plates.

In the corners of the plates, embedded parts are provided from above and from below for connecting the elements to each other using butt plates in the form of rods. Shell plates rest on contour elements from above. Embedded parts are provided for connection in plates and contour elements.

For the device in the center of the shell of a panel anti-aircraft canopy with a square shape of 6.0x6.0 m. A special border opening frame with spacers for receiving normal and tangent forces is provided. Along the perimeter of the hole there is a thickening of concrete of class B25 and additional reinforcement.

The roof of the building is made of soft rolled material - cathepal.

The building has designed an internal drain.

The cover plan and roof plan are shown in the graphic part (sheet 4).

1.5.6. Stairs and escalators

Prefabricated reinforced concrete stairs are designed in the building. The stairs are assembled from separate treads laid along the cosors and platforms. Staircases rest on the entire face on metal tables welded to embedded parts on the walls of staircases. The width of the flight of stairs is 1.35 m., The width of the landing is 1.2 m. The slope of the stairs 1: 1.75. The height of the step of the inter-stairs is 150 mm., Width - 300 mm.

For traffic safety, stairs are equipped with vertical fences.

For communication between floors, in addition to stairs, the building provides escalators equipped with special supports, drive and tension sections.

The location of stairs and escalators in the building is shown in the graphic part (sheet 2).

1.5.7.WINDOWS, DOORS AND GATES

To ensure the natural illumination of the premises and the possibility of visual contact with the environment in the building, both standard windows of the brand are designed: CR 1512, CR 15 13.5, and stained glass windows with dimensions of 2.1x3.5m. The design took into account the operational requirements to protect large translucent surfaces from condensate and icing (the glass space is ventilated by external air through small holes in the upper bindings of the external binding), and blowing of internal glazing with a jet of warm air is provided.

The design of the window filling is shown in the graphic part (sheet 4).

Doors are used to connect rooms with each other and connect the building with the street and pedestrian gallery. Door grades: DN 2112, DG 2110, DG 218, DO 2112. Dimensions of entry gate 3.5x3.5m.

The doors on the escape routes are opened to the outside in accordance with the requirements provided in Table 4.

The location of doors, windows and gates is shown in the graphic part (sheet 2).

1.5.8. Walking gallery and racks

The pedestrian gallery is covered by reinforced concrete slabs with side sizes of 3x6m. The plates are supported by a number of cantilever columns arranged at a pitch of 6.0m.

The gallery is enclosed by screens made of reinforced concrete with a height of 1.2 m.

Racks are provided due to the need to deliver the displayed machines to the second floor of the building. Overpasses are supported by a number of brick pillars. Racks are also protected by screens made of reinforced concrete with a height of 1.2 m.

Location in the gallery plan and racks are shown in the graphic part (sheet 2).

1.6.architectural and artistic solution of the building

The need to individualize this building compared to others with the unity of the architecture of the chosen construction district determines the architectural form of the trade and exhibition pavilion.

The composition of the external volume of the building is determined in many ways by the composition of the internal space and the adopted structural solution.

The design took into account such artistic means of architectural composition as rhythm, scale, proportion.

1.7.general plan

On the basis of the functional purpose of the building on the territory of the trade and exhibition complex, access roads are provided for possible access to it by road. A parking space has also been designed.

Near the complex there is a park area with resting places for visitors.

Technical and economic indicators of the general plan are presented in the graphic part (sheet 1).

1.8.sanitary, technical and engineering equipment

Sanitary equipment of the designed building includes a heating system, cold and hot water pipelines, sewerage devices and gas devices. Electric and telephone networks are laid in the building. It is provided to connect these engineering systems to nearby city communications networks.

The building provides a system of artificial (in rooms of halls, shops, cafes, administration) and natural ventilation through ventilation channels in sanitary units.

1.9.base selection of enclosing structures

Based on the heat engineering calculation made on the computer according to the STEN.EXE. program, the wall design with an effective insulation is adopted - mineral wool plate, = 100kg/m3, thickness = 100mm. The construction of the wall is represented in the graphic part (sheet 4).

For coverage, calculations were carried out on computers according to the STEN.EXE. The designed coating design is presented in the graphic part (sheet 3). Mineral wool plate = 200 kg/m3, = 200 mm is used as insulation.

Based on the lighting calculation made on the computer as per

SWET.EXE. program, artificial lighting is required in the halls of the trade and exhibition complex.

Thermal calculations of the wall and floor, as well as lighting calculations are presented in Annex 1,2,3 respectively.

Conclusion

This diploma project has developed such sections as architectural, design and construction, foundations and foundations, organization and technology of construction production, construction economics, civil defense, labor protection in construction.

During the construction of the trade and exhibition pavilion, it is planned to use all modern methods of work and new materials, the use of which leads to a decrease in material consumption, an increase in labor productivity, and an increase in construction efficiency.

The building is designed class II. Construction volume 16800 m3. The building is designed as a frame, the frame structures are reinforced concrete, the material of the external walls is M100 clay brick. The main pitch of the structural structures is 6 m.

The construction duration is 503 days.

Estimated cost - 17 million 778 thousand rubles. in 2003 prices.

The building is intended for construction in Kursk at the intersection of Michurinskaya and Magistralnaya streets..

The building volume is fully consistent with the functional process in the building.