Reconstruction of the office building with 4 floors on the Warsaw highway - Diploma work

Contents

Section 1. Introduction

1.1. Functional purpose of the building

1.2. Main space planning and technical and economic solutions 4 1.3. Fire fighting measures

1.4. Design Solutions

1.5. About Materials Used to Implement Design Solutions

Section 2. Architectural and construction

2.1. Explanatory Note

2.2. Master Plan

2.3. Landscaping and landscaping project

2.4. Architectural and planning solution

2.5. Constructive solution

2.6. Key decisions to ensure the living conditions of persons with disabilities and small-mobile groups

2.7. Building Engineering Systems

2.8. Technical and economic indicators of the building

2.9. Climatology

2.10. Heat-technical calculation of enclosing structure

Section 3. Design and Structural

3.1. Columns

3.2. Slab slab

Section 4. Technology, organization and economics of construction

4.1. Characteristics of the building under construction

4.2. Construction Phases

4.3. Selection of the most efficient construction technology based on comparison of options

4.4. Bill of Quantities

4.5. List of labour intensity of works and time of machines operation

4.6. Material, Structure and Semi-Finished Requirements List

4.7. Methods of production of main construction and installation equipment

4.8. Routing for standard floor erection

4.9. Job Instruction for Foundation Slab Arrangement

4.10. Scheduling

4.11. Construction Plot Plan Design

4.12. The economy of construction. Estimates

Section 5. Occupational safety

5.1. Analysis of potential hazards and industrial hazards at the construction site

5.2. Occupational Safety Engineering Solutions

Section 6. Environmental protection

6.1. Environmental Impact Statement

6.2. Conclusion

List of used literature

1.1. Functional purpose of the building

Ground floor - has areas intended for office and staff service premises; as well as the premises of the passage, security station, garbage chambers and electric panels.

On the typical floor (from the 2nd to the 7th) there is a stairway lift unit with an unfamiliar staircase and rooms for offices with a free layout.

In the house, a technical floor 2.5 m high in the light is designed. Access to it is carried out by an unfamiliar staircase through a door 1.8 m high at an attic floor elevation of 29.80 m.

1.3. Fire fighting measures

In order to satisfy all the requirements of fire safety standards for 7-storey public buildings, the following are designed in the building:

An unnamed stairwell, the entrance to which is carried out through a corridor 1.40 m wide and an elevator hall.

In the elevator hall there is a smoke removal shaft and fire water supply.

"RUS OTIS" elevators were used.

A cargo and passenger elevator with a carrying capacity of 1000 kg can be used as a firefighter.

The doors of both elevators are firefighting, with a fire resistance limit of 1.0 hour.

Access to the attic, engine room and to the roof is carried out by reinforced concrete marches within the unnamed staircase through doors with a height of 1.8 and 1.9 m.

All doors leading to the technical rooms (attic, garbage chamber, electrical panel) are firefighting.

1.4. Design Solutions

Structural diagram of the 7-office reconstructed building on Warsaw Highway House 5, Building 8 of Moscow:

- Reconstructed first three floors - frame-frame;

- Newly erected 4 floors - frame-skid.

Height of floors: 1et - 4.0 m; 2et – 4.8 m; 3et – 4.3 m; 47et – 3.9 m; attic 3 m from the top of the floor to the bottom of the coating.

The main method of building houses is the construction of load-bearing structures from heavy monolithic concrete in large-shield formwork.

1.5. About Materials Used to Implement Design Solutions

1.5.1 For underground structures

a) Foundations:

- foundation - brick and concrete tape reinforced by monolithic reinforced concrete slab of B25 class;

1.5.2 For above-ground structures

a) Renovated part of the building:

- valves of classes AIII, BpI (as per GOST 578182 and 672780);

- columns - ring section, cast from gray cast iron of grade CH 15, reinforcement is made in the form of concreting;

- slabs - concrete and brick, vaulted, supported on metal beams of I-beam section;

- beams - metal I-beam section resting on columns and external brick walls;

- external walls - brick.

b) Newly erected floors:

- columns - cast-in-situ reinforced concrete, concrete of class B25, reinforcement of class AI, AIII (GOST 578281);

- floor - beam-free, cast-in-situ reinforced concrete, concrete of class B25, reinforcement of class AI, AIII (GOST 578281);

- external walls - blocks of cellular concrete; on 6-7 floors - glass stained glass;

- internal walls - blocks of cellular concrete.

c) Covering and roof:

- cast-in-situ reinforced concrete of B25 class;

- valves of classes AIII and BpI;

- mineral wool slabs;

- filisol.

d) Partitions:

- ordinary clay brick (GOST 53095).

2.1. Explanatory Note

Stage RECONSTRUCTION PROJECT with the superstructure of the production building to accommodate the office center at the address Warsaw Shosse, 5.

The design object is located on the territory of the natural complex of Moscow in the zones of modes No. 4 and No. 5, in the zone of regulation of the development of the historical urban planning environment, in the natural and public zone of mixed use, in the construction zone of high-density development (more than 10 thousand square meters. m/ha). The nearest residential building is located at a distance of 110 m from the designed building. The 0.5502 ha section is located at the intersection of Novodanilovsky passage and Novodanilovskaya embankment, 23 meters from the Moskva river.

2.2. Master Plan

The land allotted for development from the north borders with the lawn at Novodanilovsky passage, from the east - with the sidewalk of Novodanilovskaya embankment, from the south - with the local passage and the territory of Express Stroyservice CJSC, from the west - with the territory of the complex of buildings of UpakService LLC and International Concern EDAS CJSC, adjacent to the building of the Moscow Academy and the Right and the building of the Moscow. Its wound area is 0.5502ha. Car parking lots have been designed in this area.

Most of the site is built up with an existing production building.

The designed facility has a convenient transport connection with the Warsaw highway through Novodanilovsky and local passages, as well as embankments of the river. Moscow and the third transport ring. The nearest metro station is Tula, with which the designed object is connected by a tram line.

Approach and access to the building is possible both from the side of the embankment and from the side of Novodanilovsky passage. The building has two main entrances: one from the side of the embankment, the second from the side of Novodanilovsky passage.

2.3. Landscaping and landscaping project

The project of landscaping and landscaping provides for the preservation of 2 existing birches at the entrance to the building, the construction of lawns from Novodanilovsky passage, the arrangement of driveways, parking lots of cars. Part of the territory is planned to be paved with paving stones, part - paved. The asphalt pavement of the sidewalks of Novodanilovsky passage and Novodanilovskaya embankment is to be repaired with the replacement of asphalt.

It is planned to install benches and garbage bins at the main entrances to the center building. From the side of the yard at the garbage chamber, a site for garbage containers has been designed.

The driveways are framed by a concrete side with a section of 150x300mm.

Entry and exit from the site are designed in three places: on Novodanilovsky passage, Novodanilovskaya embankment, intra-quarter passages.

The designed object has the following availability of guest and office parking lots: on Novodanilovskaya embankment - 24 m/m, in Novodanilovsky passage - 15 + 12 m/m. The total capacity of all car parks will be 62 m/m, including within the boundaries of land removal - 50 m/m.

Territory balance

• Allotted land area - 0.5502ha;

• Building area - 2475.38 m2;

• Passage area - 1799.32m2;

• Parking area - 881.25m2;

• Landscaping area - 346.57m2.

2.4. Architectural and planning solution of the building

The superstructured part of the building repeats the outline of the existing red lines. Part of the building behind the red line (construction of the 30s of the last century) is to be demolished. Architectural, including the color solution of existing elevations, is preserved in its original form. The superstructured part compositionally and in color differs from the existing one and, at the same time, harmoniously combines with the old one in the rhythm of window openings. The scale of the designed building is accepted according to the scale of the surrounding development. The architecture of the facade on the side of the river. Moscow is decided as a dominant in the panorama of Novodanilovskaya embankment.

The building has two main entrances, two evacuation exits, four service entrances, one entrance to the parking lot, four stairs (two main, two evacuation) and two elevators with main stairs with a carrying capacity of 1000 kg each. One of the elevators has a cabin size of 1100x2100mm, the remaining three - 1600x1400mm. One of the existing stairs is retained and added.

The large depth of the building predetermined the arrangement of two light wells having a translucent coating.

In accordance with the customer's assignment, the floors from the second to the seventh are designed to accommodate the functional divisions of the center for four divisions on the floor, the area of ​ ​ which has a range from 400 to 600 sq.m. The functional divisions of the center are focused on management, marketing, advertising, research, as well as software development using exclusively computer equipment that does not require the development of a special technological project.

Each unit has its own isolated entrance from one of the main stairs, a unit of sanitary units, and an evacuation exit. The planning work area of each fire requirements unit is divided into two parts, one of which, bordering the light wells, is equipped with a splinker fire extinguishing system. Each of the zones has a free layout (cabinet, furniture transformable partitions).

On the ground floor, a dining room for 150 p.m, a catering unit, an individual heat station, a transformer substation, a cold center, a garbage chamber, household premises of technical personnel, a security room, technical and storage rooms are designed. Ventilation chambers and other technical rooms are placed on the flat roof.

For visitors to the dining room, loading of products, waste disposal and for personnel, independent entrances are designed. The dining room operates on semi-finished products, food supply is carried out as necessary in the corresponding pantries and refrigerating stationary chambers. Products come in closed gastronomic containers, cardboard containers, fabric or paper bags. The planning solution of the group of rooms for the production of culinary products ensures the flow of the technological process, eliminates counter flows of raw materials, semi-finished products and finished products, used and clean dishes.

Raw materials go to the unloading station from Novodanilovsky passage. Directly during unloading, a block of storerooms and cooled chambers was designed. This is followed by production shops. For food waste, a cooled chamber is provided with direct unloading to the street from Novodanilovskaya embankment.

Visitors receive ready-made dishes using the self-service method through a distribution line.

2.5. Constructive solution

The project provides for the reconstruction and superstructure of a three-story production building (with a basement located under part of the building in axes A-B and 113), at the address: Warsaw Highway, st. 5, p. 8. The reconstructed building was built in two stages: the first - at the beginning of the twentieth century (the "old" part), the second - reconstruction to increase volume in the early 1950s (the "new" part).

During the reconstruction the following works are to be performed:

- supply of monolithic foundation slab;

- reinforcement of existing metal columns;

- reinforcement and replacement of structures of existing interstage floors;

- superstructure of four floors,

- extension of seven floors.

The following materials were used in the design:

- "Conclusion based on the results of the survey of the technical condition of the building structures of the production and storage building" (vol. 1 and 2), carried out by VNIIPKsetschrostroyconstruction OJSC and Geokon Project LLC in 2000-2001.

- "Technical Conclusion on the State of Individual Building Structures and Foundations of the Building" (2 pcs.), made by GeoservisJung LLC in 2002.

- "Technical conclusion on the state of floors above the second and third floors of the building," executed by Geoservice-Jung LLC in July 2002.

- "Technical conclusion" on the engineering and geological conditions of the construction site, performed by Geoservice-Jung LLC in November 2002.

The building is designed for snow, wind and temporary loads in accordance with the requirements of SNiP 2.01.0785 "Loads and Impacts" and the current construction codes and regulations for certain types of structures.