Apartment building and workshop on the production of ceramic tiles - exchange rate

Contents

Drawing List

Introduction

Source Data

Section 1 "Civil Building"

1.1 Scheme of planning organization of the land section

1.2 Space Planning Solution

1.3 Design Solution

1.4 External and internal finishing

1.5 Engineering Equipment Information

1.6 List of environmental protection measures

1.7 Fire Safety Measures

1.8 Measures to ensure access to foreign

1.9 Energy Efficiency Compliance Activities

1.10 Measures to protect building structures and foundations from destruction

1.11 Cost-effectiveness of the project.

1.12 Annexes to Section 1 "Civil Building"

Appendix 1 Calculation of foundation depth.

Appendix 2 Specification of infill elements

Appendix 3 List of jumpers

Appendix 4 Jumper Specification

Annex 5 Specification of prefabricated elements

Annex 6 Gender Plan

Annex 7 Exploiting floors

Section 2 Industrial Building

2.1 Space Planning Solution

2.2 Structural solution

2.3 Project Cost Effectiveness

2.4 Annexes to Section 2 Industrial Building

Appendix 1 Specification of infill elements

Annex 2 Specification of prefabricated elements

Annex 3 Gender Plan

Annex 4 Exploiting floors

Conclusion

Literature

Introduction

Capital construction, which ensures the development of other sectors of the economy, plays a crucial role in the development of society.

The construction industry in Russia is gaining a second breath today. Recently, housing construction was given the status of a priority National project "Affordable and comfortable housing - citizens of Russia."

In the city of Kirov in the field of housing construction in 2011, 320 thousand square meters of housing were commissioned.

Residential building projects can be implemented as part of the priority National project "Affordable and comfortable housing - to citizens of Russia," as part of the National Program "Resettlement from dilapidated and emergency housing," as part of the program "Providing housing for young families."

Topic 1 of the course project section is most relevant due to the fact that the housing industry is currently the most mass.

The project of a residential building proposed for development allows solving the housing problem of 20 families .

As a result of the course project, the placement of the building on the territory of residential development is resolved; The volume planning solution of the building is designed, the number and cost of apartments in the residential building are calculated in accordance with the design standards. During the course design process, the design scheme of the building and the issues of ensuring its spatial rigidity and stability are selected. Characterization of the structural solution of the main elements of the building is carried out by selecting them in accordance with the dimensions of space-planning parameters according to the series and GOST of industrial structures and products. The description of the structural solution of the building is the most responsible case in course design. The design of buildings also includes a description of exterior and interior decoration, information on engineering equipment, a short list of environmental protection measures, fire safety measures, measures to ensure access of people with disabilities to the building, measures to ensure compliance with the energy efficiency requirements of the designed facilities.

The topic of the 2nd section of the course project is the one-story industrial building "Workshop for the production of ceramic tiles." The design of this section is a complex of graphic and text matrices according to the volume-planning and structural solution of an industrial building.

The initial materials for the development of the course design are the assignment for the course design, containing information on the purpose of buildings, the main parameters of space-planning and structural characteristics, the construction area, and the soil conditions of the construction site.

Structural solution of the building

Structural diagram of the building: arceless with load-bearing longitudinal walls.

The spatial rigidity and stability of the building is ensured by the joint operation of walls and horizontal slab disks. Hard disk is formed by anchoring slabs between each other, extreme slabs with walls, with subsequent sealing of joints with concrete.

Foundations and Basements

prefabricated strip foundations from railway slabs (GOST 1358085), and concrete wall blocks (GOST 1357978), which are the walls of the basement of the building, were designed.

Foundation slabs are laid on a leveled base with a sand filling 10 cm thick.

Slabs for external and internal walls have width of 2000 mm.

The width of the foundation blocks for the external walls is assumed to be 600 mm, for the internal - 400 mm .

Horizontal waterproofing is arranged in two levels - on top of laid foundation slabs and on the edge of the foundation - from 2 layers of watercolor.

Vertical waterproofing of the basement walls in contact with the ground is carried out by coating with hot bitumen in 2 times.

The foundation depth is 1.4.m, in accordance with the calculation of the foundation depth.

The base is made of ceramic facing bricks.

Along the perimeter of the building, asphalt concrete paving is performed with a width of 1000 mm with a slope of i = 0.03 .

Walls

External: brick multilayer with effective thermal insulation according to the series 2.0302.01, with horizontal cutting of the insulation and external facing mould through the 1st floor with cantilever reinforced concrete slabs (installed at the bottom level of the floor slabs).

The thickness of the outer walls is 640 mm with a polystyrene foam insulation .

The inner walls are brick solid with a thickness of 380 mm.

Silicate brick M 125 F 35 (GOST 37995), density 1800 kg/m3

Cement sand mortar M 75

Composition of the outer wall: inner bearing mould 380 mm, polystyrene foam insulation (GOST 15588), density 40 kg/m3, thickness 100mm; air straightening gap 40mm, outer facing mile 120 mm. Air clearance is not provided along perimeter of window and door openings.

Insulation is attached to the main bearing part of the wall by means of flexible connections from fiberglass reinforcement with special nozzles for fixing the air gap. Reinforcement spacing is not more than 500 mm vertically and horizontally.

Structural reinforcement of the spacers is performed by reinforcement grids made of reinforcement with diameter 4 Bp1 at the level of the top and bottom of the spacers. Reinforcement with reinforcement grids is also carried out at the floor level.

Insulate the partitions, ceilings of the vestibule with "URSA" mats according to TU 576300200287697 140. 210 mm thick with subsequent plaster on the grid.

Partitions

Inter-apartment partitions are made of foam concrete blocks of grade D 800 with a strength of 29 kg/cm2 TU 5741040002847532004 on cement sand mortar M50 - thickness of 100mm.

Inter-room partitions 120 mm thick are made of silicate brick GOST 53095 M75 on cement sand mortar M50

Partitions of bathrooms and kitchens with a thickness of 65 mm are made of brick of ceramic full-white GOST 53095 M75 on cement sand mortar M50.

Floors and covering

The floors are designed from multipost railway plates according to the 1.1411 series. Design floor load 800 kg/m2, coating 400 kg/m2. Slabs are laid on the outer walls from the inner edge of the wall by 120 mm, on the inner bearing walls by 120 mm. Plate length: 5100 and 6300mm, width 1500 and 1200 mm. Monolithic sections are made of M300 concrete. Sealing of longitudinal joints between slabs is performed by M100 cement sand mortar.

Roof, roof

A roof with a cold attic. Attic floor of prefabricated railway plates with insulation from rigid mineral wool plates 200 mm thick. Cement-sand tie on insulation is made of M100 mortar with thickness of 30 mm.

The load-bearing structure of the roof is layered wooden rafters of 2 boards with a section of 150x50 with a spacing of 1000 mm. The roof of thin-sheet steel is 0.5mm along a bar-shaped lattice with a section of 50x50 mm.

External organized drainage from the roof, 6 drainage funnels are provided. Roof slope 1:3.

Ladders

Stairs - from prefabricated reinforced concrete marches in the series 1.151.1-6 and staircases in the series 1.152.1-8. The stairs have a metal fence 1200 mm high with handrails made of profiled polyvinyl chloride.

Windows and doors

The windows are wooden with triple glazing. Window sizes: 1200x1500 mm, 1360x1500mm, in window openings wooden window sills and plums made of galvanized steel are also installed. Internal doors as per GOST 662988 and external doors as per GOST 2469881 The following door types are cast: blind, glazed.

About Engineering Equipment

Category III building power supply, voltage 380, 220 v; lighting by filament lamps is carried out from the general electrical network. Electrical work in the designed building is carried out before plastering the internal walls and partitions. If necessary, drill holes for electric wire in walls and floors.

The sewerage system of the building is an economic and fecal one in the city sewerage network.

Water supply - drinking water from the city water supply.

Hot water supply - from the external network .

Heating system - water section. Single-tube system with M140AO radiators.

The ventilation system of a residential building is common, natural, meeting the requirements of GOST 3049496 "Residential and public buildings. The parameters of the microclimate in the room "Air exhaust is carried out from the upper area of ​ ​ the room through internal channels in the walls through the exhaust shafts provided in the construction part of the project.

Gas supply - from the external network.

Communication devices: radio broadcasting, telephony.

Kitchen and bathroom equipment - gas stoves, washes, toilets, baths, washbasins.

Waste water - with a camera on the 1st floor, with a replacement container.

1.6. List of environmental protection measures

1. During construction:

Before the start of construction, a fertile layer of soil is removed from the territory allocated for construction. And in the future it is used to form a fertile layer during landscaping of the site, to restore land disturbed during the construction of off-site communications. The remaining soil is taken to the restoration of low-productive land.

Protection of the water basin: in order to protect groundwater from pollution at the existing site, sewage sewage is transported through pipes and discharged through existing collectors to sewage treatment facilities of the city, where the effluents undergo complete biological treatment; Storm drains are diverted to special tanks and used for reuse for production purposes.

2. During operation of the building:

a) Air protection measures;

b) Protection of soil from contamination by household waste - collection of waste and its disposal;

c) protection of the water basin - storm drains are drained by organizing topography planning.

1.7 Fire Safety Measures

Provided in accordance with the Technical Regulation on Fire Safety Requirements No. 123FZ dated 22.07.2008.

Doors are opened in the direction of exit from the building. Internal finishing on escape routes is made of non-combustible materials. All finishing materials shall have the required fire safety certification.

The space-planning solution of the building provides for the provision of all rooms with evacuation exits to the outside and to the attic.

Natural lighting of escape routes is provided.

1.8 Measures to ensure access for persons with disabilities

Apartments for families with disabilities are located on the ground floor of the building. Surfaces of coatings of inlet platforms and plugs shall be made of solid materials, which do not allow sliding during wetting.

Depth of tambours is taken not less than 1.5 m with width not less than 2.2m.

The width of balconies and loggia is at least 1.4 m. Doorways shall not have thresholds or floor elevations .

A sidewalk with a width of 1.5 m is designed for the site to the building, a longitudinal slope of the traffic path for the passage of disabled people on armchairs, at the rate of not more than 5%, understated curbs on the sidewalks are provided.

Traffic paths are equipped with ramps in addition to stairs, ramps are also provided for access to the 1st floor. Places for personal motor transport of persons with disabilities are located near the entrance accessible to persons with disabilities.

1.9 Energy Efficiency Compliance Activities

Requirements for space planning solutions.

The building was designed and built in such a way that when meeting the established requirements for the microclimate of premises and other conditions, the efficient consumption of non-renewable energy resources during its operation is ensured. Area of translucent surfaces of building enclosing structures does not exceed 18% of total area of walls .

Requirements for individual building structures.

The walls are designed three-layer with the use of effective heat insulation material of polystyrene foam.

Insulate the partitions, ceilings of the vestibule with "URSA" mats according to TU 576300200287697 140. 210 mm thick with subsequent plaster on the grid.

Energy Efficiency Compliance

efficient heat insulation solutions for roofs and facades.

1.10 Measures to protect building structures and foundations from destruction.

Protect building structures from corrosion in accordance with SNiP 2.03.1185 "Protection of building structures from corrosion"

Side surfaces of reinforced concrete and concrete structures in contact with soil should be coated with hot bitumen in 2 times.

Metal elements of the building used in the open air and inside the building shall be protected against corrosion by anti-corrosion composition.

Embedded parts shall be galvanized with 150mm layer during fabrication.

Anchor bonds of slabs shall be protected by 30 mm layer of M100 cement mortar.

Wooden structures in contact with concrete and brickwork shall be insulated with 2 ruberoid layers over the entire contact surface.

Anti-radon protection system:

Device of membrane - layer of rolled or sheet gas-tight material resting on bearing element of basement wall, floor or floor. The membrane simultaneously performs the function of a pa-ro- or waterproofing layer.

Sealing - sealing of slots, seams, joints and communication openings in enclosing structures on the path of radon movement from the source to the premises of the building .