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Sp boiler installations. Gas-air path, chimneys, flue gas cleaning

  • SP 4.13130.2013 Fire protection systems. Limiting the spread of fire at protected facilities. Requirements for space-planning and design solutions
  • SP 6.13130.2013 Fire protection systems. Electrical equipment. fire safety requirements
  • SP 7.13130.2013 Heating, ventilation and air conditioning. fire safety requirements
    • SP 165.1325800.2014 Engineering and technical measures for civil defense. Updated version of SNiP 2.01.51-90 (with Amendment No. 1)
    • SP 223.1326000.2014 Railway telecommunications Rules for the use of station radio communications and two-way park communications
    • SP 224.1326000.2014 Railway traction power supply
    • SP 225.1326000.2014 Station buildings, structures and devices
    • SP 226.1326000.2014 Power supply of non-traction consumers Rules for design, construction and reconstruction
    • Amendment No. 1 to SP 108.13330.2012 Enterprises, buildings and structures for the storage and processing of grain Updated version of SNiP 2.10.05-85
    • Amendment No. 1 to SP 109.13330.2012 Refrigerators Updated version of SNiP 2.11.02-87
    • Amendment No. 1 to SP 113.13330.2012 Car parking Updated version of SNiP 21-02-99*
    • Amendment No. 1 to SP 13.13130.2009 Nuclear power plants Fire safety requirements
    • Amendment No. 1 to SP 14.13330.2014 Construction in seismic areas Updated version of SNiP II-7-81*
    • Amendment No. 1 to SP 141.13330.2012 Social service institutions for people with limited mobility Rules for calculating and placing
    • Amendment No. 1 to SP 142.13330.2012 Buildings of resocialization centers Design Rules Updated version of SP 35-107-2003
    • Amendment No. 1 to SP 143.13330.2012 Premises for leisure and physical culture and recreation activities of people with limited mobility Design rules
    • Amendment No. 1 to SP 144.13330.2012 Centers and departments of geriatric care Design rules
    • Amendment No. 1 to SP 145.13330.2012 Boarding houses Design rules
    • Amendment No. 1 to SP 146.13330.2012 Gerontological centers, nursing homes, hospices Design rules
    • Amendment No. 1 to SP 147.13330.2012 Buildings for social service institutions Reconstruction rules
    • Amendment No. 1 to SP 148.13330.2012 Premises in social and medical care institutions Design rules
    • Amendment No. 1 to SP 149.13330.2012 Rehabilitation centers for children and adolescents with disabilities Design rules
    • Amendment No. 1 to SP 150.13330.2012 Boarding houses for disabled children Design rules
    • Amendment No. 1 to SP 19.13330.2011 Master plans for agricultural enterprises Updated version of SNiP II-97-76*
    • Amendment No. 1 to SP 28.13330.2012 Corrosion protection of building structures Updated version of SNiP 2.03.11-85
    • Amendment No. 1 to SP 31.13330.2012 Water supply External networks and structures Updated version of SNiP 2.04.02-84
    • Amendment No. 1 to SP 59.13330.2012 Accessibility of buildings and structures for people with limited mobility Updated version of SNiP 35-01-2001
    • Amendment No. 1 to SP 63.13330.2012 Concrete and reinforced concrete structures. Basic provisions Updated edition of SNiP 52-01-2003
    • Amendment No. 1 to SP 90.13330.2012 Thermal power plants Updated version of SNiP II-58-75
    • Amendment No. 1 to SP 92.13330.2012 Warehouses for dry mineral fertilizers and chemical plant protection products Updated version of SNiP II-108-78
    • Amendment No. 2 to SP 31.13330.2012 Water supply External networks and structures Updated version of SNiP 2.04.02-84
    • Amendment No. 2 to SP 63.13330.2012 Concrete and reinforced concrete structures Basic provisions Updated version of SNiP 52-01-2003
    • SP 230.1325800.2015 Enclosing structures for buildings Characteristics of thermal inhomogeneities
    • SP 231.1311500.2015 Development of oil and gas fields Fire safety requirements
    • SP 232.1311500.2015 Fire protection of enterprises General requirements
    • SP 233.1326000.2015 Railway transport infrastructure High-precision coordinate system
    • SP 234.1326000.2015 Railway automation and telemechanics Construction and installation rules
    • SP 235.1326000.2015 Railway automation and telemechanics Design rules
    • SP 236.1326000.2015 Acceptance and commissioning of railway infrastructure facilities
    • SP 237.1326000.2015 Railway transport infrastructure General requirements
    • SP 238.1326000.2015 Railway track
    • SP 239.1326000.2015 Passenger information systems, warnings for workers on the tracks and park communication in railway transport
    • SP 240.1311500.2015 Liquefied natural gas storage facilities Fire safety requirements
    • SP 241.1311500.2015 Fire protection systems Automatic water fire extinguishing installations for high-rise rack warehouses Codes and rules for designing
    • SP 242.1325800.2015 Buildings of territorial bodies of the Pension Fund of the Russian Federation Design rules
    • SP 243.1326000.2015 Design and construction of highways with low traffic intensity
    • SP 244.1326000.2015 Cable lines of railway infrastructure facilities
    • SP 245.1325800.2015 Corrosion protection of linear facilities and structures in the oil and gas complex Rules for the production and acceptance of work
    • SP 20.13330.2016 Loads and impacts. Updated version of SNiP 2.01.07-85* (with Amendment No. 1)
    • SP 22.13330.2016 Foundations of buildings and structures. Updated version of SNiP 2.02.01-83*
    • SP 246.1325800.2016 Regulations on architectural supervision of the construction of buildings and structures
    • SP 264.1325800.2016 Light masking of settlements and objects of the national economy. Updated version of SNiP 2.01.53-84
    • SP 30.13330.2016 Internal water supply and sewerage of buildings. Updated version of SNiP 2.04.01-85* (as amended)
    • SP 42.13330.2016 Urban planning. Planning and development of urban and rural settlements. Updated edition of SNiP 2.07.01-89*
    • SP 47.13330.2016 Engineering surveys for construction. Basic provisions. Updated edition of SNiP 11-02-96
    • SP 52.13330.2016 Natural and artificial lighting. Updated edition of SNiP 23-05-95*
    • SP 60.13330.2016 Heating, ventilation and air conditioning. Updated edition of SNiP 41-01-2003
    • SP 72.13330.2016 Protection of building structures and facilities against corrosion. Updated version of SNiP 3.04.03-85
    • SP 73.13330.2016 Internal sanitary systems of buildings Updated version of SNiP 3.05.01-85
    • SP 76.13330.2016 Electrical devices. Updated edition of SNiP 3.05.06-85
    • SP 93.13330.2016 Protective structures of civil defense in underground mine workings. Updated version of SNiP 2.01.54-84
    • SP 94.13330.2016 Adaptation of public utility facilities for the sanitization of people, special treatment of clothing and rolling stock of vehicles. Updated version of SNiP 2.01.57-85
    • SP 95.13330.2016 Concrete and reinforced concrete structures made of dense silicate concrete. Updated version of SNiP 2.03.02-86
    • SP 96.13330.2016 "SNiP 2.03.03-85 Reinforced cement structures"
    • SP 127.13330.2017 Landfills for neutralization and disposal of toxic industrial waste. Basic provisions for design. SNiP 2.01.28-85
    • SP 16.13330.2017 "Steel structures. Updated version of SNiP II-23-81*" (as amended, with Amendment No. 1)
    • SP 17.13330.2017 Roofs. Updated version of SNiP II-26-76
    • SP 382.1325800.2017 Wooden structures glued on glued rods. Calculation methods
    • SP 71.13330.2017 Insulating and finishing coatings. Updated version of SNiP 3.04.01-87 (with Amendment No. 1)
    • SP 32.13330.2018 Sewerage. External networks and structures. SNiP 2.04.03-85
    • SP 383.1325800.2018 Sports and recreation complexes. Design rules
    • SP 384.1325800.2018 Construction tent structures. Design rules
    • SP 385.1325800.2018 Protection of buildings and structures from progressive collapse. Design rules. Basic provisions
    • SP 386.1325800.2018 Translucent structures made of polycarbonate. Design rules
    • SP 388.1311500.2018 Religious cultural heritage sites. fire safety requirements
    • SP 390.1325800.2018 Buildings and facilities of adaptive sports schools and adaptive sports centers. Design rules
    • SP 392.1325800.2018 Main and field pipelines for oil and gas. Executive documentation for construction. Forms and requirements for maintenance and execution
    • SP 407.1325800.2018 Earthworks. Rules for production by hydromechanization
    • SP 408.1325800.2018 Detailed seismic zoning and seismic microzoning for territorial planning
    • SNiPs
      • Section 1. Organizational and methodological normative documents
        • 01. System of normative documents in construction
          • SNiP 1.01.01-82* System of regulatory documents in construction Basic provisions (with Amendments No. 1, 2)
        • 02. Organization, methodology and economics of design and engineering surveys
          • SNiP 1.02.01-85 Instructions on the composition, procedure for developing, coordinating and approving design estimates for the construction of enterprises, buildings and structures (with Amendments No. 1, 2, 3)
          • SNiP 1.02.03-83 Instructions for the design of facilities for construction abroad
          • SNiP 1.02.07-87 Engineering surveys for construction
        • 03. Organization of construction. Construction management
        • 04. Standards for the duration of design and construction
          • SNiP 1.04.03-85 Standards for the duration of construction and groundwork in the construction of enterprises of buildings and structures part 1-1
          • SNiP 1.04.03-85 Standards for the duration of construction and groundwork in the construction of enterprises of buildings and structures part 1-2
          • SNiP 1.04.03-85 Standards for the duration of construction and groundwork in the construction of enterprises of buildings and structures, part 2
        • 05. Economics of construction
          • SNiP 1.05.03-87 Standards for groundwork in housing construction, taking into account complex development
        • 06. Regulations on organizations and officials
          • SNiP 1.06.04-85 Regulation on the chief engineer (chief architect) of the project
          • SNiP 1.06.05-85 Regulations on designer supervision of design organizations for the construction of enterprises, buildings and structures (as amended)
        • 10. Standardization, regulation, certification
          • SNiP 10-01-2003 System of regulatory documents in construction Basic provisions
          • SNiP 10-01-94 System of regulatory documents in construction Basic provisions (with Amendments No. 1, 2)
        • 11. Engineering survey for construction and design
          • SNiP 11-01-95 Instructions on the procedure for the development, approval, approval and composition of project documentation for the construction of enterprises, buildings and structures
          • SNiP 11-02-96 Engineering surveys for construction
          • SNiP 11-03-2001 Standard project documentation
          • SNiP 11-04-2003 Instructions on the procedure for the development, approval, examination and approval of urban planning documentation
        • 12. Production
          • SNiP 12-01-2004 Organization of construction
          • SNiP 12-03-2001 Occupational safety in construction. Part 1. General requirements
          • SNiP 12-03-99 Labor safety in construction. Part 1. General requirements (With Amendment No. 1)
          • SNiP 12-04-2002 Occupational safety in construction. Part 2. Construction production
        • 13. Operation
        • 14. Urban cadastre
          • SNiP 14-01-96 Basic provisions for the creation and maintenance of the state urban cadastre of the Russian Federation
        • 15. Architectural and urban planning activities
        • SNiP I-2 Construction terminology
      • Section 2. General technical regulations
        • 01. General design standards
          • SNiP 2.01.01-82 Construction climatology and geophysics
          • SNiP 2.01.02-85* Fire regulations
          • SNiP 2.01.07-85* Loads and impacts (with Amendments No. 1, 2)
          • SNiP 2.01.09-91 Buildings and structures on undermined territories and planting soils
          • SNiP 2.01.14-83 Determination of calculated hydrological characteristics
          • SNiP 2.01.15-90 Engineering protection of territories of buildings and structures from dangerous geological processes. Basic design provisions.
          • SNiP 2.01.28-85 Landfills for the neutralization and disposal of toxic industrial waste Basic design provisions
          • SNiP 2.01.51-90 Engineering and technical measures of civil defense
          • SNiP 2.01.53-84 Light masking of settlements and objects of the national economy
          • SNiP 2.01.54-84 Protective structures of civil defense in underground mine workings
          • SNiP 2.01.55-85 Objects of the national economy in underground mine workings
          • SNiP 2.01.57-85 Adaptation of public utility facilities for sanitizing people, special treatment of rolling stock of vehicles
        • 02. Bases and foundations
          • SNiP 2.02.01-83* Foundations of buildings and structures
          • SNiP 2.02.02-85* Foundations of hydraulic structures (with Amendment No. 1)
          • SNiP 2.02.03-85 Pile foundations
          • SNiP 2.02.04-88 Bases and foundations on permafrost soils
          • SNiP 2.02.05-87 Foundations of machines with dynamic loads
        • 03. Building structures
          • SNiP 2.03.01-84* Concrete and reinforced concrete structures (with Amendments No. 1, 2)
          • SNiP 2.03.02-86 Concrete and reinforced concrete structures made of dense silicate concrete
          • SNiP 2.03.03-85 Reinforced cement structures
          • SNiP 2.03.04-84 Concrete and reinforced concrete structures designed to operate under high and high temperatures
          • SNiP 2.03.06-85 Aluminum structures
          • SNiP 2.03.09-85 Asbestos-cement structures
          • SNiP 2.03.11-85 Corrosion protection of building structures
          • SNiP 2.03.13-88 Floors
        • 04. Engineering equipment of buildings and structures. External networks
          • SNiP 2.04.01-85* Internal water supply and sewerage of buildings
          • SNiP 2.04.02-84 (as amended 1 1986, amendment 2000) Water supply. Outdoor networks and facilities
          • SNiP 2.04.03-85 Sewerage. External networks and structures (with Amendment No. 1)
          • SNiP 2.04.05-91 Heating, ventilation and air conditioning (with Amendments No. 1, 2, 3)
          • SNiP 2.04.07-86 Heating networks
          • SNiP 2.04.08-87* Gas ​​supply (with Amendments 1, 2, 3, 4)
          • SNiP 2.04.09-84 (as amended 1 1997) Fire automation of buildings and structures
          • SNiP 2.04.12-86 Strength calculation of steel pipelines
          • SNiP 2.04.14-88 Thermal insulation of equipment and pipelines
        • 05. Transport facilities
          • SNiP 2.05.02-85 Highways
          • SNiP 2.05.03-84* Bridges and pipes.
          • SNiP 2.05.06-85 (2000) Main pipelines
          • SNiP 2.05.07-91 (1996, amended 1 1996) Industrial transport
          • SNiP 2.05.09-90 Tram and trolleybus lines
          • SNiP 2.05.11-83 (1984) On-farm roads in collective farms, state farms and other agricultural enterprises and organizations.
          • SNiP 2.05.13-90 Oil product pipelines laid on the territory of cities and other settlements
        • 06. Hydrotechnical and energy facilities, reclamation systems and facilities
          • SNiP 2.06.01-86 (1988) Hydraulic structures. Basic design provisions
          • SNiP 2.06.03-85 Land reclamation systems and structures.
          • SNiP 2.06.04-82* Loads and impacts on hydraulic structures (wave, ice and ships).
          • SNiP 2.06.05-84* Dams made of soil materials.
          • SNiP 2.06.06-85 (1987) Concrete and reinforced concrete dams.
          • SNiP 2.06.07-87 Retaining walls, shipping locks, fish passage and fish protection structures.
          • SNiP 2.06.08-87 Concrete and reinforced concrete structures of hydraulic structures.
          • SNiP 2.06.09-84 Hydraulic tunnels (instead of SN 238-73)
          • SNiP 2.06.14-85 (1989) Protection of mine workings from underground and surface waters
          • SNiP 2.06.15-85 Engineering protection of the territory from flooding and flooding
        • 07. Planning and development of settlements
          • SNiP 2.07.01-89* Urban planning. Planning and development of urban and rural settlements
        • 08. Residential and public buildings
          • SNiP 2.08.01-89 Residential buildings
          • SNiP 2.08.02-89 Public buildings and structures
        • 09. Industrial enterprises, industrial buildings and structures, auxiliary buildings. inventory buildings
          • SNiP 2.09.02-85 Industrial buildings
          • SNiP 2.09.03-85 Constructions of industrial enterprises.
          • SNiP 2.09.04-87 (2000) Administrative and service buildings
        • 10. Agricultural enterprises, buildings and structures
          • SNiP 2.10.02-84 (as amended 1 2000) Buildings and premises for processing and storage of agricultural products
          • SNiP 2.10.03-84 (as amended 1 2000) Livestock, poultry and fur-breeding buildings and premises
          • SNiP 2.10.04-85 (as amended 1 2000) Greenhouses and greenhouses
          • SNiP 2.10.05-85 (1988, amended 1 2000) Enterprises, buildings and facilities for grain storage and processing.
        • 11. Warehouses
          • SNiP 2.11.01-85* Warehouse buildings
          • SNiP 2.11.02-87 (as amended 1 2000) Refrigerators
          • SNiP 2.11.03-93 Warehouses for oil and oil products. Fire regulations
          • SNiP 2.11.04-85 Underground storage of oil, oil products and liquefied gases
          • SNiP 2.11.06-91 Warehouses for timber products. Fire safety design standards (instead of SN 473-75)
        • 12. Norms of land acquisition
        • 20. Basic provisions for the reliability of building structures
        • 21. Fire safety
          • SNiP 21-01-97* Fire safety of buildings and structures (with Amendments No. 1, 2)
          • SNiP 21-02-99 Car parking
          • SNiP 21-03-2003 Warehouses of timber materials. Fire regulations
        • 22. Protection from hazardous geophysical impacts
          • SNiP 22-01-95 Geophysics of natural hazards
          • SNiP 22-02-2003 Engineering protection of territories, buildings and structures from dangerous geological processes. Basic provisions
        • 23. Indoor climate and protection from harmful influences
          • SNiP 23-01-99* Building climatology (with Amendment No. 1)
          • SNiP 23-02-2003 Thermal protection of buildings
          • SNiP 23-03-2003 Noise protection
          • SNiP 23-05-95 Natural and artificial lighting (with Amendment No. 1)
        • 24. Dimensional interchangeability and compatibility
        • SNiP II-108-78 Warehouses of dry mineral fertilizers and chemical plant protection products
        • SNiP II-11-77* Protective structures of civil defense
        • SNiP II-12-77 Noise protection
        • SNiP II-22-81 (1995) Stone and reinforced masonry structures
        • SNiP II-23-81* Steel structures (with Amendments)
        • SNiP II-25-80 (1988) Wooden structures
        • SNiP II-26-76 Roofs (as amended)
        • SNiP II-3-79* Construction heat engineering (with Amendments N 1-4)
        • SNiP II-44-78 Railway and road tunnels
        • SNiP II-58-75 Thermal power plants
        • SNiP II-7-81* Construction in seismic areas
        • SNiP II-89-80* Master plans for industrial enterprises
        • SNiP II-90-81 Industrial buildings of industrial enterprises
        • SNiP II-94-80 Underground mine workings
        • SNiP II-97-76 Master plans for agricultural enterprises
        • SNiP II-A.3-62 Classification of buildings and structures. Basic design provisions
        • SNiP II-B.8-71 Floors. Design standards
        • SNiP II-K.2-62 Planning and development of populated areas. Design standards
      • Section 3. Normative documents on urban planning, buildings and structures
        • 01. General rules of construction production
          • SNiP 3.01.01-85* Organization of construction production (with Amendments No. 1, 2)
          • SNiP 3.01.03-84 Geodetic works in construction
          • SNiP 3.01.04-87 Acceptance for operation of completed facilities
          • SNiP 3.01.09-84 Acceptance into operation of completed protective structures and their maintenance in peacetime (instead of SN 464-74)
        • 02. Bases and foundations
          • SNiP 3.02.01-87 Earthworks, foundations and foundations
          • SNiP 3.02.03-84 Underground mine workings
        • 03. Building structures
          • SNiP 3.03.01-87 Bearing and enclosing structures
        • 04. Protective, insulating and finishing coatings
          • SNiP 3.04.01-87 Insulating and finishing coatings
          • SNiP 3.04.03-85 Protection of building structures and facilities against corrosion
        • 05. Engineering and technological equipment and networks
          • SNiP 3.05.01-85 Internal sanitary systems (with Amendment No. 1)
          • SNiP 3.05.02-88* Gas ​​supply (with Amendments 1 and 2)
          • SNiP 3.05.03-85 Heating networks
          • SNiP 3.05.04-85* External networks and facilities for water supply and sewerage
          • SNiP 3.05.05-84 Technological equipment and process pipelines
          • SNiP 3.05.06-85 Electrical devices
          • SNiP 3.05.07-85 (as amended 1 1990) Automation systems
        • 06. Transport facilities
          • SNiP 3.06.03-85 Highways
          • SNiP 3.06.04-91 Bridges and pipes
          • SNiP 3.06.07-86 Bridges and pipes Inspection and testing rules
        • 07. Hydrotechnical and energy facilities, reclamation systems and facilities
          • SNiP 3.07.01-85 River hydraulic structures
          • SNiP 3.07.02-87 Hydraulic marine and river transport facilities
          • SNiP 3.07.03-85 (as amended 1 1991) Land reclamation systems and structures
        • 08. Mechanization of construction production
          • SNiP 3.08.01-85 Mechanization of building production. Rail tracks of tower cranes
        • 09. Manufacture of building structures, products and materials
          • SNiP 3.09.01-85 (as amended 1 1988, 2 1994) Manufacture of prefabricated reinforced concrete structures and products
        • 30. Urban planning
          • SNiP 30-02-97* Planning and development of territories of horticultural dacha associations of citizens, buildings and structures (with Amendment No. 1)
        • 31. Residential, public and industrial buildings and structures
          • SNiP 31-01-2003 Residential multi-apartment buildings
          • SNiP 31-02-2001 Residential single-apartment houses
          • SNiP 31-03-2001 Industrial buildings
          • SNiP 31-04-2001 Warehouse buildings
          • SNiP 31-05-2003 Public buildings for administrative purposes
          • SNiP 31-06-2009 Public buildings and structures
        • 32. Transport facilities
          • SNiP 32-01-95 1520 mm gauge railways
          • SNiP 32-02-2003 Subways
          • SNiP 32-03-96 Aerodromes
          • SNiP 32-04-97 Railway and road tunnels
        • 33. Hydrotechnical and reclamation facilities
          • SNiP 33-01-2003 Hydraulic structures. Basic provisions
        • 34. Main and field pipelines
          • SNiP 34-02-99 Underground storage facilities for gas, oil and products of their processing
        • 35. Providing an accessible living environment for the disabled and other people with limited mobility
          • SNiP 35-01-2001 Accessibility of buildings and structures for people with limited mobility
        • SNiP III-10-75 Landscaping
        • SNiP III-18-75 (as amended in 1978, 1985, 1995) Metal structures
        • SNiP III-24-75 Industrial furnaces and brick pipes
        • SNiP III-39-76 Tram tracks
        • SNiP III-4-80* Construction Safety (With Amendments 1-5)
        • SNiP III-41-76 Contact networks of electrified transport
        • SNiP III-42-80 (as amended in 1983, 1987, 1997) Main pipelines
        • SNiP III-44-77 (as amended in 1981) Railway, road and hydraulic tunnels. Subways
        • SNiP III-46-79 Aerodromes
        • SNiP III-B.5-62* Metal structures. Rules for manufacturing, installation and acceptance
      • Section 4. Regulatory documents for engineering equipment of buildings and structures and external networks
        • 40. Water supply and sewerage
        • 41. Heat supply, heating, ventilation and air conditioning
          • SNiP 41-01-2003 Heating, ventilation and air conditioning
          • SNiP 41-02-2003 Heating networks
          • SNiP 41-03-2003 Thermal insulation of equipment and pipelines. (instead of SNiP 2.04.14-88 (1998))
        • 42. Gas supply
          • SNiP 42-01-2002 Gas distribution systems
        • SNiP 4.02-91 Basic estimated norms and prices. Collections of estimated norms and prices for construction work
        • SNiP 4.03-91 Collection of estimated norms and prices for the operation of construction machines
        • SNiP 4.04-91 Collection of estimated prices for materials, products and structures
        • SNiP 4.05-91 General provisions for the application of estimated norms and prices for construction work
        • SNiP 4.06-91 Collections of prices for equipment installation
        • SNiP 4.07-91 Collection of estimated norms of additional costs in the production of construction and installation works in winter
        • SNiP 4.09-91 Collection of estimated cost norms for the construction of temporary buildings and structures
        • SNiP IV-13-84 Collections of estimated costs for equipment and inventory of public and administrative buildings
        • SNiP IV-2-82 Collection of elemental estimated norms for building structures and work
      • Section 5. Regulatory documents for building structures and products
        • 01. Material consumption rates
          • SNiP 5.01.01-82 Consumption rates for materials, products and pipes per 1 million rubles. estimated cost of construction and installation works. Communal construction. Consumer services for the population
          • SNiP 5.01.02-83 Consumption rates for materials, products and pipes per 1 million rubles. estimated cost of construction and installation works. microbiological industry. Medical industry. Geology and exploration of mineral resources. Film industry (instead of SN 501-77, SN 520-79,
          • SNiP 5.01.03-85 Consumption rates for materials, products and pipes per 1 million rubles. estimated cost of construction and installation works for gas industry facilities (instead of SN 505-78, SN 526-80 in terms of pipe consumption)
          • SNiP 5.01.04-84 Consumption rates of materials, products and pipes per 1 million rubles. estimated cost of construction and installation works. Chemical industry. Petrochemical industry (instead of SN 424-78, SN 526-80)
          • SNiP 5.01.05-85 Consumption rates for materials, products and pipes per 1 million rubles. estimated cost of construction and installation works for water management facilities
          • SNiP 5.01.06-86 Consumption rates for materials, products and pipes per 1 million rubles. estimated cost of construction and installation works for electric power facilities
          • SNiP 5.01.07-84 Consumption rates for materials, products and pipes per 1 million rubles. the estimated cost of construction and installation works for the facilities of the oil production, oil refining industry and transportation of oil and oil products (instead of SN 504-78, SN-505-78, SN 526
          • SNiP 5.01.08-84 Consumption rates for materials, products and pipes per 1 million rubles. estimated cost of construction and installation works. Building materials industry, construction, building structures and parts industry
          • SNiP 5.01.09-84 Consumption rates for materials, products and pipes per 1 million rubles. estimated cost of construction and installation works. Trade and public catering. Printing industry. River transport. Meat and dairy industry. Flour and cereal
          • SNiP 5.01.10-84 Consumption rates of materials, products and pipes per 1 million rubles. estimated cost of construction and installation works for the forestry and woodworking, pulp and paper industries and forestry (instead of SN 501-77, SN 415-78, SN 526-80
          • SNiP 5.01.11-85 Consumption rates of materials, products and pipes per 1 million rubles. estimated cost of construction and installation works for ferrous metallurgy facilities
          • SNiP 5.01.12-85 Consumption rates of materials, products and pipes per 1 million rubles. estimated cost of construction and installation works for engineering facilities
          • SNiP 5.01.13-85 Consumption rates for materials, products and pipes per 1 million rubles. estimated cost of construction and installation works for light, food and fish industries
          • SNiP 5.01.14-85 Consumption rates of materials, products and pipes per 1 million rubles. estimated cost of construction and installation works for non-ferrous metallurgy, coal, peat and shale industries
          • SNiP 5.01.16-85 Consumption rates of materials, products and pipes per 1 million rubles. estimated cost of construction and installation works for agricultural construction projects
          • SNiP 5.01.17-85 Consumption rates of materials, products and pipes per 1 million rubles. estimated cost of construction and installation works for railway, air, sea, road transport, construction of roads and subways
          • SNiP 5.01.18-86 Regulations on the production rationing of the consumption of materials in construction
          • SNiP 5.01.23-83 Typical consumption rates of cement for the preparation of concrete, prefabricated and monolithic concrete, reinforced concrete products and structures
        • 02. Norms of need for construction equipment, tools and mechanisms
          • SNiP 5.02.02-86 Standards for the need for construction tools
        • 03. Rationing and payment for design and survey work
        • 04. Rationing and wages in construction
        • 50. Foundations and foundations of buildings and structures
        • 51. Stone and reinforced masonry structures
        • 52. Reinforced concrete and concrete structures
          • SNiP 52-01-2003 Concrete and reinforced concrete structures. Basic provisions
        • 53. Metal structures
        • 54. Wooden structures
        • 55. Constructions from other materials
        • 56. Windows, doors, gates and devices for them
      • Section 8. Normative documents on economics
        • 82. Material and fuel and energy resources
          • SNiP 82-01-95 Development and application of norms and standards for the consumption of material resources in construction. Basic provisions
          • SNiP 82-02-95 Federal (standard) elemental norms for the consumption of cement in the manufacture of concrete and reinforced concrete products and structures

    SNiP II-35-76* Boiler plants

    Scope and conditions of application These rules and regulations must be observed when designing new and reconstructed boiler plants (boiler rooms) with steam, hot water and steam hot water boilers, regardless of productivity, with a steam pressure of not more than 40 kgf / cm2 and with a water temperature of not more than 200 degrees. WITH.
    Table of contents

    The storage capacity of liquid fuels should not exceed
    values ​​set building codes and design rules
    warehouses of oil and oil products for warehouses of the second group.

    Boiler room fencing should be designed in accordance with
    with Directions
    for the design of fences for sites and sections of enterprises, buildings and
    structures.

    Buildings and fencing of boiler houses located on the sites
    industrial enterprises, fencing is not allowed.

    2.5. Outside the site of the boiler room it is allowed to have
    unloading devices for fuel supply, fuel depots, fuel oil facilities,
    condensate collection and pumping stations, hot water storage tanks,
    pumping stations and tanks for fire fighting and drinking water supply,
    ash and slag dumps; at the same time, fuel oil facilities, storage tanks of hot
    water supply, fire-fighting and drinking water supply tanks should
    have fences.

    2.6. The drainage system from the territory of the boiler room should be
    design open, and in the conditions of development - in conjunction with the networks of industrial and rainwater
    sewerage of the enterprise or area in which the boiler house is located.

    2.7. Distances to residential and public buildings should
    accept:

    from buildings, structures of the boiler house, as well as from
    equipment installed in open areas - according to sanitary standards
    permissible noise level in residential buildings;

    from warehouses of solid and liquid fuels, acids, alkalis and
    other potent toxic substances- according to special rules.

    2.8. Ash and slag should be used for construction needs
    and the construction industry. If it is impossible to use them, ash and slag dumps
    should be designed under the following conditions:

    the dimensions of the ash and slag dump site should
    provided for, taking into account the operation of the boiler house for at least 25 years, with the allocation of the first
    construction phase, designed to operate the boiler house for 10 years:

    ash and slag dumps should be placed on unsuitable for
    Agriculture land plots, near the boiler site: at the same time, for
    ash and slag dumps should use lowlands, ravines, wetlands,
    developed careers to be

    improvement,
    taking into account the prospective development of the construction area.

    The design should provide protection
    reservoirs from the removal of ash and slag by rain or flood waters.

    Transport

    2.9. The transport scheme of the boiler house is adopted based on its
    estimated performance, taking into account the sequence of construction and prospects
    extensions.

    2.10. The mode of supply of rolling stock for unloading the main
    or reserve fuel and reagents (weight rate, quantity and size
    rates, duration of unloading, carrying capacity of wagons and tanks)
    is established in agreement with the bodies of the Ministry of Railways. At
    when setting the weight rate of supply, the capacity of the salary should be taken into account,
    calculated in accordance with these rules and regulations.

    2.11. The supply of loaded wagons and the hauling of empty wagons must
    carried out by means of the Ministry of Railways or Industrial
    the enterprise on whose territory the boiler house is located.

    2.12. For boilers with a capacity of more than 50 Gcal / h at
    delivery of fuel or removal of ash and slag by road
    automobile entrance connecting the boiler site with the external network
    highways must have two lanes.

    For boilers with a capacity of 50 Gcal/h or less
    regardless of the method of fuel delivery and removal of ash and slag,
    provide a driveway highway with one stripe
    movement.

    2.13. Projects should provide for the possibility of a car access
    transport to the buildings and structures of boiler houses and to the equipment installed
    in open areas.

    Roads for road transport providing
    conducting technological process, must have improved capital
    coatings.

    3. Space-planning and design solutions

    3.1.* When designing
    buildings and structures of boiler houses should be guided by building codes and
    design rules industrial buildings, administrative and household
    buildings, structures of industrial enterprises and the instructions of this section.

    When designing built-in, attached and roof
    boiler rooms should be additionally guided by the requirements of building codes
    and the rules of those buildings and structures for the heat supply of which they are intended.

    (Changed edition. Rev.
    № 1).

    3.2. When designing boiler rooms, it is necessary to ensure a unified
    architectural and compositional solution of all buildings and structures, simplicity and
    expressiveness of facades and interiors, as well as to provide for the use
    economical designs and finishing materials.

    3.3. The dimensions of the spans of buildings and structures of boiler houses should be
    take multiples of 6 m.

    With special justification, it is allowed to use
    spans with dimensions divisible by 3 m.

    The dimensions of the spans of whatnots are allowed to be taken as multiples
    1.5 m

    3.4. The pitch of the columns should be taken as 6 m. With a special
    justification, the step of the columns is allowed to be 12 m .

    3.5. The height of the built-in mezzanines or platforms for
    equipment should be accepted technological requirements and assign them
    multiples of 0.3 m.

    3.6. Boiler house buildings must be designed with spans
    one direction.

    Layout solutions with spans of different directions
    allowed in a cramped construction site during design
    reconstruction of boiler houses.

    3.7. Space-planning and design solutions for buildings and
    structures of boiler houses should allow the possibility of their expansion.

    3.8. To enable large-block installation
    equipment in the walls and ceilings of boiler houses should be provided
    mounting holes.

    Such openings, as a rule, should be provided in
    end wall from the expansion side of the boiler room.

    3.9.* Built-in boiler rooms must be separated from adjacent
    premises with fire walls of the 2nd type or fire partitions
    1st type and fireproof ceilings of the 3rd type. Attached boiler rooms
    must be separated from the main building by a type 2 fire wall. At
    In this case, the wall of the building to which the boiler room is attached must have a limit
    fire resistance of at least 0.75 hours, and the boiler room must be covered from
    non-combustible materials.

    Load-bearing and enclosing structures of rooftop boiler houses
    must have a fire resistance limit of 0.75 h, the limit of flame propagation along
    structures to zero, and the roofing of the main building under the boiler house and
    at a distance of 2 m from its walls should be made of non-combustible materials or
    protect against fire concrete screed not less than 20 mm thick.

    Resistance to air permeation and vapor permeability of walls and
    ceilings separating built-in and attached boiler rooms from other rooms,
    as well as coverings of buildings when placing boiler rooms on roofs should
    Meet requirements .

    Internal surfaces built-in and roof walls
    boiler rooms should be painted with moisture-resistant paints.

    (Changed edition. Rev. No. 1).

    3.10.* Outputs from embedded
    and attached boiler rooms should be provided directly outside.

    Marches of stairs
    for built-in boiler rooms it is allowed to place them in the dimensions of common staircases
    cells, separating these marches from the rest staircase fireproof
    partitions and ceilings with a fire resistance limit of at least 0.75 hours.

    For rooftop boilers, the following should be provided:

    exit from the boiler room directly to the roof;

    access to the roof from the main building via a flight of stairs;

    with a roof slope of more than 10%, it is necessary to provide
    walking bridges 1 m wide, with railings from the exit to the roof to the boiler room and along
    the perimeter of the boiler room.

    The structures of bridges and railings should be provided from
    non-combustible materials.

    (Changed edition. Rev.
    № 1).

    3.11. Above bunker
    galleries for accommodating transport fuel supply mechanisms should be
    separated from the boiler rooms by fireproof partitions (without openings) with a limit
    fire resistance not less than 0.25 h.

    3.12. Internal
    surfaces of enclosing structures of fuel supply and dust preparation rooms
    must be smooth and painted with moisture-resistant paints in bright hues.

    Existing protrusions must be sloped at an angle
    60 ° to the horizon and painted with moisture resistant paints.

    Metal stairs and platforms in the premises
    fuel supply should be designed through.

    3.13. in buildings and
    in boiler rooms with obvious excess heat emissions
    heat transfer resistance of external enclosing structures is not standardized, for
    with the exception of the enclosing structures of the zone with permanent residence of workers
    (to a height of 2.4 m from the level of the working platform).

    Window sashes above the specified level should be
    design with single glazing.

    3.14. The area and placement of window openings in the outer walls
    should be determined from the natural light conditions, as well as taking into account
    aeration requirements to ensure required area opening openings.
    The area of ​​window openings should be kept to a minimum.

    Daylight ratio at side
    lighting in buildings and structures of boiler houses should be taken equal to 0.5,
    except for the premises of laboratories, automation panels and repair shops, for
    which this coefficient is taken equal to 1.5.

    The coefficient of natural illumination of the premises separately
    standing water treatment plants should be taken in accordance with
    building feed and rules for the design of external networks and structures
    water supply.

    3.15.* Permissible levels sound pressure and sound levels at permanent workplaces and at control and management boards should be taken in accordance with Sanitary standards design of industrial enterprises.

    Autonomous boiler rooms must provide a sound pressure level in accordance with the requirements of those buildings and structures for the heat supply of which they are intended.

    (Changed edition. Rev. No. 1).

    3.16.* External enclosing structures of the ground part of the fuel supply for fuel with a volatile matter content per combustible mass of 20% or more (unloaders, crushing compartments, conveyor galleries, transfer units, above-bunker galleries) should be designed based on the fact that the area of ​​easily discharged structures should be at least 0 .03 m 2 per 1 m 3 of the volume of the room.

    Window casings in buildings and fuel supply rooms should be provided as single and located, as a rule, in the same plane with the inner surface of the walls.

    In individual boiler houses operating on liquid and gaseous fuels, easy-to-reset enclosing structures should be provided at the rate of 0.03 m 2 per 1 m 3 of the volume of the room in which the boilers are located.

    (Changed edition. Rev. No. 1).

    3.17. List of occupations of boiler house workers by groups production processes and the composition of special household premises and devices should be taken in accordance with these rules and regulations.

    3.18. With the number of employees in the most numerous shift of 30 people or more, the composition of amenity premises, premises Catering and cultural service is adopted in accordance with building codes and regulations for the design of auxiliary buildings and premises of industrial enterprises.

    3.19. With the number of employees in the boiler room in the most numerous shift from 12 to 30 people, the following auxiliary premises should be provided: the room of the head of the boiler room, dressing rooms with washbasins, latrines, showers, a dining room and a storage room for cleaning equipment.

    If the number of people working in the boiler room in the most numerous shift is up to 12 people from the listed auxiliary premises, the room for the head of the boiler room is not provided, and if the number of people working in the boiler room is not more than 5 people per shift, a washbasin in the dressing room is also not provided (use of the washbasin at the restroom is allowed).

    3.20. In separate buildings pumping stations, liquid fuel with permanent attendants, a dressing room, a toilet, a shower room for heating should be provided. In separate water treatment buildings, a dressing room, lavatory, and shower room should be provided.

    3.21. The areas of the premises specified in paragraphs and of these rules and regulations are established in accordance with building codes and rules for the design of auxiliary buildings and premises of industrial enterprises.

    3.22. When designing buildings and constructing boiler houses, one should be guided by the nomenclature of unified prefabricated reinforced concrete and metal structures, observing the requirements of the general site unification of structures, products and materials.

    3.23. The choice of load-bearing structures in the enclosing structures of buildings and armaments of boiler rooms should be made in accordance with technical rules on the economical use of basic building materials.

    3.24. The load-bearing structures of buildings and structures, as a rule, should be designed based on the conditions for performing the work of the entire zero cycle before the installation of the frame and equipment.

    3.25. When designing, large-scale Wall panels with a full textured finish and wired against corrosion made in the factory.

    In the absence of textured panels, it is allowed to provide for painting the facade of boiler houses with silicate, perchlorovinyl and other resistant paints.

    3.26. The design of the end wall erected from the side of the proposed extension of the boiler house building must allow for the possibility of such an extension.

    3.27. Overlapping of channels laid in boiler rooms should be provided from prefabricated reinforced concrete at the level of the finished floor.

    Overlapping of sections of channels, where, according to the operating conditions, it is necessary to remove the plates, it is allowed to take from corrugated steel. The mass of a removable shield or plate should not exceed 50 kg.

    3.28. The structures of channels, floors and foundations for equipment must be designed for loads from the movement of equipment from installation openings to the place of its installation and must ensure the passage of lifting mechanisms.

    3.29.* Technological equipment with static and dynamic loads, not causing in the underlying concrete layer floors of stresses that exceed the stress from the impact of installation and transport loads should be installed without foundations.

    For built-in and roof boilers, it should be provided technological equipment, whose static and dynamic loads make it possible to install it without foundations. At the same time, static and dynamic loads from the equipment of the roof boiler house on the floor of the building should not exceed bearing capacity building structures used.

    (Changed edition. Rev. No. 1).

    3.30. Conveyor galleries, as a rule, in the places where they adjoin boiler houses, should not be supported by the frame and enclosing structures of the building. Such support is allowed with appropriate justification.

    4.* Fuel

    4.1. * Fuel types
    main, backup and emergency, as well as the need for backup or
    emergency type of fuel for boiler houses are established taking into account the category
    boiler room, based on local operating conditions and in agreement with
    fuel supply companies.

    4.2. * Type of fuel for kindling and "highlighting" boilers with chamber furnaces for
    combustion of solid fuels should be provided based on the requirements
    manufacturer.

    Section 4 (Changed edition. Rev. No. 1).

    5. Furnace devices

    5.1. For boilers apply:

    chamber furnaces for combustion of gaseous and liquid
    fuel; chamber furnaces for combustion of solid fuel in a pulverized state;

    layered furnaces for burning solid fuels;

    fireboxes of a special design for burning firewood and
    wood waste.

    5.2. Furnace devices are accepted in accordance with
    factory layout of boilers. Changes in the layout of boilers and combustion devices
    must be agreed with the boiler manufacturers.

    5.3. Values ​​of design characteristics of furnace devices
    accepted according to the normative method thermal calculation boiler houses
    units, developed by the Central Boiler and Turbine Institute (CKTI) named after. I.I.
    Polzunov All-Union Thermal Engineering Institute (VTI) named after. F.E. Dzerzhinsky, for
    except for the values ​​of the calculated characteristics of layered furnaces with manual
    service, which must be accepted according to the methodology of the Research
    Institute of Sanitary Engineering.

    6. Boilers and "tail" heating surfaces

    6.1. For boiler houses as heat generators,
    use steam, hot water and steam boilers manufactured
    industry.

    performance, efficiency, aerodynamic drag and
    other operating parameters of the boilers are taken according to the data of the manufacturers.

    Installation of hot water boilers with a capacity of more than 10
    Gcal / h is allowed only if the boiler room is provided with two
    independent power supplies.

    6.2. The project for the reconstruction of the boiler unit is allowed to be carried out
    in agreement with the manufacturer or design organization,
    who developed the design of the boiler unit. At the same time, thermal, aerodynamic
    other calculations are made in accordance with industry regulations
    boiler building documents approved by the Ministry of Energy and Machinery and the Ministry of Construction Materials
    THE USSR.

    6.3. When designing boiler rooms, one should proceed from the conditions
    complete delivery of boiler units, including combustion devices, "tail"
    heating surfaces, draft units, ash collectors,
    instrumentation, means of regulation and control.

    6.4.* As
    "tail" surfaces, air heaters should be used, surface
    and contact economizers, as well as heat exchangers using hidden
    heat of vaporization flue gases.

    Surface economizers, air heaters and
    heat exchangers of latent heat of vaporization are accepted in the factory
    boiler sets.

    Contact water economizers can be used for
    water heating systems for domestic and technological hot water supply, baths
    and laundries. Use of heat received in contact economizers for
    domestic hot water supply is allowed if there are intermediate
    heat exchangers.

    Water heating for baths and laundries can be done in
    contact economizers, the use of which is permitted by the Russian Ministry of Health.

    Contact economizers can be installed
    directly after boilers or after surface economizers.

    (Changed edition. Rev. No. 1).

    6.5. "Tail" heating surfaces should be designed
    individually for each boiler. Design of group economizers
    allowed, as an exception, for the reconstruction of the boiler room.

    6.6. Economizers are used to heat the feed water of steam
    boilers and water heating systems. Economizers can be switched from
    heating water for closed heating systems for heating feed water
    boilers.

    It is not allowed to provide switching of economizers
    from boiler feed water heating to water heating for open systems
    heating or hot water systems.

    6.7. Cast iron economizers are used for heating
    feed water for steam boilers and water for heat supply systems with a working
    pressure up to 24 kgf / cm 2.

    6.8. Steel economizers can be used for heating
    feed water of steam boilers operating on gaseous fuels, with
    provided that the temperature of the water at the inlet to the economizer is not lower than 65 °C, but on sour liquid fuel, if the water temperature
    at the economizer inlet not lower than 135 °C.

    6.9. Individual economizers should not be designed
    switchable; at the same time, at the water inlet to the economizers,
    automatic regulators that provide continuous power to the boilers.

    6.10. In economizers for heating feed and network water
    the direction of flow of water should be from bottom to top. At
    two-column feedwater economizers cold water should be summed up
    into the second column along the course of the gases. Feed water movement should
    carried out from the bottom up in both columns of the economizer.

    6.11.
    Air heaters are used in cases where air heating is required
    for the intensification and stability of the combustion process or to increase efficiency
    furnace work; while the air temperature at the inlet to the air heater
    should be 5-10 °C above the flue gas dew point temperature.

    7. Gas-air path, chimneys, flue gas cleaning

    Gas-air path

    7.1. When designing boiler houses, draft units (smoke exhausters
    and draft fans) should be taken in accordance with the technical
    manufacturer's conditions. As a rule, draft plants should
    provided individually for each boiler unit.

    7.2. Group (for separate groups of boilers) or general (for
    the entire boiler room) draft installations may be used in the design
    new boiler houses with boilers with a capacity of up to 1 Gcal / h and during the design
    reconstructed boiler houses.

    7.3. Group or common draft installations should be
    design with two smoke exhausters and two blowers. Estimated
    the performance of the boilers for which these installations are provided,
    provided by the parallel operation of two smoke exhausters and two blowers
    fans.

    7.4. The choice of draft installations should be made with
    taking into account the safety factors for pressure and productivity in accordance with these standards and
    rules.

    7.5. At
    designing draft plants to control their
    performance, guide vanes, induction
    couplings and other devices that provide economical ways regulation and
    supplied with the equipment.

    7.6.* Design
    gas-air path of the boiler house is carried out in accordance with the regulatory
    by the method of aerodynamic calculation of boiler plants of TsKTI im. I.I. Polzunov.

    For
    built-in, attached and roof boiler rooms in the walls should be provided
    openings for supplying combustion air, located, as a rule, in the upper
    room zone.

    The dimensions of the open section of the openings are determined based on
    ensuring the air velocity in them is not more than 1.0 m/s.

    (Changed edition. Rev. No. 1).

    7.7. The gas resistance of series-produced boilers should be
    take according to the manufacturer's information.

    7.8. Depending on hydrogeological conditions and
    layout solutions of boiler units, external gas ducts should be provided
    underground or aboveground. Gas ducts should be provided with brick or
    reinforced concrete. The use of above-ground metal gas ducts is allowed in
    as an exception, if there is an appropriate technical and economic
    justification.

    7.9. Gas ducts inside the boiler room are allowed
    design with steel round section. Rectangular gas ducts
    section is allowed to be provided at the junction with a rectangular
    equipment elements.

    7.10. For sections of gas ducts where ash accumulation is possible,
    cleaning devices must be provided.

    7.11. For boilers operating on sour fuel,

    with the possibility of formation in gas ducts
    condensate, protection against corrosion of internal surfaces should be provided
    gas ducts in accordance with building codes and regulations for the protection
    building structures from corrosion.

    Chimneys

    7.12. Chimneys of boiler rooms should be constructed according to standard
    projects. When developing individual projects chimneys needed
    guided by technical solutions adopted in standard projects.

    7.13. For the boiler room, it is necessary to provide for the construction
    one chimney. It is allowed to provide two or more pipes with
    appropriate justification.

    7.14.* Chimney height
    with artificial traction is determined in accordance with the Instructions for the calculation
    dispersion in the atmosphere harmful substances contained in the emissions of enterprises, and
    Sanitary standards for the design of industrial enterprises.

    Height
    chimneys under natural draft is determined based on the results
    aerodynamic calculation of the gas-air path and is checked according to the conditions
    dispersion in the atmosphere of harmful substances.

    When calculating dispersion in the atmosphere of harmful substances
    the maximum allowable concentrations of ash, sulfur oxides, oxides
    nitrogen, carbon oxides. At the same time, the amount of emitted harmful emissions
    is accepted, as a rule, according to the data of the boiler manufacturers, with
    the absence of these data is determined by calculation.

    The height of the mouth of the chimneys for built-in, attached and
    rooftop boilers should be higher than the wind head limit, but not less than 0.5 m
    above the roof, as well as at least 2 m above the roof of the higher part of the building or the tallest building within a radius of 10 m.

    (Changed edition. Rev. No. 1).

    7.15.* The diameters of the outlet openings of steel chimneys are determined from the condition of optimal gas velocities based on technical and economic calculations.

    Outlet diameters of brick and reinforced concrete pipes determined on the basis of the requirements of these rules and regulations.

    (Changed edition. Rev. No. 1).

    7.16. In order to prevent the penetration of flue gases into the thickness of the structures of brick and reinforced concrete pipes, positive static pressure on the walls of the exhaust shaft is not allowed. For this, the condition R<1, где R- defining criterion equal to

    Where l- friction resistance coefficient;

    i- constant slope of the inner surface of the upper section of the pipe;

    Outside air density at design mode, kg/m 3 ;

    d0- diameter of the pipe outlet, m;

    h 0- dynamic gas pressure in the pipe outlet, kgf/m 2 ;

    Here w 0- gas velocity in the pipe outlet, m/s;

    g- acceleration of gravity, m/s 2 ;

    Gas density at design mode, kg/m 3 ;

    A verification calculation should be made for the winter and summer design modes of operation of boiler houses.

    At R>1, increase the pipe diameter or use a specially designed pipe (with an internal gas-tight flue shaft, with backpressure between the shaft and the lining).

    7.17. The formation of condensate in the shafts of brick and
    reinforced concrete pipes that discharge products of combustion of gaseous fuels, with
    all operating modes it is allowed.

    7.18.* For boiler rooms
    operating on gaseous fuel, it is allowed to use steel flue
    pipes with the economic inexpediency of increasing the temperature of flue gases.

    For autonomous boilers chimneys must be
    gas-tight, made of metal or non-combustible materials.

    Pipes should, as a rule, have an external thermal
    insulation to prevent condensation; and hatches for inspection and cleaning.

    (Changed edition. Rev. No. 1).

    7.19. Openings for gas ducts in one horizontal section
    the pipe shaft or foundation sleeve should be evenly spaced along
    circles.

    The total attenuation area in one horizontal
    section should not exceed 40% of the total cross-sectional area for a reinforced concrete shaft or
    a glass of foundation and 30% for the trunk of a brick pipe.

    7.20. Supply gas ducts at the junction with the chimney
    must be rectangular in shape.

    7.21. When connecting gas ducts with a chimney, it is necessary
    provide for temperature-sedimentary seams or compensators.

    7.22. The need for lining and thermal insulation
    to reduce thermal stresses in the shafts of brick and reinforced concrete pipes
    determined by thermotechnical calculation.

    7.23. In pipes designed to remove flue gases from the combustion of sour fuel, in the event of condensate formation (regardless of the percentage of sulfur content), a lining of acid-resistant materials should be provided along the entire height of the shaft. In the absence of condensate on the inner surface of the gas outlet pipe trunk, under all operating modes, it is allowed to use a lining made of clay brick for chimneys or clay ordinary brick plastic pressing grade not lower than 100 with water absorption not more than 15% on clay-cement or complex mortar grade not lower than 50.

    7.24. The calculation of the height of the chimney and the choice of design for protecting the inner surface of its shaft from the aggressive effects of the environment should be carried out based on the conditions of combustion of the main and reserve fuel.

    7.25. Light protection of chimneys and external marking coloring must comply with the requirements of the Manual on the Aerodrome Service in Civil Aviation of the USSR.

    (Changed edition. Rev. No. 2).

    7.26. The projects should provide for corrosion protection of the external steel structures of brick and reinforced concrete chimneys, as well as the surfaces of steel pipes.

    7.27. In the lower part of the chimney or foundation, manholes should be provided for inspecting the chimney, and, if necessary, devices that ensure the removal of condensate.

    Flue gas cleaning

    7.28. Boilers designed to operate on solid fuels (coal, peat, oil shale and wood waste) must be equipped with flue gas cleaning units from ash in cases where

    A r B > 5000, (3)

    A r- ash content in the working mass of fuel, %;

    IN- maximum hourly fuel consumption, kg.

    Note. When applied
    solid fuel as emergency installation ash collectors are not required.

    7.29. The choice of type of ash collectors is made depending on
    the volume of gases to be purified, the required degree of purification and layout options
    based on a feasibility comparison of installation options
    ash collectors of various types.

    As ash collecting devices should be taken:

    blocks of cyclones TsKTI or NIIOGAZ - with the volume of smoke
    gases from 6000 to 20000 m 3 / h.

    battery cyclones - with a volume of flue gases from 15000 to
    150000 m 3 / h,

    battery cyclones with recirculation and electrostatic precipitators - when
    flue gas volume over 100,000 m 3 /h.

    "Wet" ash collectors with low-calorie Venturi tubes
    with drop eliminators can be used with the system
    hydro-ash and slag removal and devices that exclude the discharge of harmful substances into water bodies
    substances contained in the ash and slag pulp.

    Volumes of gases are taken at their operating temperature.

    7.30. Cleaning coefficients for ash collectors
    accepted by calculation and must be within the limits established by these standards and
    rules.

    7.31. The installation of ash collectors must be provided for
    suction side of smoke exhausters, usually in open areas.

    With appropriate justification, it is allowed to install
    ash collectors indoors.

    7.32. Ash catchers are provided individually for each
    boiler unit. In some cases, it is allowed to provide for several
    boilers, a group of ash collectors or one sectioned apparatus.

    7.33. When operating a solid fuel boiler house, individual
    ash collectors should not have bypass gas ducts.

    7.34. The shape and inner surface of the ash catcher hopper should
    ensure complete ash discharge by gravity, while the angle of inclination of the bunker walls
    60 ° is taken to the horizon and, in justified cases, at least 55 ° is allowed.

    The ash collector bunkers must have hermetic
    closures.

    7.35. The velocity of gases in the inlet flue of ash collectors
    installations should be taken at least 12 m / s.

    7.36. "Wet" spark arresters should be used in boiler rooms,
    designed to work on wood waste, in cases where A r B£5000 . After
    ash catchers and spark arresters are not installed.

    8. Pipelines

    8.1. Main steam pipelines to which they are connected
    steam boilers should be provided as single sectional or
    double in boiler rooms of the first category and single non-sectional - in boiler rooms
    second category.

    Main feed pipelines of steam boilers
    should be designed double in cases provided for by the Rules
    devices to safe operation steam and hot water boilers,
    approved by the Gosgortekhnadzor of the USSR, as well as for boiler houses of the first category. IN
    in other cases, these pipelines should

    envisaged
    single unsectioned.

    Trunk
    supply and return pipelines of the heat supply system, to which
    hot water boilers, water heating installations and network
    pumps should be provided as single sectioned or double for
    boiler houses of the first category, regardless of the amount of heat consumption k for boiler houses
    the second category - at a heat consumption of 300 Gcal / h or more. In other cases
    these pipelines must be single, non-sectioned.

    For boiler rooms with boilers with steam pressure up to 1.7 kgf / cm 2
    and with water temperature up to 115 °C, regardless of the category main steam pipelines,
    supply pipelines, supply and return pipelines of the system
    heat supplies are accepted as single non-sectioned.

    8.2. Steam and water pipelines from mains to equipment and
    connecting pipelines between the equipment must be provided
    single.

    8.3. On the supply line To boiler with steam pressure up to 1.7 kgf / cm 2 must be provided check valve And
    locking device.

    8.4. Steam pipeline diameters should be taken based on
    maximum hourly estimated coolant flow rates and allowable losses
    pressure. In this case, the speed of the coolant should be no more than:

    for superheated steam with pipe diameter, mm:

    up to 200 - 40 m/s;

    over 200 - 70 m/s;

    for saturated steam with pipe diameter, mm:

    up to 200 - 30 m/s;

    over 200 - 60 m/s.

    8.5. Minimum distances in the light between surfaces
    thermal insulation structures of adjacent pipelines, as well as from the surface
    thermal insulation of pipelines to the building structures of buildings should be
    take in accordance with these rules and regulations.

    8.6. Location of liquid fuel pipelines in the premises
    boiler rooms should be provided open, providing them with free
    access. Provide for the location of liquid fuel pipelines below zero
    marks are not allowed.

    8.7. For liquid fuel pipelines, electric welded
    pipes and steel fittings.

    Selection and location of fittings and pipelines
    gaseous fuels are produced in accordance with building codes and
    rules for the design of internal and external gas supply devices.

    8.8. The connection of pipelines must be provided for by welding. On flanges allowed
    connection of pipelines to fittings and equipment.

    The use of coupling joints is allowed on
    pipelines of steam and water of the fourth category with a conditional passage of not more than 100
    mm, as well as for boilers with boilers with steam pressure up to 1.7 kgf / cm 2
    and water temperature up to 116 °C. For pipelines located within the boilers, with
    steam pressure of more than 1.7 kgf / cm 2 and water temperature of more than 115 ° C, the use of coupling joints may be provided
    only in accordance with the rules
    arrangement and safe operation of steam and hot water boilers,
    approved by the USSR Gosgortekhnadzor.

    8.9. Cut off sections, as well as bottom and end points
    steam pipelines must have devices for periodic purging and removal
    condensate (fittings with valves).

    8.10. On the drain, purge and drainage lines of pipelines
    with steam pressure up to: 1.7 kgf / cm 2 and water temperature up to 115 ° C, installation of one shut-off
    valves (gate valves); per t

    Not subject to application by order of the Ministry of Construction of Russia No. 944 / pr dated December 16, 2016.
    Replaced by SP 89.13330.2016 Boiler plants. Updated version of SNiP II-35-76

    Introduction date 2013-01-01

    Foreword

    The goals and principles of standardization in the Russian Federation are established by the Federal Law of December 27, 2002 N 184-FZ "On Technical Regulation", and the rules for developing sets of rules - by Decree of the Government of the Russian Federation of November 19, 2008 N 858 "On the Procedure for Development and Approval rulebooks."

    About the set of rules

    1. PERFORMERS: OJSC "SantekhNIIproject", CJSC "PromtransNIIproekt", NP "Industrial Safety", FGBU "VNIIPO" EMERCOM of Russia

    2. INTRODUCED technical committee according to standardization TC 465 "Construction"

    3. PREPARED for approval by the Department of Architecture, Building and Urban Policy

    4. APPROVED by Order of the Ministry of Regional Development of the Russian Federation (Ministry of Regional Development of Russia) dated June 30, 2012 N 281 and entered into force on January 1, 2013.

    5. REGISTERED federal agency By technical regulation and metrology (Rosstandart). Revision of SP 89.13330.2012 "SNiP II-35-76 Boiler plants"

    Information about changes to this set of rules is published in the annually published information index " National Standards". In case of revision (replacement) or cancellation of this set of rules, the corresponding notice will be published in the monthly published information index "National Standards". The relevant information, notice and texts are also placed in information system common use- on the official website of the developer (Ministry of Regional Development of Russia) on the Internet.

    6.1 When designing buildings and structures of boiler houses, one should be guided by the requirements given in SP 42.13330, SP 110.13330, SP 56.13330, SP 43.13330 and this set of rules.

    6.2 When designing boiler houses, it is necessary to ensure a unified architectural and compositional solution for all buildings and structures, simplicity and expressiveness of facades and interiors, and also provide for the use of economical structures and finishing materials.

    6.3 Appearance, materials and color of external enclosing structures of boiler rooms should be chosen taking into account the architectural appearance of buildings and structures located near.

    6.4 Enclosing and structural materials for boiler houses subject to mandatory certification, they must have a technical certificate, a sanitary and hygienic and fire certificate of compliance with the requirements of Russian norms and standards.

    6.5 Geometric parameters buildings and structures, the dimensions of spans, column pitches and floor heights must comply with the requirements given in GOST 23838.

    The dimensions of the spans of whatnots are allowed to be taken as multiples of 1.5 m.

    6.6 The height of the built-in mezzanines or platforms for equipment should be taken according to technological requirements and assigned in multiples of 0.3 m.

    6.7 Arrangement of premises and attic floors over boilers is not allowed. This requirement does not apply to boilers installed in industrial premises.

    6.8 The installation site of the boilers in the industrial premises must be separated from the rest of the premises by fireproof partitions along the entire height of the boiler, but not lower than 2 m, with doors installed.

    6.9 In the building of the boiler house, household and office premises should be provided.

    It is not allowed to place household and service premises in the boiler house building that are not intended for the boiler room personnel, as well as workshops that are not intended for the repair of boiler equipment.

    6.10 On each floor of the boiler room there must be at least two exits located on opposite sides of the room. One exit is allowed if the floor area is less than 200 m 2 and there is a second evacuation exit to the external stationary staircase, and in one-story boiler rooms - if the length of the room along the front of the boilers is not more than 12 m.

    6.11 Exit doors from the boiler room must open outward by hand pressure, have no locks from the boiler room and must not be locked during operation of the boilers. Exit doors from the boiler room to service, household, and auxiliary production premises must be equipped with springs and open towards the boiler room.

    6.12 At the gates of the boiler room, through which fuel is supplied and ash and slag are removed, it is necessary to arrange a vestibule or air thermal curtain. The dimensions of the vestibule must ensure safety and ease of maintenance when supplying fuel or removing ash and slag.

    6.13 Space-planning and design solutions for buildings and structures of boiler houses should allow for the possibility of their expansion.

    6.14 Mounting openings shall be provided for the installation of large-block equipment in the walls and ceilings of boiler houses. Such openings should be provided from the side of the expansion of the boiler room.

    6.15 The mark of the clean floor of the boiler room should be taken 0.15 m above the planning mark of the ground near the boiler house building. Placement of pits in the area of ​​the boiler is not allowed. It is allowed to arrange pits under the boilers, if such a need is caused by the conditions of maintenance of the boiler. In this case, ventilation of the pit should be provided.

    6.16 In buildings and premises of boiler rooms with obvious excess heat release, the value of resistance to heat transfer of external enclosing structures is not standardized, with the exception of enclosing structures of the zone with permanent stay of workers (to a height of 2.4 m from the level of the working platform), for which it is selected, in accordance with the SP 50.13330.

    6.17 When designing buildings and structures of boiler houses, one should be guided by the nomenclature of unified prefabricated reinforced concrete and metal structures, observing the requirements of the general site unification of structures, products and materials.

    6.18 Bearing structures of buildings and structures of boiler houses, as a rule, should be designed based on the conditions for performing the work of the entire zero cycle before the installation of the frame and equipment.

    6.19 Overlapping of channels laid in boiler rooms should be provided as prefabricated at the level of the finished floor.

    Overlapping sections of channels where, according to operating conditions, removal of plates is necessary, the mass of a removable shield or plate should not exceed 50 kg.

    6.20 The structures of channels and floors must be designed for loads from the movement of equipment from mounting openings to the place of its installation and must ensure the passage of lifting mechanisms.

    6.21 The distance from the platforms or the upper part of the boiler lining, from which the fittings, fittings, instrumentation is serviced, to the bottom of the protruding structures of the ceiling (cover) of the boiler room must be at least 2 m.

    The distance from the floor to the bottom of the service and communications platforms in the places of passages under them must be at least 2 m.

    6.22 If the boiler is not serviced in the upper part of the lining and there is no need to go over the top of the boiler, through the drum, dry steamer or economizer, then the distance from the upper part of the lining to the bottom of the protruding structures of the ceiling (cover) should be at least 0.7 m.

    6.23 Placement of boilers and auxiliary equipment in boiler houses operating with constant presence service personnel(distance between boilers and building structures, width of passages), as well as the arrangement of platforms and stairs for servicing equipment, depending on the parameters of the coolant, should be provided in accordance with. For block-modular boiler rooms and boiler rooms operating without the constant presence of maintenance personnel, the dimensions of the passages are taken into account design features block-module, allowing to comply with the above standards and provide free access to the equipment during maintenance, installation and dismantling of equipment and due to easily removable structures of the block-module.

    6.24 The distance from the front of the boilers or protruding parts of the furnace to the opposite wall of the boiler room must be at least 3 m.

    For boilers with a length grate(served from the front) no more than 1 m, as well as for boilers operating on liquid and gaseous fuels, this distance can be reduced to 2 m. At the same time, for boilers equipped with gas burners and burners for liquid fuels, the distance from the protruding parts of the burners to the opposite wall must be at least 1 m, and for boilers equipped with mechanized furnaces, the distance from the protruding parts of the furnaces must be at least 2 m.

    6.25 When designing boiler houses with steam and hot water boilers with a steam pressure of not more than 0.07 MPa (0.7 kgf / cm 2) and with a water temperature of not more than 115 ° C, the following must be provided:

    • the width of the passages between the boilers, between the boiler and the wall of the room must be at least 1 m, the width of the passages between the individual protruding parts of the boilers, as well as between these parts and the protruding parts of the building, stairs, work platforms and other protruding structures - at least 0.7 m .

    When installing boilers that require lateral maintenance, the width of the passages between the boilers or between the boiler and the wall of the room must be at least 1.5 m;

    • in the absence of the necessary lateral maintenance of the boilers, at least one passage between the boilers or between the outermost boiler and the wall of the boiler room is mandatory. The width of these passages, as well as the width between the boilers and the rear wall of the boiler room, must be at least 1 m.

    When boilers are installed near walls or columns, the lining of the boilers should not be adjacent to the wall of the boiler room, but should be at least 70 mm away from it;

    The distance between the boilers is at least 5 m, if the front of the boilers or protruding parts of the furnaces is located one against the other, then the distance between them must be at least 5 m.

    For boilers operating on liquid or gaseous fuels, the distance between the fronts of the boilers must be at least 4 m, and the distance between the burners must be at least 2 m.

    Note - In front of the front of the boilers, it is allowed to install pumps, fans, and also store solid fuel reserves for no more than one shift in the operation of the boilers. In this case, the width of free passages along the front of the boilers must be at least 1.5 m, and installed equipment and fuel must not interfere with the maintenance of furnaces and boilers.

    6.26 When designing boiler rooms with steam and hot water boilers with a steam pressure of more than 0.07 MPa (0.7 kgf / cm 2) and with a water temperature above 115 ° C, the distance from the front of the boilers or protruding parts of the furnaces to the opposite wall of the boiler house building, the distance between the front of the boilers and the protruding parts of the furnaces located opposite each other, the width of the passages should be made according to.

    6.27 Machines and devices that are not related to the maintenance and repair of boilers are not allowed to be installed in the same room with boilers.

    6.28 For convenient and safe maintenance of the boiler, its fittings and fittings, permanent stairs and platforms made of non-combustible materials, equipped with metal railings, must be installed.

    6.29 Metal platforms and steps of stairs can be made:

    • from corrugated sheet steel or from sheets with a non-smooth surface obtained by welding or in another way;
    • from honeycomb or strip steel (on edge) with a mesh size of not more than 12 cm;
    • from cut-drawn sheets.

    It is not allowed to use smooth platforms and steps, as well as to make them from bar (round) steel.

    Ladders with a height of more than 1.5 m, intended for the systematic maintenance of equipment, must have an angle of inclination to the horizontal of not more than 50 °.

    The dimensions of the stairs must be: in width - not less than 600 mm, in height between steps - not more than 200 mm and in width of the step - not less than 80 mm. Stairs should have landings every 3-4 m in height.

    The width of the platforms intended for servicing valves, instrumentation and control devices must be at least 800 mm, and the remaining platforms - at least 600 mm.

    The vertical distance from the service platforms of water indicating devices to the middle of the water indicating walls must be at least 1 m and not more than 1.5 m.

    Venues and top part boiler linings from which maintenance is performed must have metal railings with a height of at least 0.9 m with a continuous sheathing at the bottom to a height of at least 100 mm.

    6.30 The floors of the boiler room must be made of non-combustible materials with a non-smooth and non-slip surface; they must be level and have devices for draining water into the sewer.

    Channels in the boiler room must be closed with removable plates at the level of the finished floor.

    The metal ceilings of the channels must be made of corrugated steel.

    Pit and recesses that are not closed must be protected by railings with a height of at least 0.9 m.

    6.31 When designing boiler houses, technological equipment with static and dynamic loads that do not cause stresses in the underlying concrete layer of the floor that exceed the stresses from the impact of installation and transport loads should be installed without foundations.

    6.32 The area and placement of window openings in the outer walls should be determined from the conditions of natural light and also taking into account the requirements of the required area of ​​opening openings. The area of ​​window openings should be the minimum required.

    The coefficient of natural illumination with side lighting in buildings and structures of boiler houses should be taken equal to 0.5, except for the premises of laboratories, automation panels, premises of central control posts and repair shops, for which the coefficient of natural illumination should be taken equal to 1.5.

    The coefficient of natural illumination of the premises of separate water treatment plants should be taken in accordance with SP 52.13330.

    For boiler houses operating without permanently present personnel, the area and placement of window openings should be determined taking into account the placement of easily dropped structures (LSC).

    6.33 For boiler houses with permanently present personnel, the permissible sound pressure levels and the sound level at permanent workplaces and at control and control panels should be taken in accordance with.

    6.34 Boiler rooms located in a residential area must provide a sound pressure level in accordance with SP 51.13330. At the same time, the projects should provide for measures to suppress structural noise and vibration and the impossibility of their transmission by building structures to other premises.

    6.35 The gates of the boiler room, through which fuel is supplied, ash and slag are removed, must have a vestibule or an air thermal curtain in accordance with the requirements given in SP 60.13330.

    6.36 The inner surfaces of the enclosing structures of the fuel supply, dust preparation and boiler rooms when burning solid fuels must be smooth and painted with moisture-resistant and fire-resistant paints in light colors. Existing ledges and window sills should be made with slopes at an angle of 60 ° C to the horizon and painted with moisture-resistant paints.

    The floors of these rooms should be designed taking into account the use of hydro dust removal.

    6.37 Conveyor galleries at their junction with boiler house buildings should not rest on the frame and enclosing structures of the building.

    6.38 Heated elevated conveyor galleries should be located above load-bearing structures flyovers.

    6.39 Bunkers for raw coal and dust should be designed in accordance with SP 90.13330.

    6.40 To determine the composition of special amenity premises and devices, the list of professions of boiler house workers by category of work should be taken in accordance with Appendix B.

    6.41 If the number of employees in the boiler house in the most numerous shift is more than 30 people. the composition of amenity premises, premises for public catering and cultural services is adopted in accordance with SP 44.13330.

    With the number of employees in the boiler house in the most numerous shift from 6 to 30 people. should provide the following premises: room for the head of the boiler room or office space, dressing rooms with washbasins, latrines, showers, a dining room, a heating room and a pantry for inventory.

    With the number of employees in the boiler room up to 5 people. the shift does not provide for a room for the head of the boiler room (administrative room), as well as a washbasin in the dressing room.

    In boiler rooms operating without the constant presence of service personnel, a lavatory and a washbasin should be provided.

    6.42 In separate buildings of liquid fuel pumping stations with permanent service personnel, a dressing room, lavatory, shower room, heating room should be provided. In separate water treatment buildings, a dressing room, lavatory, and shower room should be provided.

    6.43 In the boiler room, when the equipment is located at several elevations (zero, control platform, intermediate floors), repair areas should be provided for transportation and placement of materials and equipment during repair with a floor load of 0.05-0.15 MPa.

    6.44 Regardless of the type of lifting gear for repair work in the boiler room, elevators for maintenance personnel should be provided at the rate of one passenger-and-freight elevator for 4 steam boilers with a unit capacity of 100 t / h or more, or 4 hot water boilers with a thermal power of 116.3 MW or more each.

    6.45 In boiler rooms, a room for storing spare parts should be provided. The absence of a warehouse must be justified terms of reference for design.