• 中华人民共和国住房和城乡建设部公告2021年第11号
  • 1 General provisions
  • 2 Terms
  • 3 Basic requirements
  • 3.1 General requirements
  • 3.2 Functional requirements
  • 3.3 Design conditions and documents
  • 3.4 Overpressure protection
  • 4 Materials
  • 4.1 General requirements
  • 4.2 Raw materials
  • 4.3 Material properties of lamina and laminate
  • 5 Equipment design
  • 5.1 General requirements
  • 5.2 Load and action
  • 5.3 Structural calculation
  • 5.4 Structural design
  • 6 Piping design
  • 6.1 General requiren
  • 6.2 Configuration deslg
  • 6.3 Structure calculation
  • 6.4 Piping stress calculation and flexibility analysis
  • 7 Manyfacture
  • 7.1 General requirements
  • 7.2 Manufecture for equipment and piping
  • 7.3 Quality control of manufacture process
  • 7.4 Fault and repair
  • 7.5 Secondary bonding
  • 8 Quality control and inspection
  • 8.1 General requirements
  • 8.2 Quality inspection documents
  • 8.3 Raw material testing and inspection
  • 8.4 Product measurement,inspection and determination
  • 9 Marking,packing,transporting,storing
  • 9.1 Equipment
  • 9.2 Piping
  • 10 Installation
  • 10.1 General requirements
  • 10.2 Equipment installation
  • 10.3 Piping installation
  • 10.4 Usage and maintenance
  • 11 Project acceptance
  • Appendix A Sub-item design factor K2's determination for corrosion-resistant inner liner layer of fibre reinforced plastics equipment
  • Appendix B Corrosion medium classification
  • Appendix C Horizontal vessel design
  • Appendix D Flange design
  • Appendix E Ground anchor design
  • Appendix F Reinforced flange's specification for opening hole tank top
  • Appendix G Calculating process for pipeline structure design
  • Appendix H Calculating of piping pressure loss
  • Appendix J Secondary bonding fabrication evaluation
  • Appendix K Measurement and test for inter laminar shear strength of laminates
  • Appendix L Measurement and test for lap shear strength of bond between laminates
  • Explanation of wording in this code
  • List of quoted standards
  • 1 General provisions
  • 2 Terms and symbols
  • 2.1 Terms
  • 2.2 Symbols
  • 3 Basic requirements
  • 4 Aseismatic measures appraisal
  • 4.1 Power transformers
  • 4.2 Vertically installed three-phase reactors
  • 4.3 Circuit breakers and arresters
  • 4.4 Capacitor groups (cabinets)
  • 4.5 Electric porcelain equipment
  • 4.6 Battery
  • 4.7 Panels,cabinets,distribution boxes
  • 5 Aseismatic calculations
  • 5.1 Calculation of earthquake action
  • 5.2 Floor dynamic magnificationfactor
  • 5.3 Power transformers
  • 5.4 Vertically installed three-phase reactors
  • 5.5 Circuit breakers and arresters
  • Appendix A Shock-absorbing measures for electrical equipment
  • Appendix B Aseismatic measures for vertically installed three-phase reactors
  • Appendix C Calculation of earthquake action of electrical equipment on floor
  • Explanation of wording in this standard
  • 1 General provisions
  • 2 Basic engineering design
  • 2.1 General specification
  • 2.2 Process
  • 2.3 Piping
  • 2.4 Equipment
  • 2.5 General plot plan and transportation
  • 2.6 Instrumention control
  • 2.7 Electrical
  • 2.8 Telecommunication
  • 2.9 Architecture
  • 2.10 Structure
  • 2.11 Heating and ventilation
  • 2.12 Chemical analysis
  • 2.13 Fire-fighting
  • 2.14 Water supply and drainage
  • 2.15 Cost estimation
  • 2.16 Fire-fighting design report
  • 2.17 Environmental protection design report
  • 2.18 Safety fadli^designreport
  • 2.19 Occupation health design report
  • 2.20 Seismic design report
  • 2.21 Energy-saving design report
  • 3 Detail engineering design
  • 3.1 Proems
  • 3.2 Piping
  • 3.3 Equipment
  • 3.4 General plot plan and transportation
  • 3.5 Instrumention control
  • 3.6 Electrical
  • 3.7 Telecommunication
  • 3.8 Architecture
  • 3.9 Structure
  • 3.10 Heating and ventilation
  • 3.11 Chemical analysis
  • 3.12 Fire-fighting
  • 3.13 Water supply and drainage
  • Explanation of wording in this standard
  • 1 General provisions
  • 2 Terms
  • 3 Basic requirements
  • 4 Site and soil foundation
  • 5 Processing equipment
  • 5.1 Industry furnace
  • 5.2 Vertical vessel
  • 5.3 Vertical storage tank
  • 5.4 Gas holder
  • 5.5 Spherical tank
  • 5.6 Heat-exchange equipment and horizontal vessel
  • 5.7 Aircooler
  • 5.8 Reaction kettle equipment
  • 5.9 Chlorin-alkali electrolysis equipment
  • 6 Process piping
  • 6.1 Non-buried piping
  • 6.2 Buried piping
  • 7 General machinery
  • 7.1 Machine equipment
  • 7.2 Comprenossor
  • 8 Powwarifl dynamic equipment
  • 8.1 Boiler
  • 8.2 Turbine,flue gas expander
  • 8.3 Generator,electric motor
  • 9 Chemical fibre equipment
  • 9.1 Chemical fibre machine
  • 9.2 Spinning machine
  • 9.3 Pelletizer
  • 9.4 Tension film machine
  • 9.5 Wiredrawing
  • 9.6 Braider
  • 9.7 Compress
  • 10 Instrument,apparatus and computer (control) system
  • 10.1 Site instrument
  • 10.2 Indoor instrument and control system
  • 10.3 Apparatus of laboratory and labouratory
  • 10.4 Computer (control)system
  • 11 Electric and telecomunication equipment
  • 11.1 Power transformer and petersen coil
  • 11.2 Reactor
  • 11.3 Oil switch and lightning arrester
  • 11.4 Power capacitor,disconnecting switch,stick insulator,current (voltage)transformer
  • 11.5 Battery pack
  • 11.6 High-voltageswitch gear,low-voltage distribution pane,control (protective)panel,DC system panel and distributing box
  • 11.7 Power cable,communication line and overhead line
  • 11.8 Telecomunications equipments
  • 12 Building
  • 12.1 Masonry building
  • 12.2 Reinforced concrete building
  • 12.3 Inner frame and bottom-frame building
  • 12.4 Steel and reinforced concrete bent structure building
  • 12.5 Single-vStorey frame-bent brick column structure building
  • 13 Other special structures
  • 13.1 Frame-bent structure
  • 13.2 Piperack,pipesleepcr
  • 13.3 Shaft tower structure
  • 13.4 Water tank
  • 13.5 Cooling tower
  • 13.6 Pelletizing tower
  • 13.7 Chimney
  • 13.8 Reinforced concrete silo
  • 14 Onshore drillrilling platform
  • 14.1 Drilling dquipment
  • 14.2 Drilling contents equipment set
  • 14.3 Well control device
  • 14.4 Well hole
  • 15 Offshore platform
  • 15.1 Stationary platform
  • 15.2 Bottom founded rig
  • 15.3 Jackup rig
  • 15.4 The main equipment
  • 16 Ground production facilities
  • 16.1 Beam pumping unit
  • 16.2 Blue elephant
  • 16.3 Oil wellhead assembly
  • 16.4 Gas wellhead assembly
  • Appendix A Estimate of direct economic loss for earthquake destruction in petrochemical engineering
  • Explanation of wording in this standard
  • 1 General provisions
  • 2 Terms
  • 3 Basic requirements
  • 4 Site selection and general layout
  • 4.1 Selection of factory site
  • 4.2 General layout
  • 5 Design of environmental protection in procedures
  • 5.1 Ore mining
  • 5.2 Ore dressing
  • 5.3 Stock yard
  • 5.4 Sintering and pelletizing
  • 5.5 Coking
  • 5.6 Ironmaking
  • 5.7 Steelmaking and continuous casting
  • 5.8 Steel rolling and metal products
  • 5.9 Metallurgical lime and refractory material
  • 5.10 Ferroalloy
  • 5.11 Carbon
  • 5.12 Public and auxiliary facilities
  • 5.13 Centralized environmental protection facilities
  • 6 Division of enviromental protection facilities
  • Appendix A Contents of environmental prolection facilities in each production procedure of iron and steel enterprise
  • Explaiwlion of wording in this code
  • List of quoted standards
  • 1 General provisions
  • 2 Terms
  • 3 Basic requirements
  • 4 Design of comprehensive utilization of procedure resources
  • 4.1 Ore mining
  • 4.2 Ore dressing
  • 4.3 Raw material yard
  • 4.4 Sintering and pelletizing
  • 4.5 Coking
  • 4.6 Ironmaking
  • 4.7 Steelmaking and continuous casting
  • 4.8 Steel rolling and metal products
  • 4.9 Metallurgical lime and refractory material
  • 4.10 Ferroalloy
  • 4.11 Carbon
  • 4.12 Public and auxiliary facilities
  • Explanation of wording in this code
  • List of quoted standardil
  • 1 General provisions
  • 2 Terms
  • 3 Tailings pond
  • 3.1 Site selection
  • 3.2 Storage capacity
  • 3.3 Class of tailings pond and grade of corresponding structures
  • 3.4 Monitoring facilities
  • 3.5 Auxiliary facilities
  • 4 Tailings dam
  • 4.1 General requirements
  • 4.2 Minimum free height and beach width of deposirod beach
  • 4.3 Requirements and measures for seepage control
  • 4.4 Stability calculation
  • 4.5 Construction requirements
  • 4.6 Construction of centerline embankment and downstream embankment
  • 5 Dry-stacking of tailings
  • 5.1 General requirements
  • 5.2 Tailings dewatering equipment selection
  • 5.3 Dry tailing discharging and stacking method
  • 5.4 Dry tailing transportation, leveling and compaction
  • 5.5 Key calculation points of dry-stacking tailings dam slope sability
  • 5.6 Flood discharge design for dry-stacking tailings pond
  • 5.7 Othenlechnical requirements for dry-stacking tailings pond
  • 5.8 Determination of filtering plant location
  • 6 Flood drainage design of tailings pond
  • 6.1 General requirements
  • 6.2 Hydrological, hydraulic flood regulation calculation
  • 6.3 Structures for flood drainage
  • 7 Closure design for tailings pond
  • 8 Tailings extraction
  • 9 Reclaimed water of tailings pond
  • 10 Thickening of tailings slurry
  • 11 Delivery of tailings slurry
  • 11.1 General requirements
  • 11.2 Hydraulic calculation
  • 11.3 Pipe and channel laying
  • 11.4 Pipe and channel material and accessory device
  • 12 Tailings slurry pump station
  • 12.1 General requirements
  • 12.2 Slurry tank and clean water tank
  • 12.3 Equipment selection and configuration
  • 12.4 Pump station configuration
  • 12.5 Power supply,communication and other facilities
  • 13 Environmental protection measures of tailings facilities
  • 13.1 General requirements
  • 13.2 Seepage control design for tailings pond environmental protection
  • 13.3 Other environmental protection measures of tailings facilities
  • Appendix A Classification list of fresh tailings
  • Appendix B Determination method for the tailings deposited beach slope
  • Appendix C Average physical mechanical property indices of tailings dam material
  • Appendix D Estimation formula of sediment volume washed by the heaviest flood at one time for landslide dam
  • Appendix E Tests of tailings slurry delivery
  • Explanation of wording in this code
  • List of quoted standards