1.0.1 This standard is formulated with a view to implementing the national technical and economic policies and guaranteeing safety and usability, advanced technology, economy and rationality and top quality in the building structure design of fossil-fired power plant (hereinafter referred to as "power plant".
1.0.2 This standard is formulated according to the relevant national specifications in combination with the characteristics of fossil-fired power plant. All those unmentioned in this standard shall meet the requirements of relevant national and professional standards.
1.0.3 This standard is applicable to the civil structure design of constructed, renovated or extended power plant with individual unit capacity of turbine-generator between 125MW~1000MW. The power plant with less than 125MW capacity can comply with the requirements for power plant with 125MW capacity. This standard is not applicable to substation, transmission line as well as hydraulic buildings and special structures.
1.0.4 The structure design of power plant shall comply with not only the design requirements for limit state of bearing capacity and limit state of normal use, but also the requirements for durability, anti-explosion, fire prevention and corrosion protection.
1.0.5 The structure design of power plant shall absorb domestic and international advanced experience and apply new technology, layout, structure and material based on practical experience and experimental investigation in combination with process arrangement and construction conditions.
Contents 1 General Provisions 2 Terms 3 Loads 3.1 Basic Requirements 3.2 Live Loads on Roofs and Floors 3.3 Crane Loads 3.4 Wind Loads and Snow Loads 4 Main Building 4.1 Basic Requirements 4.2 Reinforced Concrete Frame Structures 4.3 Steel Frame Structures 4.4 Roof Structures 4.5 Outside Wall Structures 4.6 Bunker and Crane Girder 4.7 Elevator Frame of the Boiler 5 Ground and Foundation 5.1 Basic Requirements 5.2 Calculation for Ground 5.3 Soft Soil Foundation 5.4 Foundation in Mountainous Regions 5.5 Collapsible Loess Foundation 5.6 Foundations 5.7 Trench 6 Dynamic Machine Foundation 6.1 Turbine-generator Pedestal 6.2 Auxiliary Machine Foundation 7 Building of Fuel Handling and Ash Handling 7.1 Coal Unloading Building 7.2 Coal Conveyor Gallery 7.3 Crusher Room 7.4 Coal Silo 7.5 Dry-coal Shed and Closed Coal-yard 7.6 Fly Ash Silo 7.7 Building of Fuel Oil Store 8 Chimney and Flue 8.1 Basic Requirements 8.2 Calculation for Chimney 8.3 Control Measures for Vertical Crack in Chimney of Reinforced Concrete Shell 8.4 Corrosion Protection for Chimney 8.5 Details for Chimney Structures 8.6 Flue 9 Frame of Air-cooling Condensers 9.1 Basic Requirements 9.2 Loads and Load Combinations 9.3 Details Requirements 10 Pipeline Rack 10.1 Basic Requirements 10.2 Loads and Load Combinations 10.3 Structural Calculation 11 Seismic Design 11.1 Basic Requirements 11.2 Ground and Foundation 11.3 Earthquake Action and Seismic Checking for Structures 11.4 Main Building of Reinforced Concrete Structures 11.5 Main Building of Steel Structures 11.6 Chimney 11.7 Central Control Building and Indoor Switchgear Building 11.8 Coal Conveyor Gallery 11.9 Coal Silo 11.10 Equipment Foundation 11.11 Pipeline Rack 11.12 Frame of Air-cooling Condensers Appendix A Shape Factor of Wind Load for Dry-coal Shed and Circular Closed Coal Yard Appendix B Calculation and Details for Joint of Reinforced Concrete Structures Appendix C Calculation of Torsional Section Load-bearing Capacity of I Shape Steel-concrete Combined Beam Appendix D Deformation Observation of Buildings during Construction Period and the Services Time Appendix E Design of Spring-supported Turbine-generator Pedestal Appendix F Structure Type, Calculating Diagram and Side Wall Computational Formula of Coal-wagon Tipper House and Slot Coal-unloading Trench Appendix G Calculation of Section Load-bearing Capacity on Holes of Reinforced Concrete Chimney Cylinder Wall Appendix H Load Calculation for Pipeline Rack Appendix J Adjustment Factor of Calculated Natural Period of Structure Vibration Appendix K Seismic Design for the Core Zone of Column-beam Heteromorphic Joint of Frame Structure Explanation of Wording in This Code List of Quoted Standards
1 General Provisions
1.0.1 This standard is formulated with a view to implementing the national technical and economic policies and guaranteeing safety and usability, advanced technology, economy and rationality and top quality in the building structure design of fossil-fired power plant (hereinafter referred to as "power plant".
1.0.2 This standard is formulated according to the relevant national specifications in combination with the characteristics of fossil-fired power plant. All those unmentioned in this standard shall meet the requirements of relevant national and professional standards.
1.0.3 This standard is applicable to the civil structure design of constructed, renovated or extended power plant with individual unit capacity of turbine-generator between 125MW~1000MW. The power plant with less than 125MW capacity can comply with the requirements for power plant with 125MW capacity. This standard is not applicable to substation, transmission line as well as hydraulic buildings and special structures.
1.0.4 The structure design of power plant shall comply with not only the design requirements for limit state of bearing capacity and limit state of normal use, but also the requirements for durability, anti-explosion, fire prevention and corrosion protection.
1.0.5 The structure design of power plant shall absorb domestic and international advanced experience and apply new technology, layout, structure and material based on practical experience and experimental investigation in combination with process arrangement and construction conditions.
Contents of DL 5022-2012
Contents
1 General Provisions
2 Terms
3 Loads
3.1 Basic Requirements
3.2 Live Loads on Roofs and Floors
3.3 Crane Loads
3.4 Wind Loads and Snow Loads
4 Main Building
4.1 Basic Requirements
4.2 Reinforced Concrete Frame Structures
4.3 Steel Frame Structures
4.4 Roof Structures
4.5 Outside Wall Structures
4.6 Bunker and Crane Girder
4.7 Elevator Frame of the Boiler
5 Ground and Foundation
5.1 Basic Requirements
5.2 Calculation for Ground
5.3 Soft Soil Foundation
5.4 Foundation in Mountainous Regions
5.5 Collapsible Loess Foundation
5.6 Foundations
5.7 Trench
6 Dynamic Machine Foundation
6.1 Turbine-generator Pedestal
6.2 Auxiliary Machine Foundation
7 Building of Fuel Handling and Ash Handling
7.1 Coal Unloading Building
7.2 Coal Conveyor Gallery
7.3 Crusher Room
7.4 Coal Silo
7.5 Dry-coal Shed and Closed Coal-yard
7.6 Fly Ash Silo
7.7 Building of Fuel Oil Store
8 Chimney and Flue
8.1 Basic Requirements
8.2 Calculation for Chimney
8.3 Control Measures for Vertical Crack in Chimney of Reinforced Concrete Shell
8.4 Corrosion Protection for Chimney
8.5 Details for Chimney Structures
8.6 Flue
9 Frame of Air-cooling Condensers
9.1 Basic Requirements
9.2 Loads and Load Combinations
9.3 Details Requirements
10 Pipeline Rack
10.1 Basic Requirements
10.2 Loads and Load Combinations
10.3 Structural Calculation
11 Seismic Design
11.1 Basic Requirements
11.2 Ground and Foundation
11.3 Earthquake Action and Seismic Checking for Structures
11.4 Main Building of Reinforced Concrete Structures
11.5 Main Building of Steel Structures
11.6 Chimney
11.7 Central Control Building and Indoor Switchgear Building
11.8 Coal Conveyor Gallery
11.9 Coal Silo
11.10 Equipment Foundation
11.11 Pipeline Rack
11.12 Frame of Air-cooling Condensers
Appendix A Shape Factor of Wind Load for Dry-coal Shed and Circular Closed Coal Yard
Appendix B Calculation and Details for Joint of Reinforced Concrete Structures
Appendix C Calculation of Torsional Section Load-bearing Capacity of I Shape Steel-concrete Combined Beam
Appendix D Deformation Observation of Buildings during Construction Period and the Services Time
Appendix E Design of Spring-supported Turbine-generator Pedestal
Appendix F Structure Type, Calculating Diagram and Side Wall Computational Formula of Coal-wagon Tipper House and Slot Coal-unloading Trench
Appendix G Calculation of Section Load-bearing Capacity on Holes of Reinforced Concrete Chimney Cylinder Wall
Appendix H Load Calculation for Pipeline Rack
Appendix J Adjustment Factor of Calculated Natural Period of Structure Vibration
Appendix K Seismic Design for the Core Zone of Column-beam Heteromorphic Joint of Frame Structure
Explanation of Wording in This Code
List of Quoted Standards
