This specification is applicable to the design of industrial metal pipelines with a nominal pressure less than or equal to 42MPa and industrial metal pipelines with non-metallic linings. This specification is not applicable to the design of the following pipelines: 1. Pipes belonging to equipment or machines designed by the manufacturer; 2. Special pipelines for nuclear power plants; 3. Long-distance pipelines; 4. Pipes in mines; 5. Pipes for heating, ventilation and air conditioning and pipelines with non-circular cross-sections; 6. Underground or indoor water supply and drainage and fire water supply pipelines; 7. Pipes for foam carbon dioxide and other fire extinguishing systems. GB 50316-2000 Industrial Metal Pipe Design Specification (2005 Edition) GB50316-2000 Standard Download Decompression Password: www.bzxz.net
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Engineering Construction Standard Full-text Information System National Standard of the People's Republic of China GB50316—2000 Design code for industrial metallic piping Design code for industrial metallic piping 2000—09—26 2001—01—01 State Administration of Quality and Technical Supervision Ministry of Construction of the People's Republic of China Engineering Construction Standard Full-text Information System Jointly Issued Engineering Construction Standard Full-text Information System National Standard of the People's Republic of China Design code for industrial metallic piping Design code for industrial metallic piping pipingGB50316—2000 Editing department: Former Ministry of Chemical Industry of the People's Republic of ChinaApproving department: Ministry of Construction of the People's Republic of ChinaEffective dateJanuary 1, 2001 2000Beijing Engineering Construction Standard Full-text Information System Engineering Construction Standard Full-text Information System Notice on the Release of the National Standard "Industrial Metal Piping Design Specification" Jianbiao [2000] No. 199 In accordance with the requirements of the "1991 Engineering Construction National Standard Formulation and Revision Plan" (Jizonghe [1991] No. 290) of the State Planning Commission, the "Industrial Metal Piping Design Specification" jointly formulated by the former Ministry of Chemical Industry and relevant departments has been reviewed and approved by relevant departments as a mandatory national standard, numbered GB50316-2000, and will be implemented on January 1, 2001. This specification is managed by the State Administration of Petroleum and Chemical Industry, China Huanqiu Chemical Engineering Company is responsible for the specific interpretation, and the Standard and Quota Research Institute of the Ministry of Construction organizes China Planning Press to publish and distribute it. Ministry of Construction of the People's Republic of China September 26, 2000 Engineering Construction Standards Full-text Information System Engineering Construction Standards Full-text Information System 2 Terms and Symbols 2.1. Terminology 2.2 Symbols. 3 Design conditions and design basis. 3.1 Design conditions 3.2 Design basis General provisions Service temperature of metal materials Test requirements for low-temperature toughness of metal materials 4.4 Requirements for the use of materials 5 Selection of pipeline components General provisions Pipes... Bends and mitered bends Pipe fittings and branch connections Fasteners Requirements for the selection of connection structures of pipeline components Special pipeline parts Pipe components with non-metallic linings Engineering Construction Standards Full-text Information System (1) (2) (2) (13) **(13) (16) (24) :(24) ..(24)||tt ||.*(24) ·(27) (30) .(30) (30) ...(31) (31) (36) (37) (38) ..(39) ....(41) (42) Engineering construction standards complete 6 Calculation of compressive strength of metal pipe components General provisions· 6.2 Straight pipe· 6.3 Mitered elbow Reinforcement of branch pipe connection Non-standard reducer Special flange and blind plate Determination of pipe diameter and calculation of pressure loss Determination of pipe diameter Pressure loss of single-phase flow pipeline Pressure loss of gas-liquid two-phase flow pipeline· Pipeline layout Above-ground pipeline General provisions Clearance height and clearance of pipelines· General layout requirements Layout requirements for Class B fluid pipelines Arrangement of valves· Setting of high-point exhaust and low-point drainage Location of vents Pipelines in trenches Buried pipelines 9Expansion and flexibility of metal pipelines General provisions Scope of calculation of pipeline flexibility Scope and method Basic requirements for pipeline flexibility calculation. Displacement stress of pipeline· Force exerted by pipeline on equipment or end points Measures to improve pipeline flexibility, Engineering Construction Standard Full Text Information System (43) (43) (47) (54) (58) ...(59) (61) +*******(61) (62) (63) (6 5) (65) *(65) (65) (66) (68) (69) . (70) (71) (73) (73) (73) (75) (80) Engineering Construction Standard Full-text Information System Pipeline supports and hangers General provisions Setting and maximum spacing of supports and hangers Support and hanger loads 10.4 Materials and allowable stresses Electricity charges Support and hanger structure Structural design and selection Design requirements for component manufacturing, pipeline construction and inspection 11.1 General provisions Metal welding Metal heat treatment ...+.+... Other requirements 12 Heat insulation, sound insulation, noise reduction and corrosion protection 12.2 Sound insulation and noise reduction 12.3 Corrosion protection and painting 13 Supplementary regulations for pipelines conveying Class A1 and Class A2 fluids 13.1 Supplementary provisions for Class 1 fluid pipelines…13.2 . Supplementary provisions for Class 2 fluid pipelines 14 Safety provisions for pipeline systems General provisions Overpressure protection Other requirements Appendix A Appendix B Allowable stress of metal pipeline materials Physical properties of metal materials Engineering construction standards full-text information system Electricity and electricity||t t||: (82) (82) *(82) (83) (84) (84) ......(88) (88) (88) (88) (88) .(89) (90) (92) .…(92) . (93)Www.bzxZ.net *(93) (94) *****(96) (98) (98) (98) (99) (99) .(100) (100) (102) (122) Engineering Construction Standard Full-text Information System Appendix C Operating temperature range of non-metallic lining materials.. ......(124) Regulations on the thickness of steel pipes and steel pipe fittings Appendix D||tt| |Flexibility coefficient and stress intensification factor Appendix E ........(127) Appendix F Distance between outdoor underground pipelines and railways, roads and buildings**(136)Appendix G Appendix H Appendix J Appendix K Provisions for pipeline heat treatment Welding structure of pipelines Non-destructive testing of pipelines Explanation of terms used in this specification Additional explanation Engineering Construction Standard Full Text Information System (140) ...0...0. ..*(147) Engineering Construction Standard Full Text Information System 1.0.1 This specification is formulated to improve the design level of industrial metal pipeline engineering and ensure the design quality. 1.0.2 This specification is applicable to the design of industrial metal pipelines with a nominal pressure less than or equal to 42MPa and industrial metal pipelines with non-metallic linings. 1.0.3 This specification is not applicable to the design of the following pipelines: 1.0.3.1 Pipes belonging to equipment or machines designed by the manufacturer as a whole; special pipelines for nuclear power plants; Long-distance pipelines; 1.0.3.4 Pipes in mines; Pipes for heating, ventilation and air conditioning and pipelines with non-circular cross-sections; 1.0.3.5 Underground or indoor water supply and drainage and fire water supply pipelines; pipelines for foam, carbon dioxide and other fire extinguishing systems. 1.0.3.7 Unless otherwise specified, the pressures described in this specification shall be gauge pressures. 1.0.4 In addition to implementing this specification, the design of industrial metal pipelines shall also comply with the provisions of relevant current national standards. Engineering Construction Standards Full-text Information System Engineering Construction Standards Full-text Information System 2 Terms and Symbols 2.1 Terms 2.1.1 Category A1 fluid categoryAl fluid In this specification, it refers to highly toxic fluids. If a very small amount of fluid leaks into the environment during transportation, it can cause severe poisoning when inhaled or comes into contact with the human body, and it cannot be cured after the contact is broken. It is equivalent to the poison of level I (extremely hazardous) in the current national standard "Classification of Hazards of Occupational Exposure to Toxic Substances" GB5044. 2.1.2 Category A2 fluid category A2 fluid In this specification, it refers to toxic fluids. After contacting this type of fluid, there will be varying degrees of poisoning, which can be cured after the contact is broken. Equivalent to poisons of level I and below (high, moderate, and mild hazards) in GB5044 "Classification of Hazards of Occupational Exposure to Toxic Substances". 2.1.3 Category B fluids categoryBfluid In this specification, these fluids are a gas or a liquid that can flash to produce gas under environmental or operating conditions. These fluids can be ignited and burn continuously in the air. 2.1.4 Category D fluids category D fluid refers to non-flammable, non-toxic fluids with a design pressure less than or equal to 1.0MPa and a design temperature higher than -20 to 186°C. 2.1.5 Category C fluids categoryCfluid refers to non-flammable, non-toxic fluids excluding Category D fluids. 2.1.6 Pipeline piping It is composed of pipeline components, pipeline supports and hangers, etc., and is used to transport, distribute, mix, separate, discharge, measure or control the flow of fluid. 2.1.7 Piping system pipingsystem Referred to as piping system, it is a group of pipes connected by multiple pipes divided according to fluid and design conditions. Engineering Construction Standard Full Text Information System Engineering Construction Standard Full Text Information System 2.1.8 Piping components Piping components Components used to connect or assemble into pipelines, including pipes, pipe fittings, flanges, gaskets, fasteners, valves and special pipeline parts, etc. 2.1.9 Piping specialties refer to non-standard components that are specially manufactured according to engineering design conditions, including expansion joints, compensators, special valves, bursting discs, flame arresters, filters, flexible joints and hoses, etc. 2.1.10 Miter bends Miter bends are welded bends made of pipes or steel plates, and are made of pipe sections with bevel welds that are not perpendicular to the longitudinal axis of the pipe. 2.1.11 Branch connectlons Branch connectlons The structure of branch pipes leading out from the main pipe, including integrally reinforced pipe fittings and branch pipe connections with or without reinforced welded structures. Raised face It is a form of flange sealing surface, with the raised flat sealing surface on the inside of the bolt hole, codenamed RF. 2.1.13 Full face full face Also called full plane, it is a form of flange sealing surface, and the surface within the outer diameter of the flange is a flat sealing surface, code FF. 2.1.14 Liquid collecting pocket liquid collecting pocket (drip leg) is a bag-shaped device set at the low point of the gas or steam pipeline to collect condensate. 2.1.15 pipe supports and hangers a general term for various structures used to support pipelines or restrict the displacement of pipelines, but does not include civil engineering structures. 2.1.16 Anchors anchors supports that can prevent any linear and angular displacement of the pipe system at the supporting point and can withstand various loads in all directions of the pipeline. 2.1.17 Sliding supports sliding supports Supports with sliding bearing surfaces can constrain the vertical downward displacement of the pipeline, not limit the horizontal displacement of the pipeline during thermal expansion or contraction, and bear vertical loads including self-weight. 2.1.18 Rigid hangers rigidhangers Pipe rack structures with hinged hangers can constrain the vertical downward displacement of the pipeline, not limit the horizontal displacement of the pipeline during thermal expansion or contraction, and bear vertical loads including self-weight. 2.1.19 Guides guides Supports that can prevent rotation caused by moments and torques, can guide in one or more directions, but the pipeline can be displaced along a given axial direction. When used on horizontal pipelines, the supports also bear vertical loads including self-weight. Usually the structure of the guide frame also has the function of limiting a certain axis or two axes. 2.1.20 Limit frame restraints A bracket that can limit the displacement of the pipeline in a specified direction at a certain point (it can be one or more linear displacements or angular displacements in one or more directions). A limit frame with a specified displacement value is called a fixed value limit frame. 2.1.21 Vibration eliminators Vibrating eliminators A device that can control the high-frequency low-amplitude vibration or low-frequency high-amplitude shaking of the piping system, without limiting the thermal expansion and contraction of the piping system. 2.1.22 Damping devices snubbers (dampers) A device that can control the instantaneous impact load of the pipeline or the high-speed vibration displacement of the piping system, without limiting the thermal expansion and contraction of the piping system. 2.1.23 Severe cyclic condition severe cyclic condition refers to the condition that the maximum displacement stress range g calculated for the pipeline exceeds 0.8 times the allowable displacement stress range (i.e. 0.8[) and the equivalent cycle number N is greater than 7000 or the condition that produces the same effect determined by the design. 2.1.24 Stress Intensification Factor stressintensificatianfactor The ratio of the maximum bending stress that produces fatigue damage in the components of non-straight pipes under the action of bending moment to the maximum bending stress that produces fatigue damage in straight pipes subjected to the same bending moment, the same diameter and thickness is called the stress intensification factor. Because the bending moment and the pipeline components are in different planes, there are stress intensification factors in the plane and out of the plane. displacementstress range 2.1.25 Displacement stress range The stress calculated by the displacement caused by the thermal expansion of the pipeline is called the displacement stress range. The stress calculated from the full compensation value of the lowest temperature to the highest temperature is called the calculated maximum displacement stress range. 2.1.26 Additional displacement externallyimposeddisplacements refers to the displacement added to the calculated piping system at the end point of the calculated piping system due to the thermal expansion or other displacement of the equipment or other connecting pipes. 2.1.27 Cold-drawn cold spring Elastic deformation pre-applied to the pipeline during installation to produce the expected initial displacement and stress, so as to reduce the force and torque on the pipe end in the initial hot state. 2.1.28 Flexibility factor Flexibility factor Indicates the degree to which the flexibility of a pipeline component increases relative to a straight pipe when subjected to torque. That is: the ratio of the angular deformation per unit length of the component produced by a given torque in the pipeline component to the angular deformation of a straight pipe of the same diameter and thickness subjected to the same torque. Utility piping Utility piping Compared to process piping, utility piping refers to the pipeline for common fluids in various processes of a factory (installation). 2.1.30 Piping and instrument diagram piping and instrument diagram abbreviated as PmID (or PID. In addition to the equipment, this diagram mainly shows the connected piping system, instrument symbols and pipeline identification codes. 2.2 Symbols A-the reinforcement area required for weakening the main pipe opening A-the excess metal area within the reinforcement range other than the calculated thickness and thickness addition required for the main pipe to withstand internal and external pressures A2 The excess metal area within the reinforcement range other than the calculated thickness and thickness addition required for the branch pipe to withstand internal and external pressures Engineering Construction Standard Full Text Information System Tip: This standard content only shows part of the intercepted content of the complete standard. If you need the complete standard, please go to the top to download the complete standard document for free.