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SH/T 3055-2017   Design specification for pipe supports in petrochemical engineering (English Version)
Standard No.: SH/T 3055-2017 Status:valid remind me the status change

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Language:English File Format:PDF
Word Count: 15000 words Price(USD):450.0 remind me the price change

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Implemented on:2018-1-1 Delivery: via email in 1 business day
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Standard No.: SH/T 3055-2017
English Name: Design specification for pipe supports in petrochemical engineering
Chinese Name: 石油化工管架设计规范
Professional Classification: SH    Professional Standard - Petrochemical
Issued by: Ministry of Industry and Information Technology
Issued on: 2017-07-07
Implemented on: 2018-1-1
Status: valid
Superseding:SH/T 3055-2007 Specification for Design of Pipe Supports in Petrochemical Industry
Language: English
File Format: PDF
Word Count: 15000 words
Price(USD): 450.0
Delivery: via email in 1 business day
Codeofchina.com is in charge of this English translation. In case of any doubt about the English translation, the Chinese original shall be considered authoritative. This specification was revised by the drafting group according to the requirements of Plan for the development and revision of the fourth batch of professional standards in 2014 (GONGXINTINGKE [2014] No.236) issued by the Ministry of Industry and Information Technology of the People's Republic of China, through extensive investigation, careful summarization of practical experience, reference to relevant international and foreign advanced standards and extensive solicitation of opinions. This specification consists of 9 clauses and 2 appendixes. This specification covers the following main technical content: basic requirements, pipe rack loads and seismic actions, calculation of pipe racks, pipe rack design and construction, and pipe sleeper design. This specification is a revision of SH/T 3055-2007 Specification for design of pipe supports in petrochemical industry, and the following main technical contents have been revised with respect to this specification: ——The original specification has been comprehensively revised and supplemented according to the relevant national norms promulgated and implemented in recent years; ——The relevant requirements for wind load calculation have been modified; ——The calculation of horizontal thrust has been improved; ——The requirements for seismic design have been improved; ——The original specification has been comprehensively revised and supplemented according to the feedback from relevant units during the implementation of the current national specification and the original specification. China Petrochemical Corporation (SINOPEC) is in charge of the administration of this standard, Technical Center Station for Architectural Design of China Petrochemical Corporation is responsible for the routine management, and SINOPEC Engineering Incorporation is responsible for the explanation of the specific technical contents. In case of any opinion and suggestion in the process of implementing this standard, please send it to the routine management organization and the chief development organization for the reference of future revision. This specification was firstly issued in 1993, and this is the second revision. Specification for design of pipe racks in petrochemical industry 1 Scope This specification specifies the basic requirements for structure design of pipe racks in petrochemical industry, and requirements for loads and seismic actions, calculation of pipe racks, pipe rack construction and pipe sleeper design. This specification is applicable to the design of pipe racks and pipe sleepers in petrochemical and coal chemical engineering. It is not applicable to the design of pipe racks with pipeline themselves as stressed structures and of other large cross-over pipe racks across the rivers. 2 Normative references The following referenced documents are indispensable for the application of this specification. For dated references, only the edition cited applies. For undated references, the latest edition (including any amendment) applies. GB 50007 Code for design of building foundation GB 50009 Load code for the design of building structures GB 50010 Code for design of concrete structures GB 50011 Code for seismic design of buildings GB 50017 Code for design of steel structures GB 50046 Code for anticorrosion design of industrial constructions GB 50160 Fire prevention code of petrochemical enterprise design GB 51006 Load code for design of buildings and special structures in petrochemical industry SH 3137 Technical specification of fire protection for steel structures in petrochemical industry SH 3147 Specification for seismic design of special structures in petrochemical industry 3 Terms and definitions For the purposes of this specification, the following terms and definitions apply. 3.1 pipe rack generic term of various structures supporting overhead pipelines or cable trays 3.2 pipe sleeper pier structure supporting pipelines or cable trays 3.3 sliding pipe rack pipe rack connected with pipeline support in a sliding or rolling way, with relative displacement allowed between the pipeline and the pipe rack 3.3.1 rigid sliding pipe rack single-post sliding pipe rack (column) whose horizontal displacement at a changed temperature cannot meet the temperature distortion requirement of the pipeline due to its large longitudinal anti-lateral stiffness, so relative displacement is allowed between the pipeline and the pipe rack 3.3.2 flexible sliding pipe rack single-post sliding pipe rack (column) whose horizontal displacement at a changed temperature can meet the temperature distortion requirement of the pipeline due to its small longitudinal anti-lateral stiffness, so no relative displacement is generated between the pipeline and the pipe rack 3.4 fixed pipe rack, anchor pipe rack pipe rack connected with pipeline support in a fixed way, with relative displacement not allowed between the pipeline and the pipe rack 4 Main symbols For the purposes of this specification, the following symbols apply. 4.1 Symbols of action and action effect Fgk——the standard value for the pipeline axial horizontal thrust borne by the pipe rack (hereinafter referred to as the "axial horizontal thrust"); Fuk——the standard value for the equivalent horizontal thrust of the pipe rack converted along the pipeline axial displacement (hereinafter referred to as the "equivalent horizontal thrust"); ——the standard value for the pipeline horizontal thrust generated by the friction between the pipeline and the pipe rack; Ftk——the standard value for the elastic force of the pipeline compensator; Gk——the standard value for the load on the pipeline in normal operation; fa——the characteristic value for the foundation bearing capacity after correction; pk——the standard value for the average pressure on the foundation bottom; pkmax——the standard value for the maximum pressure on the edge of the foundation bottom; w0——the reference wind pressure; δ——the rack top displacement generated by the unit force acting on the rack top. 4.2 Geometric parameters d——the outside diameter of the pipeline (including insulation layer); ld——the half length of the pipeline between adjacent pipe racks in front and back. 4.3 Calculation coefficients kj——the tie up coefficient; n——the number of pipelines; n0——the number of the fixed pipelines; qvk——the standard value for the vertical evenly distributed load on the pipeline; ∆——the swelling capacity of the main heat pipeline; μz——the altitude variation coefficient of the wind pressure; μj——the coefficient of the static friction between steels; μs——the shape coefficient of the wind load.
Foreword i 1 Scope 2 Normative references 3 Terms and definitions 4 Main symbols 5 Basic requirements 5.1 General requirements 5.2 Materials and other requirements 6 Pipe rack loads and seismic actions 6.1 Vertical loads 6.2 Horizontal thrust of pipeline 6.3 Wind loads 6.4 Seismic actions 6.5 Vibration loads 6.6 Combinations of load 7 Calculation of pipe racks 7.1 Single-post pipe racks 7.2 Longitudinal-beam pipe rack 7.3 Cross-over pipe racks 7.4 Special pipe racks 7.5 Pipe racks foundations 8 Construction measures 9 Pipe sleepers Appendix A (Informative) Calculation on basic natural vibration period of structure of single-post pipe rack Appendix B (Informative) Calculation diagrams for single-post pipe rack Explanation of wording in this specification Addition: Explanation of provisions
Referred in SH/T 3055-2017:
*GB 50007-2011 Code for design of building foundation
*GB 50009-2012 Load Code for the Design of Building Structures
*GB 50010-2010(2015) Code for design of concrete structures
*GB 50011-2010(2016) Code for Seismic Design of Buildings (2016)
*GB 50017-2017 Code for design of steel structures
*GB 50046-2008 Code for Anticorrosion Design of Industrial Constructions
*GB 50160-2008 Fire Prevention Code of Petrochemical Enterprise Design (Edition 2018)
*GB 51006-2014 Load code for design of buildings and special structures in petrochemical industry
*SH 3137-2013 Technical specification of fire protection for steel structures in petrochemical industry
*SH 3147-2014 Code for seismic design of special structures for petrochemical
*GB 2762-2022 National Food Safety Standard - Maximum Levels of Contaminants in Foods
*GB/T 8897.2-2021 Primary batteries—Part 2: Physical and electrical specifications
*FZ/T 81007-2003 Casual wear
*GB 8898-2011 Audio,video and similar electronic apparatus—Safety requirements
*GB/T 22849-2014 Knitted T-shirt
*FZ/T 81007-2012 Casual wear
*GB/T 8163-2018 Seamless steel pipes for liquid service
*GA 374-2019 Burglary-resistant electronic locks
*GB 50009-2012 Load Code for the Design of Building Structures
*GB/T 26572-2011 Requirements of concentration limits for certain restricted substances in electrical and electronic products
*GB 4806.7-2016 National Food Safety Standard - Food Contact Plastic Materials and Articles
*GB/T 1591-2018 High strength low alloy structural steels
*FZ/T 81006-2017 Jeanswear
*GB 2763-2021 National Food Safety Standard-Maximum Residue Limits for Pesticides in Food
*GB 9706.1-2020 Medical electrical equipment—Part 1: General requirements for basic safety and essential performance
*SJ/T 11364-2014/XG1-2017 Marking for the restriction of the use of hazardous substances in electrical and electronic product,including Amendment 1
*GB/T 32960.1-2016 Technical specifications of remote service and management system for electric vehicles—Part 1: General principle
*GB/T 22849-2014 Knitted T-shirt
SH/T 3055-2017 is referred in:
*SH 3147-2014 Code for seismic design of special structures for petrochemical
*SH 3011-2011 Specification for Design of Process Plant Layout in Petrochemical Engineering
Code of China
Standard
SH/T 3055-2017  Design specification for pipe supports in petrochemical engineering (English Version)
Standard No.SH/T 3055-2017
Statusvalid
LanguageEnglish
File FormatPDF
Word Count15000 words
Price(USD)450.0
Implemented on2018-1-1
Deliveryvia email in 1 business day
Detail of SH/T 3055-2017
Standard No.
SH/T 3055-2017
English Name
Design specification for pipe supports in petrochemical engineering
Chinese Name
石油化工管架设计规范
Chinese Classification
Professional Classification
SH
ICS Classification
Issued by
Ministry of Industry and Information Technology
Issued on
2017-07-07
Implemented on
2018-1-1
Status
valid
Superseded by
Superseded on
Abolished on
Superseding
SH/T 3055-2007 Specification for Design of Pipe Supports in Petrochemical Industry
Language
English
File Format
PDF
Word Count
15000 words
Price(USD)
450.0
Keywords
SH/T 3055-2017, SH 3055-2017, SHT 3055-2017, SH/T3055-2017, SH/T 3055, SH/T3055, SH3055-2017, SH 3055, SH3055, SHT3055-2017, SHT 3055, SHT3055
Introduction of SH/T 3055-2017
Codeofchina.com is in charge of this English translation. In case of any doubt about the English translation, the Chinese original shall be considered authoritative. This specification was revised by the drafting group according to the requirements of Plan for the development and revision of the fourth batch of professional standards in 2014 (GONGXINTINGKE [2014] No.236) issued by the Ministry of Industry and Information Technology of the People's Republic of China, through extensive investigation, careful summarization of practical experience, reference to relevant international and foreign advanced standards and extensive solicitation of opinions. This specification consists of 9 clauses and 2 appendixes. This specification covers the following main technical content: basic requirements, pipe rack loads and seismic actions, calculation of pipe racks, pipe rack design and construction, and pipe sleeper design. This specification is a revision of SH/T 3055-2007 Specification for design of pipe supports in petrochemical industry, and the following main technical contents have been revised with respect to this specification: ——The original specification has been comprehensively revised and supplemented according to the relevant national norms promulgated and implemented in recent years; ——The relevant requirements for wind load calculation have been modified; ——The calculation of horizontal thrust has been improved; ——The requirements for seismic design have been improved; ——The original specification has been comprehensively revised and supplemented according to the feedback from relevant units during the implementation of the current national specification and the original specification. China Petrochemical Corporation (SINOPEC) is in charge of the administration of this standard, Technical Center Station for Architectural Design of China Petrochemical Corporation is responsible for the routine management, and SINOPEC Engineering Incorporation is responsible for the explanation of the specific technical contents. In case of any opinion and suggestion in the process of implementing this standard, please send it to the routine management organization and the chief development organization for the reference of future revision. This specification was firstly issued in 1993, and this is the second revision. Specification for design of pipe racks in petrochemical industry 1 Scope This specification specifies the basic requirements for structure design of pipe racks in petrochemical industry, and requirements for loads and seismic actions, calculation of pipe racks, pipe rack construction and pipe sleeper design. This specification is applicable to the design of pipe racks and pipe sleepers in petrochemical and coal chemical engineering. It is not applicable to the design of pipe racks with pipeline themselves as stressed structures and of other large cross-over pipe racks across the rivers. 2 Normative references The following referenced documents are indispensable for the application of this specification. For dated references, only the edition cited applies. For undated references, the latest edition (including any amendment) applies. GB 50007 Code for design of building foundation GB 50009 Load code for the design of building structures GB 50010 Code for design of concrete structures GB 50011 Code for seismic design of buildings GB 50017 Code for design of steel structures GB 50046 Code for anticorrosion design of industrial constructions GB 50160 Fire prevention code of petrochemical enterprise design GB 51006 Load code for design of buildings and special structures in petrochemical industry SH 3137 Technical specification of fire protection for steel structures in petrochemical industry SH 3147 Specification for seismic design of special structures in petrochemical industry 3 Terms and definitions For the purposes of this specification, the following terms and definitions apply. 3.1 pipe rack generic term of various structures supporting overhead pipelines or cable trays 3.2 pipe sleeper pier structure supporting pipelines or cable trays 3.3 sliding pipe rack pipe rack connected with pipeline support in a sliding or rolling way, with relative displacement allowed between the pipeline and the pipe rack 3.3.1 rigid sliding pipe rack single-post sliding pipe rack (column) whose horizontal displacement at a changed temperature cannot meet the temperature distortion requirement of the pipeline due to its large longitudinal anti-lateral stiffness, so relative displacement is allowed between the pipeline and the pipe rack 3.3.2 flexible sliding pipe rack single-post sliding pipe rack (column) whose horizontal displacement at a changed temperature can meet the temperature distortion requirement of the pipeline due to its small longitudinal anti-lateral stiffness, so no relative displacement is generated between the pipeline and the pipe rack 3.4 fixed pipe rack, anchor pipe rack pipe rack connected with pipeline support in a fixed way, with relative displacement not allowed between the pipeline and the pipe rack 4 Main symbols For the purposes of this specification, the following symbols apply. 4.1 Symbols of action and action effect Fgk——the standard value for the pipeline axial horizontal thrust borne by the pipe rack (hereinafter referred to as the "axial horizontal thrust"); Fuk——the standard value for the equivalent horizontal thrust of the pipe rack converted along the pipeline axial displacement (hereinafter referred to as the "equivalent horizontal thrust"); ——the standard value for the pipeline horizontal thrust generated by the friction between the pipeline and the pipe rack; Ftk——the standard value for the elastic force of the pipeline compensator; Gk——the standard value for the load on the pipeline in normal operation; fa——the characteristic value for the foundation bearing capacity after correction; pk——the standard value for the average pressure on the foundation bottom; pkmax——the standard value for the maximum pressure on the edge of the foundation bottom; w0——the reference wind pressure; δ——the rack top displacement generated by the unit force acting on the rack top. 4.2 Geometric parameters d——the outside diameter of the pipeline (including insulation layer); ld——the half length of the pipeline between adjacent pipe racks in front and back. 4.3 Calculation coefficients kj——the tie up coefficient; n——the number of pipelines; n0——the number of the fixed pipelines; qvk——the standard value for the vertical evenly distributed load on the pipeline; ∆——the swelling capacity of the main heat pipeline; μz——the altitude variation coefficient of the wind pressure; μj——the coefficient of the static friction between steels; μs——the shape coefficient of the wind load.
Contents of SH/T 3055-2017
Foreword i 1 Scope 2 Normative references 3 Terms and definitions 4 Main symbols 5 Basic requirements 5.1 General requirements 5.2 Materials and other requirements 6 Pipe rack loads and seismic actions 6.1 Vertical loads 6.2 Horizontal thrust of pipeline 6.3 Wind loads 6.4 Seismic actions 6.5 Vibration loads 6.6 Combinations of load 7 Calculation of pipe racks 7.1 Single-post pipe racks 7.2 Longitudinal-beam pipe rack 7.3 Cross-over pipe racks 7.4 Special pipe racks 7.5 Pipe racks foundations 8 Construction measures 9 Pipe sleepers Appendix A (Informative) Calculation on basic natural vibration period of structure of single-post pipe rack Appendix B (Informative) Calculation diagrams for single-post pipe rack Explanation of wording in this specification Addition: Explanation of provisions
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Keywords:
SH/T 3055-2017, SH 3055-2017, SHT 3055-2017, SH/T3055-2017, SH/T 3055, SH/T3055, SH3055-2017, SH 3055, SH3055, SHT3055-2017, SHT 3055, SHT3055