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Position: Chinese Standard in English/GB/T 50934-2013
GB/T 50934-2013   Technical Code for Seepage Prevention in Petrochemical Engineering (English Version)
Standard No.: GB/T 50934-2013 Status:valid remind me the status change

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Language:English File Format:PDF
Word Count: 30000 words Price(USD):750.0 remind me the price change

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Implemented on:2014-6-1 Delivery: via email in 1 business day
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Standard No.: GB/T 50934-2013
English Name: Technical Code for Seepage Prevention in Petrochemical Engineering
Chinese Name: 石油化工工程防渗技术规范
Professional Classification: GB    National Standard
Issued by: MOHURD
Issued on: 2013-11-1
Implemented on: 2014-6-1
Status: valid
Language: English
File Format: PDF
Word Count: 30000 words
Price(USD): 750.0
Delivery: via email in 1 business day
1 General Provisions 1.0.1 This code is formulated with view to implementing the national technical and economic policies in the design, member manufacturing and project construction of concrete filled steel tubular structures and realizing safety, applicability and economy. 1.0.2 This code is applicable to the design, member manufacturing and construction of industrial and civil buildings and general structures of concrete filled steel tubular structures. 1.0.3 The design, member manufacturing and construction of concrete filled steel tubular structures shall not only meet the requirements stipulated in this code, but also comply with those in the current relevant national standards. 2 Terms and Symbols 2.1 Terms 2.1.1 Concrete filled steel tubular members Members with steel tubes filled with concrete, including solid and hollow concrete filled steel tubular members. Their sections may be circular, rectangle and polygonal; hereinafter referred to as CFST members. 2.1.2 Concrete filled steel tubular structures Structures with concrete filled steel tubular members as the primary load-carrying members, hereinafter referred to as CFST structures. 2.1.3 Solid concrete filled steel tubular members Members with steel tube filled up with concrete, hereinafter referred to as S-CFST members. 2.1.4 Hollow concrete filled steel tubular members Hollow concrete filled steel tubular members made through centrifugation method by injecting a certain amount of concrete into the empty steel tubes, hereinafter referred to as H-CFST members. 2.1.5 Steel ratio The ratio of steel tube area to concrete area on the member section. 2.1.6 Hollow ratio The ratio of the area of hollow part to the total area of concrete and hollow part on the section of hollow concrete filled steel tubular member. 2.1.7 Confinement coefficient The ratio of the product of steel tube area and design steel strength to that of the concrete area and design concrete strength on the member section. 2.1.8 Sea sand concrete filled steel tubular members Concrete filled steel tubular members manufactured with sea sand concrete. 2.1.9 Recycled concrete filled steel tubular members Concrete filled steel tubular members manufactured with recycled aggregate concrete. 2.2 Symbols 2.2.1 Action, action effect and resistance N - the design value of axial pressure; Nt - the design value of axial tension; , and - the design values for tensile, compressive and shear capacities of a plain bolt; Nu, Nut, Mu, Tu and Vu - the design values for axial compression, axial tension, bending, torsion and shear capacities; Nl - the design value of local axial pressure; Nul - the design value for local compressive capacity of CFST column; M - the design value of bending moment; T - the design value of torque; V - the design value of bend shear.
Foreword I 1 General Provisions 1 2 Terms and Symbols 2 2.1 Terms 2 2.2 Symbols 2 3 Materials 5 3.1 Steel 5 3.2 Concrete 5 3.3 Connecting Materials 5 4 Basic Requirements 7 4.1 General Requirements 7 4.2 Structural Analysis and Design Principle 8 4.3 S-CFST Structure 10 4.4 Hollow-CFST Structure 14 5 Design of Load-carrying Capacities for Circular and Polygonal CFST Members 15 5.1 Load-carrying Capacities and Rigidity Calculations of Single CFST Columns under Single Stress Condition 15 5.2 Load-carrying Capacity Calculation of Latticed CFST Member under Single Stress Condition 22 5.3 Load-carrying Capacity Calculation of CFST Members under Complex Stress Conditions 26 5.4 Effects of Concrete Creep on Load-carrying Capacity of Member 28 6 Design of Load-carrying Capacities for Solid Circular CFST Members 29 6.1 Load-carrying Capacity Calculation of Single Axial Loaded Column 29 6.2 Calculation of Horizontal Shear Capacity for Single Column 33 6.3 Calculation of Local Compression 34 6.4 Load-carrying Capacity Calculation of CFST Latticed Column 35 7 Design of Connection and Joints 42 7.1 General Requirements 42 7.2 Solid-CFST Members Connections and Joints 43 7.3 Hollow-CFST Members Connections and Joints 56 7.4 Column Base Joint 67 8 Fireproofing Design 70 9 Manufacture and Construction 75 9.1 Manufacture of Steel Tube 75 9.2 Rust Removal and Preservative Coating of CFST Members 76 9.3 Concrete Pouring and Construction of S-CFST Members 76 9.4 Manufacture of Hollow-CFST Members 78 9.5 Construction of CFST Structures 79 Appendix A Shape Constants for Various Sections 80 Appendix B Design Values for Compressive Strength of CFST Members 81 Appendix C Joint Design of Steel Beam with CFST Column by Outside Stiffener Rings 88 Appendix D RC Beam to Circular CFST Column Ring-beam Joints Calculation Methods 91 Appendix E CFST Members Fireproofing Calculation Methods 96 Explanation of Wording in This Code 102 List of Quoted Standards 103
Referred in GB/T 50934-2013:
* GB 50009-2012 Load Code for the Design of Building Structures
* GB 50010-2010 Code for design of concrete structures
* GB 50011-2010 Code for seismic design of buildings
* GB 50017-2003 Code for design of steel structures
* GB/T 50107-2010 Standard for Evaluation of Concrete Compressive Strength
* GB 50135-2006 Code for design of high-rising structures
* GB 50191-2012 Design code for antiseismic of special structures
* GB 50205-2001 Code for acceptance of construction quality of steel structures
* GB 50661-2011 Code for welding of steel structures
* GB 50666-2011 Code for construction of concrete structures
* GB 50755-2012 Code for Construction of Steel Structures
* GB/T 4623-2006 Circular Concrete Pole
* GB/T 1228-2006 High Strength Bolts with Large Hexagon Head for Steel Structures
* GB/T 1229-2006 High Strength Large Hexagon Nuts for Steel Structures
* GB/T 1230-2006 High Strength Plain Washers for Steel Structures
* GB/T 1231-2006 Specifications of High Strength Bolts with Large Hexagon Head, Lar
* GB/T 3632-2008 Sets of torshear type high strength bolt hexagon nut and plain washer for steel structures
* GB/T 5117-2012 Covered electrodes for manual metal arc welding of non-alloy and fine grain steels
* GB/T 5118-2012 Covered electrodes for manual metal arc welding of creep-resisting steels
* GB/T 5780-2000 Hexagon Head Bolts-Product Grade C
* GB/T 5782-2000 Hexagon Head Bolts
* GB/T 8110-2008 Welding electrodes and rods for gas shielding arc welding of carbon and low alloy steel
* GB/T 9793-2012 Thermal spraying - Metallic and other inorganic coatings - Zinc,aluminium and their alloys
* GB/T 10433-2002 Cheese head studs for arc stud welding
* GB/T 13912-2002 Metallic Coatings-Hot Dip Galvanized Coatings on Fabricated Iron
* GB/T 19352-
* JGJ 3-2010 Technical Specification for Concrete Structures of Tall Building
* JGJ 99-1998 Technical specification for steels tructure of tall buildings
* JGJ 206-2010 Technical code for application of sea sand concrete
* JGJ/T 240-2011 Technical specification for application of recycled aggregate
* JGJ/T 283-2012 Technical specification for application of self-compacting concrete
* JG/T 178-2005 Cold-formed steel hollow sections for building structures
GB/T 50934-2013 is referred in:
*SH/T 3024-2017 Design Specification for Environmental Protection in Petrochemical Industry
*GB/T 50483-2019 Code for engineering design of environmental protection of chemical industry projects
Code of China
Standard
GB/T 50934-2013  Technical Code for Seepage Prevention in Petrochemical Engineering (English Version)
Standard No.GB/T 50934-2013
Statusvalid
LanguageEnglish
File FormatPDF
Word Count30000 words
Price(USD)750.0
Implemented on2014-6-1
Deliveryvia email in 1 business day
Detail of GB/T 50934-2013
Standard No.
GB/T 50934-2013
English Name
Technical Code for Seepage Prevention in Petrochemical Engineering
Chinese Name
石油化工工程防渗技术规范
Chinese Classification
Professional Classification
GB
ICS Classification
Issued by
MOHURD
Issued on
2013-11-1
Implemented on
2014-6-1
Status
valid
Superseded by
Superseded on
Abolished on
Superseding
Language
English
File Format
PDF
Word Count
30000 words
Price(USD)
750.0
Keywords
GB/T 50934-2013, GB 50934-2013, GBT 50934-2013, GB/T50934-2013, GB/T 50934, GB/T50934, GB50934-2013, GB 50934, GB50934, GBT50934-2013, GBT 50934, GBT50934
Introduction of GB/T 50934-2013
1 General Provisions 1.0.1 This code is formulated with view to implementing the national technical and economic policies in the design, member manufacturing and project construction of concrete filled steel tubular structures and realizing safety, applicability and economy. 1.0.2 This code is applicable to the design, member manufacturing and construction of industrial and civil buildings and general structures of concrete filled steel tubular structures. 1.0.3 The design, member manufacturing and construction of concrete filled steel tubular structures shall not only meet the requirements stipulated in this code, but also comply with those in the current relevant national standards. 2 Terms and Symbols 2.1 Terms 2.1.1 Concrete filled steel tubular members Members with steel tubes filled with concrete, including solid and hollow concrete filled steel tubular members. Their sections may be circular, rectangle and polygonal; hereinafter referred to as CFST members. 2.1.2 Concrete filled steel tubular structures Structures with concrete filled steel tubular members as the primary load-carrying members, hereinafter referred to as CFST structures. 2.1.3 Solid concrete filled steel tubular members Members with steel tube filled up with concrete, hereinafter referred to as S-CFST members. 2.1.4 Hollow concrete filled steel tubular members Hollow concrete filled steel tubular members made through centrifugation method by injecting a certain amount of concrete into the empty steel tubes, hereinafter referred to as H-CFST members. 2.1.5 Steel ratio The ratio of steel tube area to concrete area on the member section. 2.1.6 Hollow ratio The ratio of the area of hollow part to the total area of concrete and hollow part on the section of hollow concrete filled steel tubular member. 2.1.7 Confinement coefficient The ratio of the product of steel tube area and design steel strength to that of the concrete area and design concrete strength on the member section. 2.1.8 Sea sand concrete filled steel tubular members Concrete filled steel tubular members manufactured with sea sand concrete. 2.1.9 Recycled concrete filled steel tubular members Concrete filled steel tubular members manufactured with recycled aggregate concrete. 2.2 Symbols 2.2.1 Action, action effect and resistance N - the design value of axial pressure; Nt - the design value of axial tension; , and - the design values for tensile, compressive and shear capacities of a plain bolt; Nu, Nut, Mu, Tu and Vu - the design values for axial compression, axial tension, bending, torsion and shear capacities; Nl - the design value of local axial pressure; Nul - the design value for local compressive capacity of CFST column; M - the design value of bending moment; T - the design value of torque; V - the design value of bend shear.
Contents of GB/T 50934-2013
Foreword I 1 General Provisions 1 2 Terms and Symbols 2 2.1 Terms 2 2.2 Symbols 2 3 Materials 5 3.1 Steel 5 3.2 Concrete 5 3.3 Connecting Materials 5 4 Basic Requirements 7 4.1 General Requirements 7 4.2 Structural Analysis and Design Principle 8 4.3 S-CFST Structure 10 4.4 Hollow-CFST Structure 14 5 Design of Load-carrying Capacities for Circular and Polygonal CFST Members 15 5.1 Load-carrying Capacities and Rigidity Calculations of Single CFST Columns under Single Stress Condition 15 5.2 Load-carrying Capacity Calculation of Latticed CFST Member under Single Stress Condition 22 5.3 Load-carrying Capacity Calculation of CFST Members under Complex Stress Conditions 26 5.4 Effects of Concrete Creep on Load-carrying Capacity of Member 28 6 Design of Load-carrying Capacities for Solid Circular CFST Members 29 6.1 Load-carrying Capacity Calculation of Single Axial Loaded Column 29 6.2 Calculation of Horizontal Shear Capacity for Single Column 33 6.3 Calculation of Local Compression 34 6.4 Load-carrying Capacity Calculation of CFST Latticed Column 35 7 Design of Connection and Joints 42 7.1 General Requirements 42 7.2 Solid-CFST Members Connections and Joints 43 7.3 Hollow-CFST Members Connections and Joints 56 7.4 Column Base Joint 67 8 Fireproofing Design 70 9 Manufacture and Construction 75 9.1 Manufacture of Steel Tube 75 9.2 Rust Removal and Preservative Coating of CFST Members 76 9.3 Concrete Pouring and Construction of S-CFST Members 76 9.4 Manufacture of Hollow-CFST Members 78 9.5 Construction of CFST Structures 79 Appendix A Shape Constants for Various Sections 80 Appendix B Design Values for Compressive Strength of CFST Members 81 Appendix C Joint Design of Steel Beam with CFST Column by Outside Stiffener Rings 88 Appendix D RC Beam to Circular CFST Column Ring-beam Joints Calculation Methods 91 Appendix E CFST Members Fireproofing Calculation Methods 96 Explanation of Wording in This Code 102 List of Quoted Standards 103
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Keywords:
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