1.0.1 This Code is formulated with view to unifying railway steel bridge manufacturing technology standard, ensuring steel bridge manufacturing quality and achieving technical advancement, economy and reasonablity and safety and reliability.
1.0.2 This Code is applicable to railway steel bridge fabrication and quality inspection. As for the new technology, new structure, new materials and new process not involved in this Code, they shall be tested in fabrication and the standards which must be supplemented are determined according to the test result.
1.0.3 The railway steel bridge fabrication shall be provided with sound quality management system and manufacturing quality inspection system.
1.0.4 Railway steel bridge fabrication must apply measuring devices measured and verified qualified and operate them according to the relevant requirements.
1.0.5 The quality control shall be conducted on the procedures of railway steel bridge fabrication according to the technical standards: after fulfillment of each procedure, it shall be examined annd recorded; handing-over inspection shall be conducted between procedures, and the products after each procedure not suject to inspection or inspected as unqualified shall not be fabricated in the next procedure.
1.0.6 Besides the provisions of this Code, the construction of railway steel bridge shall comply with the provisions of the related current national compulsory standards.
Foreword I
1 General Provisions
2 Terms and Symbols
3 Material
3.1 General Provisions
3.2 Steel
3.3. Welding Materials
3.4 Cheese Head Studs for Stud Welding and High Strength Bolt Connector
3.5 Coating Materials
4 Fabrication
4.1 General Provisions
4.2 Setting-out, Sample Fabrication and Marking-off
4.3 Cutting
4.4 Parts Rectification and Bending
4.5 Parts Machining
4.6 Basic Dimension of Parts
4.7 Hole Manufacturing
4.8 Assembling
4.9 Welding and Welding Inspection
4.10 Member Rectification
4.11 Trial Assembly
4.12 Basic Dimension of Finished Product
4.13 Coating
4.14 Package, Storage and Transport
5 Quality Inspection
5.1 General Provisions
5.2 Parts Processing
5.3 Assembly
5.4 Welding
5.5 Member Straightening
5.6 Trial Assembly
5.7 Basic Dimensions of Finished Product
5.8 Coating
Appendix A Repair of Steel and Manufacturing Deficiencies
Appendix B Special Countersunk Bolt
Appendix C Welding Procedure Qualification for Steel
C.1 General Requirements
C.2 Test Plate
C.3 Inspection and Test
C.4 Welding Procedure Qualification Report
Appendix D Welding Procedure Qualification for Cheese Head Studs for Stud Welding
D.1 General Requirements
D.2 Test and Inspection
D.3 Bend and Tensile Inspection
D.4 Welding Procedure Qualification Report
Appendix E Quality Requirement for Ultrasonic Flaw Detection of Welded Joint
Appendix F Quality Requirement for Radiographic Flaw Detection of Welded Joint
Appendix G Quality Requirement for Magnetic Particle Flaw Detection of Welded Joint
Explanation of Wording in this Code
1.0.1 This Code is formulated with view to unifying railway steel bridge manufacturing technology standard, ensuring steel bridge manufacturing quality and achieving technical advancement, economy and reasonablity and safety and reliability.
1.0.2 This Code is applicable to railway steel bridge fabrication and quality inspection. As for the new technology, new structure, new materials and new process not involved in this Code, they shall be tested in fabrication and the standards which must be supplemented are determined according to the test result.
1.0.3 The railway steel bridge fabrication shall be provided with sound quality management system and manufacturing quality inspection system.
1.0.4 Railway steel bridge fabrication must apply measuring devices measured and verified qualified and operate them according to the relevant requirements.
1.0.5 The quality control shall be conducted on the procedures of railway steel bridge fabrication according to the technical standards: after fulfillment of each procedure, it shall be examined annd recorded; handing-over inspection shall be conducted between procedures, and the products after each procedure not suject to inspection or inspected as unqualified shall not be fabricated in the next procedure.
1.0.6 Besides the provisions of this Code, the construction of railway steel bridge shall comply with the provisions of the related current national compulsory standards.
Contents of TB 10212-2009
Foreword I
1 General Provisions
2 Terms and Symbols
3 Material
3.1 General Provisions
3.2 Steel
3.3. Welding Materials
3.4 Cheese Head Studs for Stud Welding and High Strength Bolt Connector
3.5 Coating Materials
4 Fabrication
4.1 General Provisions
4.2 Setting-out, Sample Fabrication and Marking-off
4.3 Cutting
4.4 Parts Rectification and Bending
4.5 Parts Machining
4.6 Basic Dimension of Parts
4.7 Hole Manufacturing
4.8 Assembling
4.9 Welding and Welding Inspection
4.10 Member Rectification
4.11 Trial Assembly
4.12 Basic Dimension of Finished Product
4.13 Coating
4.14 Package, Storage and Transport
5 Quality Inspection
5.1 General Provisions
5.2 Parts Processing
5.3 Assembly
5.4 Welding
5.5 Member Straightening
5.6 Trial Assembly
5.7 Basic Dimensions of Finished Product
5.8 Coating
Appendix A Repair of Steel and Manufacturing Deficiencies
Appendix B Special Countersunk Bolt
Appendix C Welding Procedure Qualification for Steel
C.1 General Requirements
C.2 Test Plate
C.3 Inspection and Test
C.4 Welding Procedure Qualification Report
Appendix D Welding Procedure Qualification for Cheese Head Studs for Stud Welding
D.1 General Requirements
D.2 Test and Inspection
D.3 Bend and Tensile Inspection
D.4 Welding Procedure Qualification Report
Appendix E Quality Requirement for Ultrasonic Flaw Detection of Welded Joint
Appendix F Quality Requirement for Radiographic Flaw Detection of Welded Joint
Appendix G Quality Requirement for Magnetic Particle Flaw Detection of Welded Joint
Explanation of Wording in this Code
