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TB 10461-2019Technical Regulations for Dynamic Acceptance for Mixed Passenger and Freight Railways Construction (English PDF)

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Issued by

National Railway Administration of the People’s Republic of China

Level / Type

National · Mandatory

Issue date

October 30, 2014

Implementation date

May 1, 2015

Scope

TB 10461-2019 (Technical Regulations for Dynamic Acceptance for Mixed Passenger and Freight Railways Construction) is available as an English-translated PDF.

TB 10461-2019 — This Part of TB/T 1632 specifies the requirements, inspection methods and inspection rules for the thermit welding of rails. This Part is applicable to the thermit welding of 50 kg/m ~ 75 kg/m rails.

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Document preview — TB 10461-2019

National Standard of the People's Republic of China

ICS
45.120
Classification
S 17

Issued by: National Railway Administration of the People’s Republic of China

Contents

  • Foreword...3
  • 1 Scope...5
  • 2 Normative references...5
  • 3 Requirements...5
  • 4 Inspection methods...9
  • 5 Inspection rules...11
  • Annex A (Informative) Operation records for thermit welding of rails...15
  • Annex B (Normative) Measurement method for width of softened zone...16

Foreword

TB/T 1632 Welding of rails is divided into four parts.

— Part 1.General specification;

— Part 2.Flash butt welding;

— Part 3.Thermit welding;

— Part 4.Gas pressure welding.

This Part is Part 3 of TB/T 1632.

This Standard was drafted in accordance with the provisions given in GB/T 1.1-

2009.

This Part replaces TB/T 1632.3-2005 Welding of rails - Part 3.Thermit welding.

Compared with TB/T 1632.3-2005, the major technical changes are as follows.

— MODIFY the material requirements for thermit welding (SEE 3.2 in this

edition and 3.2 in 2005 edition);

— MODIFY the personnel requirements for thermit welding (SEE 3.3 in this

edition and 3.3 in 2005 edition);

— ADD the storage requirements and shelf lives of the flux and sand mold

that shall be included in the process manual (SEE 3.4 in this edition);

— CANCEL the requirement for the percentage elongation after fracture, A

>= 2.0%; CANCEL the requirement for the impact properties, KU2 >= 6.0J;

CANCEL the description that no delivery conditions are made for the

percentage elongation after fracture, A, and the impact energy, KU2 (SEE

3.5 in this edition and 3.5 in 2005 edition);

— MODIFY the inspection method (SEE Chapter 4 in this edition and

Chapter 4 in 2005 edition);

— CANCEL the impact test in the test method (SEE 4.6 in 2005 edition);

— MODIFY the inspection rules (SEE Chapter 5 in this edition and Chapter

5 in 2005 edition).

This Part was proposed by and shall be under the jurisdiction of the Standards

and Metrology Institute of the Ministry of Railways.

Welding of rails - Part 3.Thermit welding

1 Scope

This Part of TB/T 1632 specifies the requirements, inspection methods and

inspection rules for the thermit welding of rails.

This Part is applicable to the thermit welding of 50 kg/m ~ 75 kg/m rails.

2 Normative references

The following documents are essential to the application of this document. For

dated references, only the editions with the dates indicated are applicable to

this document. For undated references, only the latest editions (including all the

amendments) are applicable to this document.

GB/T 230.1-2009 Metallic materials - Rockwell hardness test - Part 1.Test

method (scales A, B, C, D, E, F, G, H, K, N, T)

GB/T 231.1-2009 Metallic materials - Brinell hardness test - Part 1.Test

method

GB/T 4340.1-2009 Metallic materials - Vickers hardness test - Part 1.Test

method

GB/T 8170 Rules of rounding off for numerical values & expression and

judgement of limiting values

GB/T 13298 Inspection methods of microstructure for metals

TB/T 1632.1-2014 Welding of rails - Part 1.General specification

TB/T 3322-2013 Alumino-thermic welding consumables for rail

3 Requirements

3.1 Welding rail requirements

The new rails for thermit welding shall meet the requirements of Chapter 4 in

TB/T 1632.1-2014.

3.2 Welding material requirements

The materials for thermit welding of rails shall meet the requirements of TB/T

3322-2013.

3.3 Personnel requirements

Each welding operator shall hold a job training certificate issued by the technical

institution approved by the railway authority.

3.4 Process requirements

3.4.1 Welding process
3.4.1.1 The thermit welding process shall be implemented according to the

process manual provided by the supplier.

3.4.1.2 The supplier shall specify the required equipment, consumable

materials and detailed method of operation in the manual. The following

contents shall also be included.

a) number of main operators;

b) instructions for welding equipment;

c) flux corresponding to the rails of different grades and models;

d) preparation of rail ends and rail gap size;

e) detailed preheating parameters;

f) time range from the ignition of the flux to the casting of the molten steel;

g) the temperature at which the train is allowed to pass the welded joint;

h) requirements for welding environment (such as temperature, humidity, wind

power, etc.);

i) storage requirements and shelf lives of the flux and sand mold;

j) safety precautions.

3.4.2 Welding records

Welding operators shall document the welding process. REFER to Annex A for

the records. Records shall be retained for an overhaul period.

3.4.3 Joint marking

The welded joints (finished products) of each rail shall be marked. The markings

shall be 1m to 3m away from the welds. In addition, the markings shall be clear,

upright and identifiable for at least 5 years (or 1 overhaul cycle). The marking

method shall ensure that the welded joints (finished products) of each rail are

traceable based on the operation records.

3.5 Quality requirements

4 Inspection methods

4.1 Appearance inspection

The methods for inspecting the flatness and surface quality shall meet the

requirements of Chapter 7 in TB/T 1632.1-2014.

4.2 Flaw detection

The flaw detection methods shall meet the requirements of Chapter 8 in TB/T

1632.1-2014.

4.3 Static bending test

The specimen requirements and test methods shall meet the requirements of

Chapter 10 in TB/T 1632.1-2014.The connector shall be loaded until it breaks.

4.4 Fatigue test

The specimen requirements and test methods shall meet the requirements of

Chapter 11 in TB/T 1632.1-2014.

4.5 Tensile test

The specimen requirements and test methods shall meet the requirements of

Chapter 12 in TB/T 1632.1-2014.

4.6 Hardness test

4.6.1 Weld hardness

The weld hardness test shall be carried out in a horizontal position at the weld

center on the top of rail (SEE Figure 2). TEST Brinell hardness at 3 points,

respectively. CALCULATE the average hardness value, recorded as the weld

hardness. TEST the 3 points on the parent metal on both sides of the weld

according to the positions shown in the figure, respectively. CALCULATE the

average hardness value, recorded as the average hardness of parent metal,

HP. The test methods shall meet the requirements of GB/T 231.1-2009.

welding production. The production inspection results shall meet the relevant

requirements of Chapter 3.Production shall be continued only after passing the

inspection.

5.3.5 The production inspection report shall include the following contents.

name of the rail welding organization, models and manufacturing plants of the

welding materials, names and job training certificate numbers of the main

welding operators, manufacturing plant of rails, rail shape, steel grade of rails,

delivery status of rails, inspection equipment, reasons for production inspection,

detailed inspection results, etc.

5.3.6 Re-inspection shall be carried out when one or more specimens fail to

pass the production inspection.

First re-inspection. DOUBLE the samples of non-conforming specimens for re-

inspection. After passing the inspection, it indicates that the production

inspection results are qualified. If one or more of the specimens fail, REPEAT

the inspection.

Second re-inspection. DOUBLE the samples of non-conforming specimens for

re-inspection. After passing the inspection, it indicates that the production

inspection results are qualified. If one or more of the specimens fail, the

production inspection results shall be determined to be unqualified.

5.4 R...

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This preview omits tables, figures, formulas and parts of the technical clauses. The complete document — 16 pages — is available in the English PDF.

Referenced standards

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