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NB/T 47013.5-2015 PDF English

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NB/T 47013.5-2015: Nondestructive Testing of Pressure Equipment - Part 5: Penetrant Testing
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GB/T 42673   GB/T 42677   NB/T 47013.17   

NB/T 47013.5-2015: Nondestructive Testing of Pressure Equipment - Part 5: Penetrant Testing

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NB ENERGY INDUSTRY STANDARD ICS 77.140.20 H 26 GB/T 47013.5-2015 Replacing JB/T 4730.5-2005 Nondestructive Testing of Pressure Equipment �C Part 5.Penetrant Testing Issued on. APRIL 2, 2015 Implemented on. SEPTEMBER 1, 2015 Issued by. National Energy Administration

Table of Contents

Foreword... 3 1 Application Scope... 5 2 Normative References... 5 3 Terms and Definitions... 5 4 General Requirements... 6 5 Basic Procedures of Penetrant Testing... 13 6 Operating Method of Penetrant Testing... 14 7 Penetrant Testing of Pressure Equipment in Use... 18 8 Assessment of Testing Results and Quality Grading... 19 9 Testing Records and Reports... 20 Annex A (Normative) Diagram of Technological Procedures of Fluorescent and Dye Penetrant Testing... 22 Annex B (Normative) Testing Method Used for Non-standard Temperature ... 23

1 Application Scope

This Part of NB/T 47013 specifies the liquid penetrant testing method and quality grading of pressure Equipment. This Part applies to the testing of surface-breaking defects which are caused in the manufacture, installation and use of pressure Equipment made of non-porous metallic materials.

2 Normative References

The following referenced documents are indispensable for the application of this document. For dated references, only the edition dated applies to this document. For undated references, the latest edition of the referenced documents (including all amendments) applies to this Part. GB 11533, Standard for Logarithmic Visual Acuity Charts GB/T 12604.3, Non-destructive Testing �C Terminology �C Terms Used in Penetrant Testing JB/T 6064, Non-destructive Testing �C General Specification for Penetrant Blocks JB/T 7523, Non-destructive Testing �C Materials for Penetrant Testing NB/T 47013.1, Nondestructive Testing of Pressure Equipment �C Part 1.General Requirements

3 Terms and Definitions

For the purposes of this Part, the following terms and definitions and those defined in GB/T 14604.3 and NB/T 47013.1 apply. 3.1 relevant indication Trace indication formed by penetrant exuded through defects, generally also called defect indication. 3.2 non-relevant indication Indication formed by the external factors irrelevant to defects. 3.3 false indications Penetrant indication caused by contamination of penetrant, testing environment and other reasons. 3.4 assessment The process in which the relevant indications of penetrant observed are analyzed to determine the causes and classification process of such indications.

4 General Requirements

4.1 Testing personnel 4.1.1 The personnel performing penetrant testing shall be as specified in NB/T 47013.1. 4.1.2 The near (fractional) and distant visual acuity of penetrant testing personnel with or without correction shall not be lower than 5.0.The testing method shall be as specified in GB 11533; they shall be examined once a year and colour blindness is not permitted. 4.2 Testing apparatus 4.2.1 Penetrant testing agents The penetrant testing agents include penetrant, emulsifier, solvent cleaner and developer. 4.2.1.1 The quality of penetrants shall meet the following requirements. 4.2.1.2 The quality control of developer shall meet the following requirements. 4.2.1.3 Penetrant testing agents shall be marked with date of manufacture and shelf life, and accompanied with product certificates and operation instructions. 4.2.3 Black light irradiance meter Black light irradiance meter is used to measure black light irradiance meter; its ultraviolet wavelength shall be within the range of 315 nm ~ 400 nm; the peak wavelength is 365 nm. 4.2.4 Fluorescence brightness meter Fluorescence brightness meter is used to measure the fluorescence brightness of penetrant; its wavelength shall be within the range of 430 nm ~ 600 nm; the peak wavelength is 500 nm ~ 520 nm. 4.2.5 Illuminance meter Illuminance meter is used to measure visible light illuminance. 4.2.6 Test blocks 4.2.6.1 Aluminium alloy blocks (reference blocks of type A) The dimensions of aluminium alloy blocks are as shown in Figure 1.Test blocks consist of two parts which have the same size and are made by splitting one test bock into two; the two parts are stamped with the same sequential numbers and marked with signs A and B; test blocks of A and B shall have fine, symmetrical crack patterns. Other requirements for aluminium alloy blocks shall be as specified in JB/T 6064. 4.3 Technological documents of testing 4.3.1 Technological documents of testing include technological procedures and operating instructions. 4.3.2 Technological procedures shall be as specified in NB/T 47013.1 as well as the specific ranges or requirements of relevant factors listed in Table 2; in case the variations of relevant factors exceed the ranges, technological procedures shall be drafted or revised once again. 4.3.3 Operating instructions shall be compiled in accordance with the content of technological procedures and the testing requirements of test pieces to be tested; their content shall be as specified in NB/T 47013.1 and at least include. 4.3.4 Process verification of operating instructions 4.4 Safety requirements The chemical products required by the penetrant materials in this Part may be toxic and harmful, flammable and combustible and (or) volatile, and therefore, attention shall be drawn to their protection and relevant provisions on safety and health and of environmental protection laws issued by the state and local regions shall be abided by. Penetrant testing shall be carried out in a well-ventilated or open site.; when testing is carried out in a confined space, protective devices shall be provided and used. When black light lamp is used in fluorescent testing, exposure of the eyes to black light shall be prevented. 4.5 Classification and selection of penetrant testing methods 4.5.3 Selection of penetrant testing methods 4.6 Testing period 4.6.1 Unless specified otherwise, penetrant testing of welded joints shall be carried out after welding is completed or welding procedure is completed. For the materials having tendency to crack, the penetrant testing of welded joints shall be carried out 24 h at least after welding is finished. 4.6.2 The penetrant testing of fasteners and forgings shall generally be carried out after the final heat treatment.

5 Basic Procedures of Penetrant Testing

5.1 The basic procedures of penetrant testing are as follows. 5.2 See Annex A for the technological procedures of fluorescent and dye penetrant testing.

6 Operating Method of Penetrant Testing

6.1 Pre-treatment 6.1.1 Surface preparation. 6.1.2 Pre-rinsing The surface conditions of testing position influence the testing quality of penetrant testing to a large extent. Therefore, pre-rinsing shall be carried out after surface cleaning is completed, in order to remove the dirt on the test surface. During cleaning, solvents, detergents or others may be used. The rinsing range shall not be lower than the requirement in 6.1.1. 6.2 Application of penetrant 6.3 Emulsification treatment 6.3.1 Before emulsification treatment, try to remove the residual penetrant attached to the surface of work pieces to be tested. When hydrophilic emulsifier is used, first use the water spraying method to directly remove most of residual penetrant, then apply emulsifier, and then use water for rinsing after the residual penetrant on the surface of work pieces to be tested is fully emulsified. 6.4 Removal of residual penetrant 6.4.1 When the tested surface of work pieces is washed to remove residual penetrant, attention shall be drawn to the prevention of over removal and lowering the testing quality. Meanwhile, attention shall be drawn to insufficient removal resulting in the difficulty in the identification of defect indications. When fluorescent penetrant is used, residual penetrant may be observed while removing under the exposure of ultraviolet lamp. 6.5 Drying treatment 6.5.1 When dry developer or solvent suspensible developer is applied, the tested surface shall be dried before application; when aqueous developers (water soluble and water suspensible developers) are applied, the tested surface shall be dried after application. 6.6 Application of developer 6.6.1 When dry developer is used, first carry out drying treatment, then use an appropriate method to spray developer uniformly on the whole tested surface and maintain for a certain period. The residual developer is removed by knocking lightly or using light air flow. 6.7 Observation 6.7.1 The observation of indications shall be started after dry developer is applied or wet developer is dry, and carried out continuously during the development time. If the size of indication remains unchanged, it may exceed the above-mentioned time. 6.9 Retesting 6.9.1 In case of any of the following circumstances, retesting needs to be carried out. 6.9.2 When retesting is decided, the tested surface shall be cleaned thoroughly. 6.10 Post rinsing Carry out post rinsing after testing of work pieces is completed, in order to remove residuals detrimental to future use or materials.

7 Penetrant Testing of Pressure Equipment in Use

If high-strength steel and materials sensitive to cracks (including cold crack, heating crack and reheating crack) are used, or if the pressure Equipment in use are used in the environment of corrosive media for a long term where stress corrosion cracking or fatigue cracking may occur, during the penetrant testing of the pressure Equipment in use, the sensitivity grade C shall be used for the testing.

8 Assessment of Testing Results and Quality Grading

8.1 Assessment of testing results 8.1.1 The indications include relevant indications, non-relevant indications and false indications. The recording and assessment of non-relevant indications and false indications is not necessary. 8.1.2 The indications less than 0.5 mm are omitted; any other relevant indication shall be treated as a defect. 8.1.3 The relevant indications of the ratio of length to width greater than 3 shall be treated as linear defects; those of the ratio of length to width less than or equal to 3 shall be treated as circular defects. 8.1.4 When the angle between the long axial direction of relevant indications and the axis or generatrix of work pieces (axis parts and tube parts) is greater than or equal to 30��, they shall be treated as transverse defects; and others shall be treated as longitudinal defects. 8.1.5 When two or more linear relevant indications are on the same straight line and have a spacing between each other not greater than 2 mm, they are treated as one defect and the length is the sum of the lengths of two relevant indications plus the spacing. 8.2 Quality grading 8.2.1 Any cracking is not allowed. Any transverse defect indication on fasteners and axis parts is not allowed. 8.2.2 The quality grading of welded joints is as specified in Table 5. 8.2.3 See Table 6 for the quality grading assessment of other parts.

9 Testing Records and Reports

9.1 The information and data concerning the testing process shall be recorded in detail in accordance with the actual conditions of operating on site. The records of penetrant testing shall at least include the following content, in addition to those specified in NB/T 47013.1. 9.2 Testing reports shall be issued in accordance with the testing records. The reports of penetrant testing shall at least include the following content, in addition to those specified in NB/T 47013.1. ......
Source: Above contents are excerpted from the full-copy PDF -- translated/reviewed by: www.ChineseStandard.net / Wayne Zheng et al.


      

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