GB/T 36233-2018Tubular cored electrodes for high-strength steels (English PDF)
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Issued by
State Administration for Market Regulation, China National Standardization Administration
Level / Type
National · Recommended
Issue date
May 14, 2018
Implementation date
December 1, 2018
Scope
GB/T 36233-2018 (Tubular cored electrodes for high-strength steels) is available as an English-translated PDF.
GB/T 36233-2018 — This standard specifies the type, technical requirements, test methods, re-inspection and technical conditions of supply of high-strength steel flux cored wire. This standard is applicable to gas protection and self-shielded arc welding with a minimum tensile strength requirement of deposited metal of not less than 590 MPa. Steel flux cored wire (hereinafter referred to as "welding wire").
Document preview — GB/T 36233-2018
National Standard of the People's Republic of China
- ICS
- 25.160.20
- Classification
- J 33
Issued by: State Administration for Market Regulation, China National Standardization Administration
Contents
- Foreword
- 1 Scope
- 2 Normative references
- 3 models
- 3.1 Model division
- 3.2 Model preparation method
- 2 -20
- 3 -30
- 4 -40
- 5 -50
- 6 -60
- 7 -70
- 8 -80
- 0 or 1
- 0 PA, PB
- 1 PA, PB, PC, PD, PE, PF, and/or PG
- 4 Technical requirements
- 4.1 Wire size and surface quality
- 4.2 T-joint fillet weld
- 4.3 Chemical composition
- 4.4 Mechanical properties
- 4.5 Weld ray flaw detection
- 4.6 deposited metal diffusion hydrogen content
- 5 Test methods
- 5.1 Wire size and surface quality
- 5.2 T-joint fillet weld test
- 5.3 Chemical analysis
- 5.4 Mechanical properties test
- 5.5 Radiographic test
- 5.6 Deposited metal diffusion hydrogen test
- 6 re-inspection
- 7 Technical conditions of supply
Foreword
This standard was drafted in accordance with the rules given in GB/T 1.1-2009.
This standard uses the redrafting method to modify the use of ISO 18276.2017 "welding material gas protection and self-protective arc welding with high strength steel
Flux cored wire classification (English version).
Compared with ISO 18276.2017, this standard has more adjustments in structure. Appendix A lists this standard and ISO 18276.2017.
Checklist of changes in the number of chapters;
There are technical differences between this standard and ISO 18276.2017. Appendix B gives the corresponding technical differences and their causes.
Watch list.
This standard also made the following editorial changes.
--- Change the standard name to "High Strength Steel Flux Cored Wire";
--- Removed the ISO 18276.2017 Appendix A classification system (informative appendix);
--- Removed the ISO 18276..2017 Appendix C according to the yield strength and the average 47J impact energy classification of the flux cored wire type
Ming (informative appendix);
--- Added Appendix C flux core wire type control (informative appendix);
--- Added Appendix D protective gas type code (informative appendix).
This standard is proposed and managed by the National Welding Standardization Technical Committee (SAC/TC55).
This standard was drafted. Harbin Welding Research Institute Co., Ltd., Tianjin Jinqiao Welding Material Group Co., Ltd., Sichuan Atlantic Welding Materials
Materials Co., Ltd., Kunshan Jingqun Welding Material Technology Co., Ltd., Tianjin Bridge Welding Material Group Co., Ltd., Baoji Petroleum Steel Pipe Co., Ltd.
Division (National Oil and Gas Pipeline Engineering Technology Research Center), Wuhan Iron Anchor Welding Materials Co., Ltd., Jiangsu Zhongjiang Welding Wire Co., Ltd.
Division, Fujian Industrial Equipment Installation Co., Ltd.
Drafters of this standard. Song Bei, Chen Mo, Yang Yumei, Li Xinyu, Cao Shuiying, Qiao Liangyan, Yang Zongquan, Yan Wenbin, Liu Yun, Bi Zongyue, Yang Zijia,
Hao Longyu, Qi Wanli, Fan Zhizhong, Li Sushan, Ma Qingjun, Su Jinhua.
High strength steel flux cored wire
1 Scope
This standard specifies the type, technical requirements, test methods, re-inspection and technical conditions of supply of high-strength steel flux cored wire.
This standard is applicable to gas protection and self-shielded arc welding with a minimum tensile strength requirement of deposited metal of not less than 590 MPa.
Steel flux cored wire (hereinafter referred to as "welding wire").
2 Normative references
The following documents are indispensable for the application of this document. For dated references, only dated versions apply to this article.
Pieces. For undated references, the latest edition (including all amendments) applies to this document.
GB/T 2650 welded joint impact test method (GB/T 2650-2008, ISO 9016.2001, IDT)
GB/T 2652 Weld and deposited metal tensile test method (GB/T 2652-2008, ISO 5178.2001, IDT)
GB/T 3323 metal fusion welding joints radiography
GB/T 3965 Method for determination of diffusible hydrogen in deposited metal (GB/T 3965-2012, ISO 3690.2000, MOD)
GB/T 16672 Definition of dip angle and corner of weld working position (GB/T 16672-1996, idtISO 6947.1990)
GB/T 18591 Welding preheating temperature, inter-channel temperature and preheating maintenance temperature measurement guide (GB/T 18591-2001,
ISO 13916.1996, IDT)
GB/T 25774.1 Inspection of welding materials - Part 1 . Preparation and inspection of mechanical properties of steel, nickel and nickel alloys
Inspection (GB/T 25774.1-2010, ISO 15792-1.2000, MOD)
GB/T 25774.3 Inspection of welded materials - Part 3. Preparation and inspection of T-joint fillet weld specimens (GB/T 25774.3-
2010, ISO 15792-3.2000, IDT)
GB/T 25775 welding materials supply technical conditions product type, size, tolerance and mark (GB/T 25775-2010, ISO 544.
2003, MOD)
GB/T 25777 welding material deposited metal chemical analysis sample preparation method (GB/T 25777-2010, ISO 6847.2000,
IDT)
GB/T 25778 Welding Materials Purchasing Guide (GB/T 25778-2010, ISO 14344.2010, MOD)
ISO 14175 welding materials and related methods for gas welding and mixed gases (Weldingconsumables-Gasesand
Gasmixturesforfusionweldingandaliedprocesses)
3 models
3.1 Model division
The wire type is based on the mechanical properties of the deposited metal, the use characteristics, the welding position, the type of protective gas, the state after welding and the chemical composition of the deposited metal.
Wait for division. Refer to Appendix C for the comparison of this standard with other related standards for flux cored wire.
3.2 Model preparation method
The wire type consists of eight parts.
1) Part 1. The fuse "wire" is indicated by the letter "T";
2) The second part. indicates the tensile strength code of the deposited metal, see Table 1;
3) The third part. the test temperature code indicating that the impact energy (KV2) is not less than 27J, see Table 2;
4) Part 4. Indicates the use of the feature code, see Table 3;
5) Part 5. indicates the welding position code, see Table 4;
6) Part 6. Indicates the type of protective gas type, the code for self-protection is "N", and the code for protective gas is in accordance with ISO 14175.
See Appendix D;
7) Section 7. Indicates the post-weld status code, where "A" indicates the weld state, "P" indicates the post-weld heat treatment state, and "AP" indicates the weld state and
Both states of post-weld heat treatment can be used;
8) Section 8. Indicates the chemical composition of deposited metal, see 4.3, and Appendix E for the classification.
In addition to the above mandatory code, an optional code can be appended to it.
a) the letter "U" indicates that the shock absorption energy (KV2) should not be less than 47J at the specified test temperature;
b) Diffusion hydrogen code "HX", where "X" may be the number 15, 10 or 5, representing the diffusible hydrogen content per 100 g of deposited metal
Maximum value (mL), see 4.6.
The wire type examples in this standard are as follows.
Example 1.
Flux cored wire
Indicates the tensile strength of the deposited metal, and "69" indicates a minimum of 690 MPa.
Indicates that the impact absorption energy (KV2) is not less than the test temperature at 27 J, and "4" means -40 °C.
T5-
Indicates the use characteristics, "T5" indicates that the core type is calcium oxide-fluoride, using DC reverse connection, coarse drop transition, etc.
Indicates the welding position, "0" indicates the flat welding and the fillet welding position
C1
Indicates the type of shielding gas, "C1" indicates that the gas composition is 100% CO2
Indicates post-weld condition, "P" indicates post-weld heat treatment
4M2
Indicates the chemical composition of deposited metal
Example 2.
Flux cored wire
Indicates the tensile strength of the deposited metal, and "69" indicates a minimum of 690 MPa.
Indicates that the impact absorption energy (KV2) is not less than the test temperature at 27 J, and "5" indicates -50 °C.
T5-
Indicates the use characteristics, "T5" indicates that the core type is calcium oxide-fluoride, using DC
Reverse connection, coarse transfer, etc.
Indicates the welding position, "1" indicates the full position
M21
Indicates the type of protective gas, "M21" means the gas composition is (15%) \u003cCO2<=25%) Ar
Indicates the post-weld state, "A" indicates the as-welded state
N3M1
Indicates the chemical composition of deposited metal
Optional additional code indicating the shock absorption energy (KV2) at the specified test temperature
Not less than 47J
H5
Optional additional code means that the diffused hydrogen content of the deposited metal is not more than 5mL/100g
Example 3.
Flux cored wire
Indicates the tensile strength of the deposited metal, and "62" indicates a minimum of 620 MPa.
Indicates that the shock absorption energy (KV2) is not less than the test temperature at 27 J, and "3" indicates -30 °C.
T8-
Indicates the use characteristics, "T8" indicates that the type of core is not specified, using DC positive connection, fine droplets or
Jet transition, etc.
Indicates the welding position, "1" indicates the full position
Indicates the type of protective gas, "N" indicates self-protection
Indicates the post-weld state, "A" indicates the as-welded state
N2
Indicates the chemical composition of deposited metal
H5
Optional additional code means that the diffused hydrogen content of the deposited metal is not more than 5mL/100g
Example 4.
Flux cored wire
Indicates the tensile strength of the deposited metal, and "83" indicates a minimum of 830 MPa.
Indicates that the impact absorption energy (KV2) is not less than the test temperature at 27 J, and "5" indicates -50 °C.
T15-
Indicates the use characteristics, "T15" indicates that the core type is metal powder type, and DC reverse connection is used.
Fine droplet ejection transition, etc.
Indicates the welding position, "1" indicates the full position
M20
Indicates the type of shielding gas, "M20" means the composition of the gas is (5% \u003cCO2<=15%) Ar
Indicates the post-weld state, "A" indicates the as-welded state
N3C1M2
Indicates the chemical composition of deposited metal
H5
Optional additional code means that the diffused hydrogen content of the deposited metal is not more than 5mL/100g
Table 1 deposited metal tensile strength code
Tensile strength code
Tensile strength Rm
MPa
Yield strength aReL
MPa
Elongation after break A
59 590~790 >=490 >=16
62 620~820 >=530 >=15
69 690~890 >=600 >=14
76 760~960 >=680 >=13
78 780~980 >=680 >=13
83 830~1030 >=745 >=12
a When the yield is not obvious, the specified plastic elongation strength Rp0.2 should be determined.
Table 2 Impact test temperature code
Impact test temperature code
The test temperature at which the impact energy (KV2) is not less than 27J
Z a
Y 20
0 0
2 -20
3 -30
4 -40
5 -50
6 -60
7 -70
8 -80
a indicates that the impact test is not required.
Table 3 Use feature code
Use special
Sex code
Protective gas current type droplet transfer form core type welding position a characteristic
T1 requires DC reverse jet injection transition rutile 0 or 1 less splash, flat or slightly convex weld bead, high deposition rate
T5 requires DC reverse connection b coarse drop transition
Calcium Oxide-
Fluoride
0 or 1
Micro-convex weld bead, can not completely cover the thin slag of the weld bead,
Compared with T1, it has good impact toughness and good cold resistance.
Crack and thermal crack resistance
T7 does not require DC positive connection
Fine droplet drop to spray
transition
Does not specify 0 or 1 high deposition rate, excellent resistance to thermal cracking
T8 does not require DC positive connection
Fine droplets or jets
transition
Does not specify 0 or 1 good low temperature impact toughness
T11 does not require DC positive injection injection without specifying 0 or 1
Not recommended for preheating and inter-channel temperature control
Steel with a thickness greater than 19mm
T15 requires DC reverse connection
Fine droplet
Jet transition
Metal powder type 0 or 1 core contains alloy and iron powder, low slag coverage
TG supply and demand agreement
Note. Refer to Appendix F for the characteristics of the use of the wire.
a See Table 4.
b Use under DC positive connection to improve weldability at unfavorable locations. The current type is recommended by the manufacturer.
Table 4 welding position code
Welding position code welding position a
0 PA, PB
1 PA, PB, PC, PD, PE, PF, and/or PG
a welding position see GB/T 16672, where PA = flat welding, PB = flat angle welding, PC = horizontal welding, PD = elevation welding, PE = overhead welding, PF = upright welding,
PG = down vertical welding.
4 Technical requirements
4.1 Wire size and surface quality
The wire size and surface quality shall comply with the provisions of GB/T 25775.
4.2 T-joint fillet weld
4.2.1 Specimen inspection of fillet welds shall be in accordance with GB/T 25774.3, where the unfused length of the weld root shall not exceed the total length of the weld
20%.
4.2.2 The weld crown and the difference between the lengths of the two weld legs shall comply with the requirements of Table 5.
Table 5 Weld crown and the difference between the two legs are in millimeters
Welded foot size weld crown degree difference between two solder legs
< 7.0 <=2.0
>=7.0 <=2.5
<= (0.5 x solder fillet size -0.5)
4.3 Chemical composition
The chemical composition of the wire deposited metal shall comply with the requirements of Table 6.
Table 6 Chemical composition of deposited metal
Chemical formation
Sub-classification
Chemical composition (mass fraction) a, b
C Mn Si PS Ni Cr Mo V
N2 0.15 1.00~2.00 0.40 0.030 0.030 0.50~1.50 0.20 0.20 0.05
N5 0.12 1.75 0.80 0.030 0.030 1.75~2.75 - - -
N51 0.15 1.00~1.75 0.80 0.030 0.030 2.00~2.75 - - -
N7 0.12 1.75 0.80 0.030 0.030 2.75~3.75 - - -
3M2 0.12 1.25~2.00 0.80 0.030 0.030 - - 0.25~0.55 -
3M3 0.12 1.00~1.75 0.80 0.030 0.030 - - 0.40~0.65 -
4M2 0.15 1.65~2.25 0.80 0.030 0.030 - - 0.25~0.55 -
Table 6 (continued)
Chemical formation
Sub-classification
Chemical composition (mass fraction) a, b
C Mn Si PS Ni Cr Mo V
N1M2 0.15 1.00~2.00 0.80 0.030 0.030 0.40~1.00 0.20 0.50 0.05
N2M1 0.15 2.25 0.80 0.030 0.030 0.40~1.50 0.20 0.35 0.05
N2M2 0.15 2.25 0.80 0.030 0.030 0.40~1.50 0.20 0.20~0.65 0.05
N3M1 0.15 0.50~1.75 0.80 0.030 0.030 1.00~2.00 0.15 0.35 0.05
N3M11 0.15 1.00 0.80 0.030 0.030 1.00~2.00 0.15 0.35 0.05
N3M2 0.15 0.75~2.25 0.80 0.030 0.030 1.25~2.60 0.15 0.25~0.65 0.05
N3M21 0.15 1.50~2.75 0.80 0.030 0.030 0.75~2.00 0.20 0.50 0.05
N4M1 0.12 2.25 0.80 0.030 0.030 1.75~2.75 0.20 0.35 0.05
N4M2 0.15 2.25 0.80 0.030 0.030 1.75~2.75 0.20 0.20~0.65 0.05
N4M21 0.12 1.25~2.25 0.80 0.030 0.030 1.75~2.75 0.20 0.50 -
N5M2 0.07 0.50~1.50 0.60 0.015 0.015 1.30~3.75 0.20 0.50 0.05
N3C1M2 0.10~0.25 0.60~1.60 0.80 0.030 0.030 0.75~2.00 0.20~0.70 0.15~0.55 0.05
N4C1M2 0.15 1.20~2.25 0.80 0.030 0.030 1.75~2.60 0.20~0.60 0.20~0.65 0.03
N4C2M2 0.15 2.25 0.80 0.030 0.030 1.75~2.75 0.60~1.00 0.20~0.65 0.05
N6C1M4 0.12 2.25 0.80 0.030 0.030 2.50~3.50 1.00 0.40~1.00 0.05
GX - >=1.75c >=0.80c 0.030 0.030 >=0.50c >=0.30c >=0.20c >=0.10c
Note. The single values in the table are the maximum values.
a Chemical analysis should be performed according to the elements specified in the table. If other elements are found during the analysis, the total amount of these elements (except iron) should not exceed
0.50%;
b For self-shielded welding wire, Al<=1.8%;
c At least one element meets the requirements, and other chemical composition requirements shall be agreed between the supplier and the buyer.
4.4 Mechanical properties
4.4.1 Tensile test
The tensile test results of the deposited metal shall comply with the requirements of Table 1.
4.4.2 Impact test
4.4.2.1 Charpy V-notch impact test temperature The impact absorption energy (KV2) of five impact specimens was determined as specified in Table 2. In calculation
When averaging the five shock absorption energies (KV2), one maximum value and one minimum value should be removed. Two of the remaining three values should not
Less than 27J, the other may be less than 27J, but should not be less than 20J, and the average of the three values should not be less than 27J.
4.4.2.2 If the optional code "U" is attached to the model, the impact requirements shall be measured according to the temperature specified in Table 2.
Receive energy (KV2). One of the three values can be less than 47J, but should not be less than 32J, and the average of the three values should not be less than 47J.
4.5 Weld ray flaw detection
Weld ray flaw detection shall comply with the Class II regulations of GB/T 3323.
4.6 deposited metal diffusion hydrogen content
According to the negotiation between the supplier and the buyer, if the diffusion hydrogen code is added after the wire type, it should meet the requirements of Table 7.
Table 7 Diffusion hydrogen content of deposited metal
Diffusion hydrogen code
Diffusion hydrogen content
mL/100g
H5 <=5
H10 <=10
H15 <=15
5 Test methods
5.1 Wire size and surface quality
5.1.1 Size
The wire diameter is inspected with a measuring tool with an accuracy of 0.01 mm, measured at the same position perpendicular to each other, and the measuring portion is not less than two.
5.1.2 Surface quality
The surface quality of the welding wire shall be visually inspected for any part of the welding wire according to the provisions of GB/T 25775.
5.2 T-joint fillet weld test
5.2.1 Test base metal
The test plate is made of unalloyed steel having a carbon content of not more than 0.30%.
5.2.2 Preparation of test pieces
The test piece preparation of the T-joint fillet weld test was carried out in accordance with GB/T 25774.3. Welding parameters and wire diameter for testing by manufacturer
recommend. For welding wire with welding position code "0", fillet weld test should be carried out at the position of PB; for welding position code "1"
For the welding wire, the fillet weld test shall be carried out at the position of PE and PF (or PG).
5.3 Chemical analysis
5.3.1 Chemical analysis of deposited metal samples shall be prepared in accordance with the provisions of GB/T 25777, or on the tensile test bars of mechanical properties or after breaking.
Made. When the arbitration test is conducted, it shall be carried out in accordance with the provisions of GB/T 25777.
5.3.2 Chemical composition analysis may be carried out by any suitable analytical method. In the arbitration test, the analysis method is confirmed by both the supplier and the buyer.
5.4 Mechanical properties test
5.4.1 Test base metal
The base material for the test of mechanical properties of deposited metal shall be a steel plate equivalent to the chemical composition of the deposited metal. If other base metals are used, they should be
The test layer is used to weld the separation layer on the groove surface and the surface of the pad, and the thickness thereof is not less than 3 mm after processing.
5.4.2 Preparation of test pieces
5.4.2.1 The mechanical properties of deposited metal are prepared according to GB/T 25774.1, using test piece type 1.3, the test plate width is not less than
125mm, gas shielded welding wire is Phi1.2mm, self-shielded welding wire is Phi2.4mm, or other specifications are agreed by the supplier and the buyer.
wire. Welding parameters are recommended by the manufacturer. The welding heat input, number of passes and number of layers prepared for the test piece shall be as specified in Table 8.
5.4.2.2 After the positional welding of the test plate, the temperature of the test plate shall not be lower than 100 °C during the welding, and the temperature between the tracks shall be maintained at 150 °C +/- 15 °C during the welding process.
The preheating temperature and the interpass temperature of the chemical component classified as "GX" are agreed by the supplier and the buyer. When the test plate temperature exceeds, it should be cooled naturally. according to
GB/T 18591 uses a surface thermometer, thermometer or thermocouple to measure the preheating temperature and the interpass temperature.
5.4.2.3 When the test piece requires post-weld heat treatment, it shall be carried out before the tensile test specimen and the impact test specimen are processed. When the test piece is placed in the furnace, the temperature of the furnace shall not be allowed.
Above 315 ° C, from 315 ° C, heated to 620 ° C +/- 15 ° C at a rate of not more than 280 ° C/h, heat preservation 60min ~ 75min. achieve
After the holding time, it is cooled with the furnace at a rate of not more than 195 ° C/h. After the temperature is lower than 315 ° C, it is allowed to be taken out from the furnace and naturally cooled to room temperature. and also
Other heat treatment specifications may be adopted in accordance with the agreement between the supplier and the buyer.
Table 8 Recommended welding heat input, number of rows and layers
Wire diameter
Mm
Average heat input
kJ/mm
Number of tracks per layer
The first layer of the first layer a
Number of layers
<=0.8, 0.9 0.8~1.4 1 or 2 2 or 3 6~9
1.0, 1.2 1.0~2.0 1 or 2 2 or 3 6~9
1.4, 1.6 1.0~2.2 1 or 2 2 or 3 5~8
2.0 1.4~2.6 1 or 2 2 or 3 5~8
2.4 1.6~2.6 1 or 2 2 or 3 4~8
2.8 2.0~2.8 1 or 2 2 or 3 4~7
3.2 2.2~3.0 1 or 2 2 4~7
a The last layer can be completed by 4 channels.
5.4.3 Tensile test
The size and sampling position of the deposited metal tensile specimen are in accordance with GB/T 25774.1, and the tensile test is carried out according to GB/T 2652.
5.4.4 Impact test
5.4.4.1 The size and sampling position of the impact specimen shall be in accordance with GB/T 25774.1.
5.4.4.2 At least one shape of the V-notch of the sample shall be measured in each set of impact specimens, and the measurement shall be at least 50 times larger than the projection.
Perform on a meter or metallographic microscope.
5.4.4.3 V-notch impact test shall be carried out in accordance with GB/T 2650.
5.5 Radiographic test
5.5.1 Weld ray flaw detection test shall be carried out before the interception of the mechanical specimen. The bolster shall be removed before the ray flaw detection.
5.5.2 Weld flaw detection test shall be carried out according to GB/T 3323.
5.5.3 When assessing the weld ray flaw detection film, 25mm at both ends of the test piece shall be disregarded.
5.6 Deposited metal diffusion hydrogen test
The diffusion hydrogen content of the deposited metal is determined according to GB/T 3965. See Appendix G for instructions on diffusible hydrogen.
6 re-inspection
If any of the tests fails, the item should be doubled. For chemical analysis, only those elements that do not meet the requirements are retested. Retest
In the tensile test, the tensile strength, yield strength and elongation after break were simultaneously used as retest items. The sample can be taken on the original test piece, or
The newly welded test piece was taken. Double the retest results should meet the requirements of the inspection.
During the test or after the test is completed, if it can be confirmed that the test is not carried out in accordance with the regulations, the test is invalid and needs to be re-entered as required.
Row. In this case, no double re-inspection is required.
7 Technical conditions of supply
The technical conditions for supply are in accordance with GB/T 25775 and GB/T 25778.
Appendix A
(informative appendix)
Chapter number comparison table
Table A.1 Comparison of this standard with the ISO 18276.2017 chapter number
This standard chapter number corresponds to ISO 18276.2017 chapter number
twenty two
3 4.1B, 4.2B, 5.2, 5.3B, 5.5B, 5.6, 5.7, 5.9B, 11
4.1 -
4.2 -
4.3 5.4
4.4 5.2, 5.3B
4.5 -
4.6 5.8
5.1 -
5.2 -
5.3 8
5.4 4,7,7.1B,7.2,7.3B
5.5 -
5.6 5.8
Appendix A -
Appendix B -
Appendix C -
Appendix D -
Appendix E Appendix B
Appendix F Appendix D
Appendix G Appendix E
Appendix B
(informative appendix)
Technical differences between this standard and ISO 18276.2017 and their causes
Table B.1 Technical differences between this standard and ISO 18276.2017 and their causes
This standard
Chapter number
Technical difference
Regarding the normative reference documents, this standard has made technical adjustments to suit
According to the technical conditions of our country, the adjustment situation is concentrated in Chapter 2 "Regular Reference Documents".
The specific adjustments are as follows.
* Replace ISO 3690 with GB/T 3965 modified to international standards (see 5...
......
This preview omits tables, figures, formulas and parts of the technical clauses. The complete document — all pages — is available in the English PDF.
Referenced standards
Normative references
- GB/T 2650Destructive tests on welds in metallic materials - Impact tests
- GB/T 2650-2008Destructive tests on welds in metallic materials - Impact tests
- GB/T 2652Destructive tests on welds in metallic materials - Longitudinal tensile test on weld metal in fusion welded joints
- GB/T 2652-2008Destructive tests on welds in metallic materials - Longitudinal tensile test on weld metal in fusion welded joints
- GB/T 3965Determination of diffusible hydrogen in deposited metal
- GB/T 3965-2012Determination of diffusible hydrogen in deposited metal
ISO 9016.2001 · ISO 5178.2001 · GB/T 3323 · ISO 3690.2000 · GB/T 16672 · GB/T 16672-1996 · GB/T 18591 · GB/T 18591-2001 · ISO 13916.1996 · ISO 15792 · GB/T 25774.3 · GB/T 25775 · GB/T 25775-2010 · ISO 544 · GB/T 25777 · GB/T 25777-2010 · ISO 6847.2000 · GB/T 25778 · GB/T 25778-2010 · ISO 14344.2010 · ISO 14175
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