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A671标准(英文版) Designation: A 671 – 06 Standard Specification for Electric-Fusion-Welded Steel Pipe for Atmospheric and Lower Temperatures1 This standard is issued under the fixed designation A 671; the number immediately following the designation indicates the year of or...

A671标准(英文版)
Designation: A 671 – 06 Standard Specification for Electric-Fusion-Welded Steel Pipe for Atmospheric and Lower Temperatures1 This standard is issued under the fixed designation A 671; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (e) indicates an editorial change since the last revision or reapproval. 1. Scope* 1.1 This specification2 covers electric-fusion-welded steel pipe with filler metal added, fabricated from pressure vessel quality plate of several analyses and strength levels and suitable for high-pressure service at atmospheric and lower temperatures. Heat treatment may or may not be required to attain the desired properties or to comply with applicable code requirements. Supplementary requirements are provided for use when additional testing or examination is desired. 1.2 The specification nominally covers pipe 16 in. (405 mm) in outside diameter or larger and of 1⁄4 in. (6.4 mm) wall thickness or greater. Pipe having other dimensions may be furnished provided it complies with all other requirements of this specification. 1.3 Several grades and classes of pipe are provided. 1.3.1 Grade designates the type of plate used as listed in 5.1. 1.3.2 Class designates the type of heat treatment performed during manufacture of the pipe, whether the weld is radio- graphically examined, and whether the pipe has been pressure tested as listed in 1.3.3. 1.3.3 Class designations are as follows (Note 1): Class Heat Treatment on Pipe Radiography, see Section Pressure Test, see: 10 none none none 11 none 9 none 12 none 9 8.3 13 none none 8.3 20 stress relieved, see 5.3.1 none none 21 stress relieved, see 5.3.1 9 none 22 stress relieved, see 5.3.1 9 8.3 23 stress relieved, see 5.3.1 none 8.3 30 normalized, see 5.3.2 none none 31 normalized, see 5.3.2 9 none 32 normalized, see 5.3.2 9 8.3 33 normalized, see 5.3.2 none 8.3 40 normalized and tempered, see 5.3.3 none none 41 normalized and tempered, see 5.3.3 9 none 42 normalized and tempered, see 5.3.3 9 8.3 43 normalized and tempered, see 5.3.3 none 8.3 50 quenched and tempered, see 5.3.4 none none 51 quenched and tempered, see 5.3.4 9 none 52 quenched and tempered, see 5.3.4 9 8.3 53 quenched and tempered, see 5.3.4 none 8.3 60 normalized and precipitation heat treated none none 61 normalized and precipitation heat treated 9 none 62 normalized and precipitation heat treated 9 8.3 63 normalized and precipitation heat treated none 8.3 70 quenched and precipitation heat treated none none 71 quenched and precipitation heat treated 9 none 72 quenched and precipitation heat treated 9 8.3 73 quenched and precipitation heat treated none 8.3 NOTE 1—Selection of materials should be made with attention to temperature of service. For such guidance, Specification A 20/A 20M may be consulted. 1.4 The values stated in inch-pound units are to be regarded as the standard. 2. Referenced Documents 2.1 ASTM Standards: 3 A 20/A 20M Specification for General Requirements for Steel Plates for Pressure Vessels A 370 Test Methods and Definitions for Mechanical Testing of Steel Products A 435/A 435M Specification for Straight-Beam Ultrasonic Examination of Steel Plates A 530/A 530M Specification for General Requirements for Specialized Carbon and Alloy Steel Pipe A 577/A 577M Specification for Ultrasonic Angle-Beam Examination of Steel Plates A 578/A 578M Specification for Straight-Beam Ultrasonic Examination of Plain and Clad Steel Plates for Special Applications E 110 Test Method for Indentation Hardness of Metallic Materials by Portable Hardness Testers1 This specification is under the jurisdiction of ASTM Committee A01 on Steel, Stainless Steel, and Related Alloys and is the direct responsibility of Subcommittee A01.09 on Carbon Steel Tubular Products. Current edition approved May 1, 2006. Published May 2006. Originally approved in 1972. Last previous edition approved in 2004 as A 671 – 04. 2 For ASME Boiler and Pressure Vessel Code applications see related Specifi- cation SA-671 in Section II of that Code. 3 For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards volume information, refer to the standard’s Document Summary page on the ASTM website. 1 *A Summary of Changes section appears at the end of this standard. Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States. Copyright by ASTM Int'l (all rights reserved); Reproduction authorized per License Agreement with Monique Tyree (ASTMIHS Account); Tue May 23 12:17:55 EDT 2006 Copyright ASTM International Provided by IHS under license with ASTM Not for ResaleNo reproduction or networking permitted without license from IHS - - ` , , ` ` ` , , , , ` ` ` ` - ` - ` , , ` , , ` , ` , , ` - - - E 165 Test Method for Liquid Penetrant Examination E 709 Guide for Magnetic Particle Examination 2.2 Plate Steels: A 203/A 203M Specification for Pressure Vessel Plates, Al- loy Steel, Nickel A 285/A 285M Specification for Pressure Vessel Plates, Carbon Steel, Low- and Intermediate-Tensile Strength A 299/A 299M Specification for Pressure Vessel Plates, Carbon Steel, Manganese-Silicon A 353/A 353M Specification for Pressure Vessel Plates, Al- loy Steel, 9 Percent Nickel, Double-Normalized and Tem- pered A 515/A 515M Specification for Pressure Vessel Plates, Carbon Steel, for Intermediate- and Higher-Temperature Service A 516/A 516M Specification for Pressure Vessel Plates, Carbon Steel, for Moderate- and Lower-Temperature Ser- vice A 517/A 517M Specification for Pressure Vessel Plates, Al- loy Steel, High-Strength, Quenched and Tempered A 537/A 537M Specification for Pressure Vessel Plates, Heat-Treated, Carbon-Manganese-Silicon Steel A 553/A 553M Specification for Pressure Vessel Plates, Al- loy Steel, Quenched and Tempered 8 and 9 % Nickel A 736/A 736M Specification for Pressure Vessel Plates, Low-Carbon Age-Hardening Nickel-Copper-Chromium- Molybdenum-Columbium and Nickel-Copper-Manganese- Molybdenum-Columbium Alloy Steel 2.3 ASME Boiler and Pressure Vessel Code:4 Section II, Material Specifications Section III, Nuclear Vessels Section VIII, Unfired Pressure Vessels Section IX, Welding Qualifications 3. Terminology 3.1 Definitions of Terms Specific to This Standard: 3.1.1 lot—a lot shall consist of 200 ft (61 m) or fraction thereof of pipe from the same heat of steel. 3.1.2 The description of a lot may be further restricted by the use of Supplementary Requirement S14. 4. Ordering Information 4.1 The inquiry and order for material under this specifica- tion should include the following information: 4.1.1 Quantity (feet, metres, or number of lengths), 4.1.2 Name of material (steel pipe, electric-fusionwelded), 4.1.3 Specification number, 4.1.4 Grade and class designations (see 1.3), 4.1.5 Size (inside or outside diameter, nominal or minimum wall thickness), 4.1.6 Length (specific or random), 4.1.7 End finish (11.4), 4.1.8 Purchase options, if any (see 5.2.3 and 11.3 of this specification. See also Specification A 530/A 530M), 4.1.9 Supplementary requirements, if any. 5. Materials and Manufacture 5.1 Materials—The steel plate material shall conform to the requirement of the applicable plate specification for the pipe grade ordered as listed in Table 1. 5.2 Welding: 5.2.1 The joints shall be double-welded, full-penetration welds made in accordance with procedures and by welders or welding operators qualified in accordance with the ASME Boiler and Pressure Vessel Code, Section IX. 5.2.2 The welds shall be made either manually or automati- cally by an electric process involving the deposition of filler metal. 5.2.3 As welded, the welded joint shall have positive reinforcement at the center of each side of the weld, but no more than 1⁄8 in. (3.2 mm). This reinforcement may be removed at the manufacturer’s option or by agreement between the manufacturer and purchaser. The contour of the reinforcement shall be smooth and the deposited metal shall be fused smoothly and uniformly into the plate surface. 5.2.4 When radiographic examination in accordance with 9.1 is to be used, the weld reinforcements shall be governed by the more restrictive provision UW–51 of Section VIII of the ASME Boiler and Pressure Vessel Code instead of 5.2.3 of this specification. 5.3 Heat Treatment—All classes other than 10, 11, 12, and 13 shall be heat treated in furnace controlled to 6 25 °F (6 14 °C) and equipped with a recording pyrometer so that heating 4 Available from American Society of Mechanical Engineers (ASME), ASME International Headquarters, Three Park Ave., New York, NY 10016-5990. TABLE 1 Plate Specifications Pipe Grade Type of Steel ASTM Specification No. Grade CA 55 plain carbon A 285/A 285M C CB 60 plain carbon, killed A 515/A 515M 60 CB 65 plain carbon, killed A 515/A 515M 65 CB 70 plain carbon, killed A 515/A 515M 70 CC 60 plain carbon, killed, fine grain A 516/A 516M 60 CC 65 plain carbon, killed, fine grain A 516/A 516M 65 CC 70 plain carbon, killed, fine grain A 516/A 516M 70 CD 70 manganese-silicon, normalized A 537/A 537M 1 CD 80 manganese-silicon, quenched and tempered A 537/A 537M 2 CF 65 nickel steel A 203/A 203M A CF 70 nickel steel A 203/A 203M B CF 66 nickel steel A 203/A 203M D CF 71 nickel steel A 203/A 203M E CG 100 9 % nickel A 353/A 353M CH 100 9 % nickel A 553/A 553M 1 CJ 101 alloy steel, quenched and tempered A 517/A 517M A CJ 102 alloy steel, quenched and tempered A 517/A 517M B CJ 103 alloy steel, quenched and tempered A 517/A 517M C CJ 104 alloy steel, quenched and tempered A 517/A 517M D CJ 105 alloy steel, quenched and tempered A 517/A 517M E CJ 106 alloy steel, quenched and tempered A 517/A 517M F CJ 107 alloy steel, quenched and tempered A 517/A 517M G CJ 108 alloy steel, quenched and tempered A 517/A 517M H CJ 109 alloy steel, quenched and tempered A 517/A 517M J CJ 110 alloy steel, quenched and tempered A 517/A 517M K CJ 111 alloy steel, quenched and tempered A 517/A 517M L CJ 112 alloy steel, quenched and tempered A 517/A 517M M CJ 113 alloy steel, quenched and tempered A 517/A 517M P CK 75 carbon-manganese-silicon A 299/A 299M CP65 alloy steel, age hardening, normalized and precipitation heat treated A 736/A 736M 2 CP75 alloy steel, age hardening, quenched and precipitation heat treated A 736/A 736M 3 A 671 – 06 2 Copyright by ASTM Int'l (all rights reserved); Reproduction authorized per License Agreement with Monique Tyree (ASTMIHS Account); Tue May 23 12:17:55 EDT 2006 Copyright ASTM International Provided by IHS under license with ASTM Not for ResaleNo reproduction or networking permitted without license from IHS --`,,```,,,,````-`-`,,`,,`,`,,`--- records are available. Heat treating after forming and welding shall be to one of the following: 5.3.1 Classes 20, 21, 22, and 23 pipe shall be uniformly heated within the post-weld heat-treatment temperature range indicated in Table 2 for a minimum of 1 h/in. of thickness or for 1 h, whichever is greater. 5.3.2 Classes 30, 31, 32, and 33, pipe shall be uniformly heated to a temperature in the austenitizing range and not exceeding the maximum normalizing temperature indicated in Table 2 and subsequently cooled in air at room temperature. 5.3.3 Classes 40, 41, 42, and 43 pipe shall be normalized in accordance with 5.3.2. After normalizing, the pipe shall be reheated to the tempering temperature indicated in Table 2 as a minimum and held at temperature for a minimum of 1⁄2 h/in. of thickness or for 1⁄2 h, whichever is greater, and air cooled. 5.3.4 Classes 50, 51, 52, and 53 pipe shall be uniformly heated to a temperature in the austenitizing range, and not exceeding the maximum quenching temperature indicated in Table 2 and subsequently quenched in water or oil. After quenching, the pipe shall be reheated to the tempering tem- perature indicated in Table 2 as a minimum and held at that temperature for a minimum of 1⁄2 h/in. of thickness or for 1⁄2 h, whichever is greater, and air cooled. 5.3.5 Classes 60, 61, 62, and 63 pipe shall be normalized in accordance with 5.3.2. After normalizing, the pipe shall be precipitation heat treated in the range shown in Table 2 for a time to be determined by the manufacturer. 5.3.6 Classes 70, 71, 72, and 73 pipe shall be uniformly heated to a temperature in the austenitizing range, not exceed- ing the maximum quenching temperature indicated in Table 2, and subsequently quenched in water or oil. After quenching the pipe shall be reheated into the precipitation heat treating range indicated in Table 2 for a time to be determined by the manufacturer. 6. General Requirements for Delivery General Requirements for Delivery 6.1 Material furnished to this specification shall conform to the applicable requirements of the current edition of Specifi- cation A 530/A 530M unless otherwise provided herein. 7. Chemical Composition 7.1 Product Analysis of Plate—The pipe manufacturer shall make an analysis of each mill heat of plate material. The product analysis so determined shall meet the requirements of the plate specification to which the material was ordered. 7.2 Product Analyses of Weld—The pipe manufacturer shall make an analysis of finished deposited weld material from each 200 ft (61 m) or fraction thereof. Analyses shall conform to the welding procedure for deposited weld metal. TABLE 2 Heat Treatment Parameters Pipe GradeA ASTM Specification and Grade Post-Weld Heat-Treatment Temperature Range °F (°C) Normalizing Temperature, max, °F (°C) Quenching Temperature, max, °F (°C) Tempering Temperature, min, °F (°C) Precipitation Heat Treatment Temperature Range °F (°C) CA 55 A 285/A 285M (C) 1100–1250 (590–680) 1700 (925) ... ... ... CB 60 A 515/A 515M (60) 1100–1250 (590–680) 1750 (950) ... ... ... CB 65 A 515/A 515M (65) 1100–1250 (590–680) 1750 (950) ... ... ... CB 70 A 515/A 515M 1100–1250 (590–680) 1750 (950) ... ... ... CC 60 A 516/A 516M (60) 1100–1250 (590–680)B 1700 (925) 1650 (900) 1200 (650)C ... CC 65 A 516/A 516M (65) 1100–1250 (590–680)B 1700 (925) 1650 (900) 1200 (650) ... CC 70 A 516/A 516M (70) 1100–1250 (590–680)B 1700 (925) 1650 (900) 1200 (650) ... CD 70 A 537/A 537M (1) 1100–1250 (590–680) 1700 (925) ... ... ... CD 80 A 537/A 537M (2) 1100–1250 (590–680)B ... 1650 (900) 1100 (590) ... CF 65 A 203/A 203M (A) 1100–1175 (590–635) 1750 (950) ... ... ... CF 70 A 203/A 203M (B) 1100–1175 (590–635) 1750 (950) ... ... ... CF 66 A 203/A 203M (D) 1100–1175 (590–635) 1750 (950) ... ... ... CF 71 A 203/A 203M (E) 1100–1175 (590–635) 1750 (950) ... ... ... CG 100 A 353/A 353M 1025–1085 (550–580) 1650 (900) ... 1050 (560) ... CH 100 A 553/A 553M 1025–1085 (550–580) 1650 (900) ... 1050 (560) ... CJ 101 A 517/A 517M (A) 1000–1100 (540–590) ... 1725 (940)D 1150 (620) ... CJ 102 A 517/A 517M (B) 1000–1100 (540–590) ... 1725 (940)D 1150 (620) ... CJ 103 A 517/A 517M (C) 1000–1100 (540–590) ... 1725 (940)D 1150 (620) ... CJ 104 A 517/A 517M (D) 1000–1100 (540–590) ... 1725 (940)D 1150 (620) ... CJ 105 A 517/A 517M (E) 1000–1100 (540–590) ... 1725 (940)D 1150 (620) ... CJ 106 A 517/A 517M (F) 1000–1100 (540–590) ... 1725 (940)D 1150 (620) ... CJ 107 A 517/A 517M (G) 1000–1100 (540–590) ... 1725 (940)D 1150 (620) ... CJ 108 A 517/A 517M (H) 1000–1100 (540–590) ... 1725 (940)D 1150 (620) ... CJ 109 A 517/A 517M (J) 1000–1100 (540–590) ... 1725 (940)D 1150 (620) ... CJ 110 A 517/A 517M (K) 1000–1100 (540–590) ... 1725 (940)D 1150 (620) ... CJ 111 A 517/A 517M (L) 1000–1100 (540–590) ... 1725 (940)D 1150 (620) ... CJ 112 A 517/A 517M (M) 1000–1100 (540–590) ... 1725 (940)D 1150 (620) ... CJ 113 A 517/A 517M (P) 1000–1100 (540–590) ... 1725 (940)D 1150 (620) ... CK 75 A 299/A 299M 1100–1250 (590–680) 1700 (925) ... ... ... CP65 A 736/A 736M (2) 1000–1175 (540–635) 1725 (940) ... ... 1000–1200 (540–650) CP75 A 736/A 736M (3) 1000–1175 (540–635) ... 1725 (940) ... 1000–1225 (540–665) A Numbers indicate minimum tensile strength in ksi. B In no case shall the post-weld heat-treatment temperature exceed the mill tempering temperature. C Tempering range 1100 to 1300 (590 to 705), if accelerated cooling utilized per Specification A 516/A 516M. D Per ASME Section VIII Specification A 517/A 517M specified 1650 (900) minimum quenching temperature. A 671 – 06 3 Copyright by ASTM Int'l (all rights reserved); Reproduction authorized per License Agreement with Monique Tyree (ASTMIHS Account); Tue May 23 12:17:55 EDT 2006 Copyright ASTM International Provided by IHS under license with ASTM Not for ResaleNo reproduction or networking permitted without license from IHS - - ` , , ` ` ` , , , , ` ` ` ` - ` - ` , , ` , , ` , ` , , ` - - - 7.3 Analysis may be taken from the mechanical test speci- mens. The results of the analyses shall be reported to the purchaser. 8. Mechanical Requirements 8.1 Tension Test: 8.1.1 Requirements——Transverse tensile properties of the welded joint shall meet the minimum requirements for ultimate tensile strength of the specified plate material. In addition for Grades CD and CJ, when these are of Class 3x, 4x, or 5x, and Grade CP of Class 6x and 7x, the transverse tensile properties of the base plate shall be determined on specimens cut from the heat-treated pipe. These properties shall meet the mechanical test requirements of the plate specification. 8.1.2 Number of Tests—One test specimen of weld metal and one specimen of base metal, if required by 8.1.1, shall be made and tested to represent each lot of finished pipe. 8.1.3 Test Specimen Location and Orientation—The test specimens shall be taken transverse to the weld at the end of the finished pipe and may be flattened cold before final machining to size. 8.1.4 Test Method—The test specimen shall be made in accordance with QW-150 in Section IX of the ASME Boiler and Pressure Vessel Code. The test specimen shall be tested at room temperature in accordance with Test Methods and Defi- nitions A 370. 8.2 Transverse Guided Weld Bend Test: 8.2.1 Requirements—The bend test shall be acceptable if no cracks or other defects exceeding 1⁄8 in. (3.2 mm) in any direction are present in the weld metal or between the weld and the base metal after bending. Cracks that originate along the edges of the specimen during testing, and that are less than 1⁄4 in. (6.4 mm) measured in any direction shall not be considered. 8.2.2 Number of Tests—One test (two specimens) shall be made to represent each lot of finished pipe. 8.2.3 Test Specimen Location and Orientation—Two bend test specimens shall be taken transverse to the weld at the end of the finished pipe. As an alternative, by agreement between the purchaser and the manufacturer, the test specimens may be taken from a test plate of the same material as the pipe, the test plate being attached to the end of the cylinder and welded as a prolongation of the pipe longitudinal seam. 8.2.4 Test Method—The test requirements of A 370, S9.1.7 shall be met. For wall thicknesses over 3⁄8 in. (9.5 mm) but less than 3⁄4 in. (19.0 mm) side-bend tests may be made instead of the face and root-bend tests. For wall thicknesses 3⁄4 in. and over both specimens shall be subjected to the side-bend test. 8.3 Pressure Test—Classes X2 and X3 pipe shall be tested in accordance with Specification A 530/A 530M, Section 6. 9. Radiographic Examination 9.1 The full length of each weld of Classes X1 and X2 shall be radiographically examined in accordance with and meet the requirements of ASME Boiler and Pressure Vessel Code, Section VIII, Paragraph UW–51. 9.2 Radiographic examination may be performed prior to heat treatment. 10. Rework 10.1 Elimination of Surface Imperfections—Unacceptable surface imperfections shall be removed by grin
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