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    ASTM A333 A333M-2016 Standard Specification for Seamless and Welded Steel Pipe for Low-Temperature Service and Other Applications with Required Notch Toughness《低温应用和要求具有缺口韧性应用的无缝和焊.pdf

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    ASTM A333 A333M-2016 Standard Specification for Seamless and Welded Steel Pipe for Low-Temperature Service and Other Applications with Required Notch Toughness《低温应用和要求具有缺口韧性应用的无缝和焊.pdf

    1、Designation: A333/A333M 15A333/A333M 16Standard Specification forSeamless and Welded Steel Pipe for Low-TemperatureService and Other Applications with Required NotchToughness1This standard is issued under the fixed designation A333/A333M; the number immediately following the designation indicates th

    2、e yearof 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 () indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This specification2 covers nominal (average) wall

    3、 seamless and welded carbon and alloy steel pipe intended for use at lowtemperatures and in other applications requiring notch toughness. Several grades of ferritic steel are included as listed in Table 1.Some product sizes may not be available under this specification because heavier wall thickness

    4、es have an adverse effect on impactproperties.1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. Within the text, the SI unitsare shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be use

    5、dindependently of the other. Combining values from the two systems may result in non-conformance with the standard. Theinch-pound units shall apply unless the “M” designation of this specification is specified in the order.NOTE 1The dimensionless designator NPS (nominal pipe size) has been substitut

    6、ed in this standard for such traditional terms as “nominal diameter,”“size,” and “nominal size.”2. Referenced Documents2.1 ASTM Standards:3A370 Test Methods and Definitions for Mechanical Testing of Steel ProductsA999/A999M Specification for General Requirements for Alloy and Stainless Steel PipeA67

    7、1 Specification for Electric-Fusion-Welded Steel Pipe for Atmospheric and Lower TemperaturesE23 Test Methods for Notched Bar Impact Testing of Metallic MaterialsE165 Practice for Liquid Penetrant Examination for General IndustryE709 Guide for Magnetic Particle Testing2.2 ASME Boiler and Pressure Ves

    8、sel Code:4Section VIIISection IX3. Ordering Information3.1 Orders for material under this specification should include the following, as required, to describe the material adequately:3.1.1 Quantity (feet, centimetres, or number of lengths),3.1.2 Name of material (seamless or welded pipe),3.1.3 Grade

    9、 (Table 1),3.1.4 Size (NPS or outside diameter and schedule number of average wall thickness),3.1.5 Lengths (specific or random) (Section 9), (see the Permissible Variations in Length section of Specification A999/A999M),3.1.6 End finish (see the Ends section of Specification A999/A999M),1 This spec

    10、ification is under the jurisdiction ofASTM Committee A01 on Steel, Stainless Steel and RelatedAlloys and is the direct responsibility of Subcommittee A01.10on Stainless and Alloy Steel Tubular Products.Current edition approved Nov. 1, 2015March 1, 2016. Published December 2015March 2016. Originally

    11、approved in 1950. Last previous edition approved in 20132015as A333/A333MA333/A333M 15.13. DOI: 10.1520/A0333_A0333M-15.10.1520/A0333_A0333M-16.2 For ASME Boiler and Pressure Vessel Code applications see related Specification SA-333 in Section II of that Code.3 For referencedASTM standards, visit th

    12、eASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.4 Available from American Society of Mechanical Engineers (ASME), ASME International Headquarters, Tw

    13、o Park Ave., New York, NY 10016-5990, http:/www.asme.org.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes

    14、 accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr H

    15、arbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States13.1.7 Optional requirements, (see the Heat Analysis requirement in the Chemical Composition section of A999/A999M, theRepair by Welding section, and the section on Nondestructive Test Requirements),3.1.8 Test report required,

    16、(see the Certification section of Specification A999/A999M),3.1.9 Specification designation, and3.1.10 Special requirements or exceptions to this specification.3.1.11 Supplementary requirements, if any (subsize impact specimens, pipe for hydrofluoric acid alkylation service).4. Materials and Manufac

    17、ture4.1 ManufactureExcept as provided in paragraph 4.2, the pipe shall be made by the seamless or welding process with theaddition of no filler metal in the welding operation. Grade 4 shall be made by the seamless process.NOTE 2For electric-fusion-welded pipe, with filler metal added, fabricated of

    18、pressure vessel quality plates, see Specification A671.4.2 Grade 11 pipe may be produced by welding with or without the addition of filler metal. The following requirements shallapply for Grade 11 welded with the addition of filler metal.4.2.1 The joints shall be full-penetration, full fusion double

    19、-welded or single-welded butt joints employing fusion weldingprocesses as defined in “Definitions,” ASME Boiler and Pressure Vessel Code, Section IX. This specification makes no provisionfor any difference in weld quality requirements regardless of the weld joint type employed (single or double) in

    20、making the weld.Where backing strips are employed, the ring or strip material shall be the same as the plate being joined. Backing rings or stripsshall be completely removed after welding, prior to any required radiography, and the exposed weld surface shall be examinedvisually for conformance to th

    21、e requirements of 4.2.2. Welds made by procedures employing backing strips or rings which remainin place are prohibited. Welding procedures and welding operators shall be qualified in accordance withASME Boiler and PressureVessel Code, Section IX.4.2.2 The weld surface on either side of the weld may

    22、 be flush with the base plate or may have a reasonably uniform crown,not to exceed 18 in. 3 mm. Any weld reinforcement may be removed at the manufacturers option or by agreement between themanufacturer and purchaser. The contour of the reinforcement shall be reasonably smooth and free from irregular

    23、ities. Thedeposited metal shall be fused uniformly into the plate surface. No concavity of contour is permitted unless the resulting thicknessof weld metal is equal to or greater than the minimum thickness of the adjacent base metal.4.2.3 Radiographic ExaminationAll welded joints shall be fully radi

    24、ographed in accordance with the requirements of theASME Boiler and Pressure Vessel Code, Section VIII, Division 1, latest edition, paragraph UW-51.4.2.3.1 As an alternative, the welded joints may be ultrasonically examined in accordance with Appendix 12 of the ASMEBoiler and Pressure Vessel Code, Se

    25、ction VIII, Division 1.4.2.4 Repair WeldingWeld metal defects shall be repaired by removal to sound metal and repair welding if approved by thepurchaser.4.2.4.1 The repair shall be blended smoothly into the surrounding base metal surface and examined by the magnetic particleexamination in accordance

    26、 with Practice E709, or by the liquid penetrant method in accordance with Practice E165.4.2.4.2 Each repair weld of a cavity where the cavity, before repair welding, has a depth exceeding the lesser of 38 in. 9.5 mmor 10.5 % of the nominal thickness shall be radiographically examined as required for

    27、 the original welds.TABLE 1 Chemical RequirementsBElement Composition, %Grade 1A Grade 3 Grade 4 Grade 6A Grade 7 Grade 8 Grade 9 Grade 10 Grade 11Carbon, max 0.30 0.19 0.12 0.30 0.19 0.13 0.20 0.20 0.10Manganese 0.401.06A 0.310.64 0.501.05 0.291.06A 0.90 max 0.90 max 0.401.06 1.151.50 0.60 maxPhosp

    28、horus,max0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.035 0.025Sulfur, max 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.015 0.025Silicon .B 0.180.37 0.080.37 0.10 min 0.130.32 0.130.32 . 0.100.35 0.35 maxSilicon . 0.180.37 0.080.37 0.10 min 0.130.32 0.130.32 . 0.100.35 0.35 maxNickel . 3.183.82 0.470.

    29、98 0.40 max 2.032.57 8.409.60 1.602.24 0.25 max 35.037.0Chromium . . 0.441.01 0.30 max . . . 0.15 max 0.50 maxCopper . . 0.400.75 0.40 max . . 0.751.25 0.15 max .Aluminum . . 0.040.30 . . . . 0.06 max .Vanadium, max . . . 0.08 . . . 0.12 .Columbium,max. . . 0.02C . . . 0.05 .Molybdenum,max. . . 0.12

    30、 . . . 0.05 0.50 maxCobalt . . . . . . . . 0.50 maxA For each reduction of 0.01 % carbon below 0.30 %, an increase of 0.05 % manganese above 1.06 % would be permitted to a maximum of 1.35 % manganese.B Where an ellipsis (.) appears in this table, there are no reporting requirements for those element

    31、s.is no requirement and analysis for the element need not to bedetermined or reported.C By agreement between the manufacturer and the purchaser, the limit for columbium may be increased up to 0.05 % on heat analysis and 0.06 % on product analysis.A333/A333M 1624.2.5 Transverse Tension TestOne test s

    32、hall be made to represent each lot (Note 3) of finished pipe. The test specimens shallbe taken across the welded joint. The tension test results of the welded joints shall conform to the tensile properties for Grade 11in Table 2.4.2.5.1 The test specimens shall be taken from the end of the finished

    33、pipe. As an alternative, the tension test specimens maybe taken from a welded prolongation of the same material as the pipe, which is attached to the end of the pipe and welded as aprolongation of the pipe longitudinal seam.4.2.5.2 The test specimens shall be in accordance with Section IX, Part QW,

    34、paragraph QW-150 of the ASME Boiler andPressure Vessel Code and shall be one of the types shown in QW-462.1 of that code. The tension test specimen may be flattenedcold before final machining to size.4.2.6 Transverse Guided-Bend Weld TestOne transverse guided bend test (two specimens) shall be made

    35、to represent each lot(Note 3) of finished pipe.4.2.6.1 The two bend test specimens shall be taken from the weld at the end of the finished pipe.As an alternative, by agreementbetween the purchaser and the manufacturer, the test specimens may be taken from a test plate of the same material as the pip

    36、e,the test plate being attached to the end of the pipe and welded as a prolongation of the pipe longitudinal seam.4.2.6.2 The bend test shall be in accordance with QW-160 of Section IX of the ASME Boiler and Pressure Vessel Code.4.2.7 Charpy V-notch Impact TestsImpact tests on welded joints shall in

    37、clude tests on weld metal and heat affected zones andshall meet the same requirements as the base metal. (See Tables 3 and 4).4.2.7.1 Each set of weld metal impact test specimens shall be taken across the weld with the notch in the weld metal. Each testspecimen shall be oriented so that the notch is

    38、 normal to the surface of the material and one face of the specimen shall be within116 in. 1.5 mm of the surface of the material.4.2.7.2 Each set of heat affected zone impact test specimens shall be taken across the weld and of sufficient length to locate,after etching, the notch in the heat affecte

    39、d zone. The notch shall be cut approximately normal to the surface of the material in sucha manner as to include as much heat affected zone material as possible in the resulting fracture.NOTE 3The term “lot” applies to all pipe (may include more than one heat of steel) within a 316 in. 4.7 mm range

    40、of thickness and welded to theweld procedure, and when heat treated, done to the same heat-treating procedure and in the same furnace. The maximum lot size shall be 200 linear ft60 m of pipe.4.3 Heat Treatment:4.3.1 All seamless and welded pipe, other than Grades 8 and 11, shall be treated to contro

    41、l their microstructure in accordancewith one of the following methods:4.3.1.1 Normalize by heating to a uniform temperature of not less than 1500 F 815 C and cool in air or in the coolingchamber of an atmosphere controlled furnace.4.3.1.2 Normalize as in 4.3.1.1, and, at the discretion of the manufa

    42、cturer, reheat to a suitable tempering temperature.4.3.1.3 For the seamless process only, reheat and control hot working and the temperature of the hot-finishing operation to afinishing temperature range from 1550 to 1750 F 845 to 945 C and cool in air or in a controlled atmosphere furnace from anin

    43、itial temperature of not less than 1550 F 845 C.4.3.1.4 Treat as in 4.3.1.3 and, at the discretion of the manufacturer, reheat to a suitable tempering temperature.4.3.1.5 Seamless pipe of Grades 1, 6, and 10 may be heat treated by heating to a uniform temperature of not less than 1500 F815 C, follow

    44、ed by quenching in liquid and reheating to a suitable tempering temperature, in place of any of the other heattreatments provided for in 4.3.1.4.3.2 Grade 8 pipe shall be heat treated by the manufacturer by either of the following methods:4.3.2.1 Quenched and TemperedHeat to a uniform temperature of

    45、 1475 6 25 F 800 6 15 C; hold at this temperature fora minimum time in the ratio of 1 h/in. 2 min/mm of thickness, but in no case less than 15 min; quench by immersion in circulatingwater. Reheat until the pipe attains a uniform temperature within the range from 1050 to 1125 F 565 to 605 C; hold at

    46、thistemperature for a minimum time in the ratio of 1 h/in. 2 min/mm of thickness, but in no case less than 15 min; cool in air orwater quench at a rate no less than 300 F 165 C/h.4.3.2.2 Double Normalized and TemperedHeat to a uniform temperature of 1650 6 25 F 900 6 15 C; hold at thistemperature fo

    47、r a minimum time in the ratio of 1 h/in. 2 min/mm of thickness, but in no case less than 15 min; cool in air. Reheatuntil the pipe attains a uniform temperature of 1450 6 25 F 790 6 15 C; hold at this temperature for a minimum time in theratio of 1 h/in. 2 min/mm of thickness, but in no case less th

    48、an 15 min; cool in air. Reheat to a uniform temperature within therange from 1050 to 1125 F 565 to 605 C; hold at this temperature for a minimum time of 1 h/in. 2 min/mm of thickness butin no case less than 15 min; cool in air or water quench at a rate not less than 300 F 165 C/h.4.3.3 Whether to an

    49、neal Grade 11 pipe is per agreement between purchaser and supplier. When Grade 11 pipe is annealed, itshall be normalized in the range of 1400 to 1600 F 760 to 870 C.4.3.4 Material from which test specimens are obtained shall be in the same condition of heat treatment as the pipe furnished.Material from which specimens are to be taken shall be heat treated prior to preparation of the specimens.4.3.5 When specified in the order the test specimens shall be taken from full


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