ASTM A595 A595M-2006 Standard Specification for Steel Tubes Low-Carbon or High-Strength Low-Alloy Tapered for Structural Use《建筑用锥形、高强度低合金或低碳钢管的标准规范》.pdf

《ASTM A595 A595M-2006 Standard Specification for Steel Tubes Low-Carbon or High-Strength Low-Alloy Tapered for Structural Use《建筑用锥形、高强度低合金或低碳钢管的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM A595 A595M-2006 Standard Specification for Steel Tubes Low-Carbon or High-Strength Low-Alloy Tapered for Structural Use《建筑用锥形、高强度低合金或低碳钢管的标准规范》.pdf（5页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A 595/A 595M 06Standard Specification forSteel Tubes, Low-Carbon or High-Strength Low-Alloy,Tapered for Structural Use1This standard is issued under the fixed designationA 595/A 595M; the number immediately following the designation indicates the yearof original adoption or, in the case

2、 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.This standard has been approved for use by agencies of the Department of Defense.1. Scope*1.1 This spec

3、ification covers three grades of seam-welded,round, tapered steel tubes for structural use. GradesAand B areof low-carbon steel or high-strength low-alloy steel composi-tion and Grade C is of weather-resistant steel composition.1.2 This tubing is produced in welded sizes in a range ofdiameters from

4、238 to 30 in. 60 to 762 mm inclusive. Wallthicknesses range from 0.1046 to 0.375 in. 2.66 to 9.53 mm.Tapers are subject to agreement with the manufacturer.1.3 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. The values stated ineach system may not be

5、 exact equivalents; therefore, eachsystem shall be used indepedently of the other. Combiningvalues from the two systems may result in non-conformancewith the standard.2. Referenced Documents2.1 ASTM Standards:2A 370 Test Methods and Definitions for Mechanical Testingof Steel ProductsA 588/A 588M Spe

6、cification for High-Strength Low-AlloyStructural Steel, up to 50 ksi 345 MPa Minimum YieldPoint, with Atmospheric Corrosion ResistanceA 606 Specification for Steel, Sheet and Strip, High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled, withImproved Atmospheric Corrosion ResistanceA 751 Test Methods,

7、 Practices, and Terminology forChemical Analysis of Steel ProductsG 101 Guide for Estimating the Atmospheric CorrosionResistance of Low-Alloy Steels3. Ordering Information3.1 The inquiry and order should indicate the following:3.1.1 Large and small diameters (in.) mm, length (ft) m,wall thickness (i

8、n.) mm, taper (in./ft) mm/m;3.1.2 (see Table 1 and Table 2);3.1.3 Extra test material requirements, if any; and3.1.4 Supplementary requirements, if any.4. General Requirements for Delivery4.1 Required date of shipment or date of receipt, and4.2 Special shipping instructions, if any.5. Manufacture5.1

9、 Tube steel shall be hot-rolled aluminum-semikilled orfine-grained killed sheet or plate manufactured by one or moreof the following processes: open-hearth, basic-oxygen, orelectric-furnace.5.2 Tubes shall be made from trapezoidal sheet or plate thatis preformed and then seam welded. Tubes shall be

10、brought tofinal size and properties by roll compressing cold on ahardened mandrel.6. Chemical Composition6.1 Steel shall conform to the requirements for chemicalcomposition given in Tables 1 and 3. Chemical analysis shallbe in accordance with Test Methods, Practices, and Terminol-ogy A 751.6.2 For G

11、rade C material, the atmospheric corrosion-resistance index, calculated on the basis of the chemicalcomposition of the steel, as described in Guide G 101, shall be6.0 or higher.NOTE 1The user is cautioned that the Guide G 101 predictiveequation for calculation of an atmospheric corrosion-resistance

12、index hasbeen verified only for the composition limits stated in that guide.6.3 When required by the purchase order, the manufacturershall supply guidance concerning corrosion resistance that issatisfactory to the purchaser.7. Mechanical Properties7.1 Tension Test:7.1.1 RequirementsThe material, as

13、represented by thetest specimens, shall conform to the requirements as to tensileproperties given in Table 2.1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct responsibility of SubcommitteeA01.09 on Carbon Steel Tubular

14、Products.Current edition approved March 1, 2006. Published March 2006. Originallyapproved in 1969. Last previous edition approved in 2004 as A 595 04a.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStan

15、dards volume information, refer to the standards Document Summary page onthe 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.TABLE1ChemicalRequirementsCom

16、positionbyHeatAnalysis,%ElementsGradeAGradeBGradeCCarbonSteelHSLASSHSLASCl1HSLASCl2CarbonSteelHSLASSHSLASCl1HSLASCl2A606A588/AA588/BA588/CA588/KCarbon0.0150.250.25max0.23max0.15max0.0150.250.25max0.26max0.15max0.22max0.19max0.20max0.15max0.17maxManganese0.300.901.35max1.35max1.35max0.401.351.35max1.

17、50max1.50max1.25max0.801.250.751.350.801.350.501.20Phosporous0.035max0.035max0.04max0.04max0.035max0.035max0.04max0.04maxA0.04max0.04max0.04max0.04maxSulfur0.035max0.04max0.04max0.04max0.035max0.04max0.04max0.04max0.04max0.05max0.05max0.05max0.05maxSilicon0.040maxB0.040maxB0.040maxB0.040maxB0.040max

18、B0.040maxB0.040maxB0.040maxBA0.300.650.150.500.150.400.250.50CopperC,D.0.20max0.20max0.20max.0.20max0.20max0.20maxA0.250.400.200.400.200.500.300.50ChromiumC,E.0.15max0.15max0.15max.0.15max0.15max0.15maxA0.400.650.400.700.300.500.400.70NickelC.0.20max0.20max0.20max.0.20max0.20max0.20maxA0.40max0.50ma

19、x0.250.500.40maxMolybdenumC,E.0.06max0.06max0.06max.0.06max0.06max0.06max.AAA0.10maxVanadiumF.0.008max0.01min0.01min.0.008max0.01min0.01min.0.020.100.010.100.010.10AColumbiumF.0.008max0.005min0.005min.0.008max0.005min0.005min.AAA0.0050.05Nitrogen.AAA.AAA.AluminumBAAAAAAAA.AThereisnolimit;however,the

20、analysisshallbereported.BSiliconorsiliconincombinationwithaluminummustbesufficienttoensureuniformmechanicalproperties.Theirsumshallbegreaterthanorequalto0.020%.CForHSLAsteelsthesumofcopper,nickel,chromium,andmolybdenumshallnotexceed0.50%onheatanalysis.Whenoneoftheseelementsarespecifiedbythepurchaser

21、,thesumdoesnotapply,inwhichcaseonlytheindividuallimitsoftheremainingelementsshallapply.DForHSLAsteelswhencopperisspecified,thecopperlimitisaminimumrequirement.Whencoppersteelisnotspecified,thecopperlimitisamaximumrequirement.EForSSsteelthesumofchromiumandmolybdenumshallnotexceed0.16%onheatanalysis.W

22、henoneormoreoftheseelementsarespecifiedbythepurchaser,thesumdoesnotapply,inwhichcasetheindividuallimitontheremainingunspecifiedelementshallapply.FForHSLAsteelsvanadiumandcolumbiumminimumsmaybesatisfiedseparatelyorbycombiningtheirvalues,inwhicheventthesumshallexceedthecombinedminimums.A 595/A 595M 06

23、27.1.2 Number of Tests:7.1.2.1 For coilOne or more tension tests as defined inTable 2 shall be made from the large end of one tube on each100, or fewer, tubes produced from each coil in the applicablethickness class (see Table 4).7.1.2.2 For plateOne or more tension tests as defined inTable 2 shall

24、be made from the large end of one tube on a lotproduced from a single heat of plate product of uniformthickness.7.1.3 Test Locations and OrientationsSamples shall betaken at least 1 in. 25 mm from the longitudinal seam weld.7.1.4 Test Method:7.1.4.1 Tension tests shall be made in accordance with Tes

25、tMethods and DefinitionsA 370. The yield strength correspond-ing to a permanent offset of 0.2 % of the gage length of thespecimen or to a total extension of 0.5% of the gage lengthunder load shall be determined in accordance with TestMethods and Definitions A 370.7.1.4.2 The ultimate tensile strengt

26、h shall be determined inaccordance with the Tensile Strength of Test Methods andDefinitions A 370.7.1.5 Each test shall be identified as to the heat number ofthe basic material.8. Dimensions and Tolerances8.1 LengthThe length shall be the specified length with atolerance of +34 in. 19 mm or 14 in. 6

27、 mm.8.2 DiameterThe outside diameter shall conform to thespecified dimensions with a tolerance of 6116 in. 2 mm asmeasured by girthing.8.3 Wall ThicknessThe tolerance for wall thickness exclu-sive of the weld area shall be +10 % or 5 % of the nominalwall thickness specified.8.4 StraightnessThe permi

28、ssible variation for straightnessof the tapered tube shall be 0.2 % or less of the total length.9. Rework and Retreatment9.1 In case any test fails to meet the requirements of Section7, the manufacturer may elect to retreat, rework, or otherwiseeliminate the condition responsible for failure to meet

29、 thespecified requirements. Thereafter the material remaining fromthe respective class originally represented may be tested andshall comply with all requirements of this specification.9.2 Imperfections in the outer surface, such as cracks, scabs,or excessive weld projections, shall be classed as inj

30、uriousdefects when their depth or projection exceeds 15 % of the wallthickness or when the imperfections materially affect theappearance of the tube.9.2.1 Injurious defects having a depth not in excess of 3313% of the specified wall thickness may be repaired by weldingsubject to the following condit

31、ions: (1) scabs shall be com-pletely removed by chipping or grinding to sound metal, and(2) the repair weld shall be made using suitable electrodes.9.2.2 Excessive projected weld metal shall be removed toproduce a commercial finish.10. Inspection10.1 Inspection of material shall be made as agreed up

32、onbetween the purchaser and the seller as part of the purchasecontract.11. Rejection and Rehearing11.1 Each length of tubing received from the manufacturermay be inspected by the purchaser, and if it does not meet therequirements of this specification based on the inspection andtest method as outlin

33、ed in the specification, the length may berejected and the manufacturer shall be notified. Disposition ofrejected tubing shall be a matter of agreement between themanufacturer and the purchaser.11.2 Tubing found in fabrication or in installation to beunsuitable for the intended use, under the scope

34、and require-ments of this specification, may be set aside and the manufac-turer notified. Such tubing shall be subject to mutual investi-gation as to the nature and severity of the deficiency and theforming or installation, or both, conditions involved. Disposi-tion shall be a matter for agreement.1

35、2. Certification and Reports12.1 Upon request of the purchaser in the contract or order,a manufacturers certification that the material was manufac-tured and tested in accordance with this specification togetherwith a report of the chemical and tension tests shall befurnished.13. Product Marking13.1

36、 Each tapered tube shall be legibly marked by rolling,die stamping, ink printing, or paint stenciling to show thefollowing information: thickness, taper, large diameter, smalldiameter, length, and the specification number, Grade A, B, orC.13.2 Bar CodingIn addition to the requirements in 13.1,bar co

37、ding is acceptable as a supplemental identificationmethod. The purchaser may specify in the order a specific barcoding system to be used.14. Keywords14.1 carbon steel tube; steel tubeTABLE 2 Tensile RequirementsGrade A Grade B Grade CYield point, min, ksi MPa 55 380 60 410 60 410Ultimate tensile str

38、ength, min,ksi MPa65 450 70 480 70 480Elongation in 2 in. 50 mm,min %23 21 21A 595/A 595M 063TABLE3ChemicalRequirementsCompositionbyProductAnalysis,%ElementsGradeAGradeBGradeCCarbonSteelHSLASSHSLASCl1HSLASCl2CarbonSteelHSLASSHSLASCl1HSLASCl2A606A588/AA588/BA588/CA588/KCarbon0.0120.290.29max0.27max0.

39、18max0.0120.290.29max0.29max0.18max0.26max0.23max0.24max0.18max0.21maxManganese0.260.941.40max1.40max1.40max0.351.401.40max1.40max1.40max1.3max0.721.350.671.450.721.450.421.30Phosphorous0.045max0.045max0.05max0.05max0.45max0.45max0.05max0.05maxA0.05max0.05max0.05max0.05maxSulfur0.045max0.05max0.05ma

40、x0.05max0.45max0.05max0.05max0.05max0.06max0.06max0.06max0.06max0.06maxSilicon0.040maxB0.040maxB0.040maxB0.040maxB0.40maxB0.40maxB0.40maxB0.40maxBA0.250.700.150.600.130.430.200.55Copper.0.22max0.22max0.22max.0.22max0.22max0.22maxA0.220.430.170.430.170.530.270.53Chromium.0.19max0.19max0.19max.0.19max

41、0.19max0.19maxA0.360.690.360.740.260.540.360.74Nickel.0.23max0.23max0.23max.0.23max0.23max0.23maxA0.43max0.53max0.220.530.43maxMolybdenum.0.07max0.07max0.07max.0.07max0.07max0.07max.AAA0.11maxVanadiumC.0.018max0.00min0.00min.0.018max0.00min0.00min.0.010.110.000.110.000.11AColumbiumC.0.018max0.00min0

42、.00min.0.018max0.00min0.00min.AAA0.055maxNitrogen.AAA.AAA.AluminumBAAAAAAAA.AThereisnolimit;however,theanalysisshallbereported.BSiliconorsiliconincombinationwithaluminummustbesufficienttoensureuniformmechanicalproperties.Theirsumshallbegreaterthanorequalto0.020%.CForHSLAsteelsvanadiumandcolumbiummin

43、imumsmaybesatisfiedseparatelyorbycombiningtheirvalues,inwhicheventthesumshallexceedthecombinedminimums.A 595/A 595M 064SUMMARY OF CHANGESCommittee A01 has identified the location of selected changes to this specification since the last issue,A 595 04a, that may impact the use of this specification.

44、(Approved March 1, 2006)(1) Revised Sections 1, 3, 7, and 8 to include rationalized SIunits, creating a combined standard.(2) Revised the SI Yield point in Table 2 to 425 MPa, SIelongation to 50 mm, and elongation to whole numbers, nottenths of a percent.ASTM International takes no position respecti

45、ng the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This stand

46、ard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM Internation

47、al Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.T

48、his standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org).TABLE 4 Thickness ClassClassThicknessin. mm1 0.1046 through 0.140 2.66 through 3.562 0.141 through 0.190 3.58 through 4.833 0.191 through 0.280 4.85 through 7.114 0.281 through 0.375 7.14 through 9.53A 595/A 595M 065