ASTM A1085 A1085M-2015 Standard Specification for Cold-Formed Welded Carbon Steel Hollow Structural Sections (HSS)《冷成型焊接碳钢中空结构截面 (HSS) 的标准规格》.pdf

《ASTM A1085 A1085M-2015 Standard Specification for Cold-Formed Welded Carbon Steel Hollow Structural Sections (HSS)《冷成型焊接碳钢中空结构截面 (HSS) 的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM A1085 A1085M-2015 Standard Specification for Cold-Formed Welded Carbon Steel Hollow Structural Sections (HSS)《冷成型焊接碳钢中空结构截面 (HSS) 的标准规格》.pdf（5页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A1085/A1085M 15Standard Specification forCold-Formed Welded Carbon Steel Hollow StructuralSections (HSS)1This standard is issued under the fixed designation A1085/A1085M; the number immediately following the designation indicates theyear of original adoption or, in the case of revision,

2、 the year of last revision. A number in parentheses indicates the year of lastreapproval. A superscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This specification covers cold-formed welded carbonsteel hollow structural sections (HSS) for welded or

3、boltedconstruction. These shapes are utilized in but not limited to thefollowing applications: buildings, bridges, towers, cranes, signsupports and poles, off-shore production and drilling platforms,roll-over protective structures (ROPS), falling object protectivestructures (FOPS), and amusement rid

4、es.1.2 This HSS is produced in welded sizes with a peripheryof 88 in. 2235 mm or less, and a specified nominal wallthickness of 0.148 in. 3.8 mm or greater and 0.875 in. 22mm or less.1.3 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. Within the tex

5、t, theSI units are shown in brackets. The values stated in eachsystem may not be exact equivalents; therefore, each systemshall be used independently of the other. Combining valuesfrom the two systems may result in non-conformance with thestandard. The inch-pound units shall apply unless the “M”desi

6、gnation of this specification is specified in the order.1.4 The text of this specification contains notes and foot-notes that provide explanatory material. Such notes andfootnotes, excluding those in tables and figures, do not containany mandatory requirements.2. Referenced Documents2.1 ASTM Standar

7、ds:2A370 Test Methods and Definitions for Mechanical Testingof Steel ProductsA700 Guide for Packaging, Marking, and Loading Methodsfor Steel Products for ShipmentA751 Test Methods, Practices, and Terminology for Chemi-cal Analysis of Steel ProductsA941 Terminology Relating to Steel, Stainless Steel,

8、 RelatedAlloys, and Ferroalloys2.2 Military Standard:3MIL-STD-129 Marking for Shipment and Storage2.3 Federal Standards:4Fed. Std. No. 123 Marking for ShipmentFed. Std. No. 183 Continuous Identification Marking of Ironand Steel Products2.4 AIAG Standard:5B-1 Bar Code Symbology Standard3. Terminology

9、3.1 DefinitionsFor definitions of terms used in thisspecification, refer to Terminology A941.4. Ordering Information4.1 Orders for material under this specification shall containinformation concerning as many of the following items as arerequired to describe the desired material adequately:4.1.1 Qua

10、ntity (feet metres or number of lengths),4.1.2 Name of material (cold-formed HSS),4.1.3 Size (outside diameter and wall thickness for roundHSS, and outside dimensions and wall thickness for square andrectangular HSS),4.1.4 Length (random, multiple, specific; see 12.4),4.1.5 End condition (see 17.3),

11、4.1.6 Burr removal (see 17.3),4.1.7 Certification (see Section 19),4.1.8 ASTM specification designation and year of issue,4.1.9 End use,4.1.10 Special requirements,4.1.11 Bar coding (see 20.3),4.1.12 Packing, Marking and Loading (see Section 21), and1This specification is under the jurisdiction of A

12、STM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct responsibility of SubcommitteeA01.09 on Carbon Steel Tubular Products.Current edition approved Nov. 15, 2015. Published November 2015. Originallyapproved in 2013. Last previous edition approved in 2013 as A108513. DOI:10

13、.1520/A1085_A1085M-15.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from Standardization Documen

14、ts Order Desk, DODSSP, Bldg. 4,Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http:/dodssp.daps.dla.mil.4Available from U.S. Government Printing Office Superintendent of Documents,732 N. Capitol St., NW, Mail Stop: SDE, Washington, DC 20401, http:/www.access.gpo.gov.5Available from Automo

15、tive Industry Action Group (AIAG), 26200 Lahser Rd.,Suite 200, Southfield, MI 48033, http:/www.aiag.org.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States14.1.13 Supplement

16、ary requirement, if any, including theadditional requirement called for in the supplementary require-ment.5. Process5.1 The steel shall be made by one or more of the followingprocesses: open-hearth, basic-oxygen, or electric furnace.5.2 When steels of different grades are sequentially strandcast, th

17、e steel producer shall identify the resultant transitionmaterial and remove it using an established procedure thatpositively separates the grades.6. Manufacture6.1 HSS shall be made from flat-rolled steel by the electric-resistance-welding process. The longitudinal butt joint ofwelded tubing shall b

18、e welded across its thickness. No trans-verse coil splices are permitted in the furnished product.6.2 Stress relief or annealing is permissible. If heat treat-ment is performed mechanical testing shall be conducted afterheat treatment.NOTE 1Welded HSS is normally furnished without removal of theinsi

19、de flash.7. Heat Analysis7.1 Each heat analysis shall conform to the requirementsspecified in Table 1 for heat analysis.7.2 The maximum permissible carbon equivalent shall be0.45 %. The carbon equivalent shall be based upon the heatanalysis. The required heat analysis and the carbon equivalentshall

20、be reported. The carbon equivalent shall be calculatedusing the following formula:CE 5 C1Mn!61Cr1 Mo1 V!51Ni1 Cu!158. Product Analysis8.1 When product tests are conducted the HSS shall con-form to the requirements of Table 1 for product analysis.8.2 If product analyses are made, they shall be made u

21、singtest specimens taken from two lengths of HSS from each lot of500 lengths, or fraction thereof, or two pieces of flat-rolledstock from each lot of a corresponding quantity of flat-rolledstock. Methods and practices relating to chemical analysis shallbe in accordance with Test Methods, Practices,

22、and Terminol-ogy A751. Such product analyses shall conform to the require-ments specified in Table 1 for product analysis.8.3 If both product analyses representing a lot fail toconform to the specified requirements, the lot shall be rejected.8.4 If only one product analysis representing a lot fails

23、toconform to the specified requirements, product analyses shallbe made using two additional test specimens taken from the lot.Both additional product analyses shall conform to the specifiedrequirements or the lot shall be rejected.9. Tensile Requirements9.1 The material, as represented by the test s

24、pecimen, shallconform to the requirements as to tensile properties prescribedin Table 2.10. Charpy V-Notch (CVN) Impact Requirements10.1 The material, as represented by the test specimen, shallconform to the minimum average CVN Impact Value of 25ft-lb at 40F 34 Joules at 4C, based on full-size longi

25、tudinaltest specimens. (See Test Methods and Definitions A370 foracceptance criteria for subsize specimens.)11. Flattening Test11.1 The flattening test shall be made on round HSS. Aflattening test is not required for square and rectangular HSS.11.2 For round HSS, a test specimen at least 4 in. 100 m

26、min length shall be flattened cold between parallel plates in threesteps, with the weld located 90 from the line of direction offorce. During the first step, which is a test for ductility of theweld, no cracks or breaks on the inside or outside surfaces ofthe test specimen shall be present until the

27、 distance between theplates is less than two-thirds of the specified outside diameterof the tubing. For the second step, no cracks or breaks on theinside or outside parent metal surfaces of the test specimen,except as provided for in 11.4, shall be present until thedistance between the plates is les

28、s than one-half of the specifiedoutside diameter of the tubing. During the third step, which isa test for soundness, the flattening shall be continued until thetest specimen breaks or the opposite walls of the test specimenmeet. Evidence of laminated or unsound material or of incom-plete weld that i

29、s revealed during the entire flattening test shallbe cause for rejection.11.3 Surface imperfections not found in the test specimenbefore flattening, but revealed during the first step of theflattening test, shall be judged in accordance with Section 17.TABLE 1 Chemical RequirementsElementComposition

30、, %Heat Analysis Product AnalysisCarbon, max 0.26 0.30Manganese, max 1.35 1.40Phosphorus, max 0.035 0.045Sulfur, max 0.035 0.045Aluminum, min .015 acid soluble OR.020 total Al contentSilicon #0.04 or0.15 # Si # 0.250.400 10.2 mm 1.8t to 3.0tTABLE 6 Permissible Variations in Twist for Square andRecta

31、ngular HSSSpecified Outside Large FlatDimension, in. mmMaximum Permissible Variations in Twist per3 ft of Length Twist per Meter of Lengthin. mm112 40 and under 0.050 1.3Over 112 to 212 40 to 65, incl 0.062 1.6Over 212 to 4 65 to 100, incl 0.075 1.9Over 4 to 6 100 to 150, incl 0.087 2.2Over 6 to 8 1

32、50 to 200, incl 0.100 2.5Over 8 200 0.112 2.8A1085/A1085M 15314.3 One set of CVN tests as specified in Section 16 shall bemade from a length of HSS representing each lot.14.4 The flattening test, as specified in Section 11, shall bemade on one length of round HSS from each lot.15. Retests15.1 If the

33、 results of the mechanical tests representing anylot fail to conform to the applicable requirements specified inSections 9, 10, and 11, the lot shall be rejected or retested usingadditional HSS of double the original number from the lot. Thelot shall be acceptable if the results of all such retestsr

34、epresenting the lot conform to the specified requirements.15.2 If one or both of the retests specified in 15.1 fail toconform to the applicable requirements specified in Sections 9,10, and 11, the lot shall be rejected or, subsequent to themanufacturer heat treating, reworking, or otherwise eliminat

35、-ing the condition responsible for the failure, the lot shall betreated as a new lot and tested accordingly.16. Test Methods16.1 Tension test specimens shall conform to the applicablerequirements of Test Methods and Definitions A370, AnnexA2.16.2 Tension test specimens shall be full-size longitudina

36、ltest specimens or longitudinal strip test specimens. Any longi-tudinal strip test specimens shall be taken from a location atleast 90 from the weld and shall be prepared without flatteningin the gage length. Longitudinal strip test specimens shall haveall burrs removed. Tension test specimens shall

37、 not containsurface imperfections that would interfere with proper deter-mination of the tensile properties.16.3 The yield strength corresponding to the 0.2 % strainoffset method shall be determined.16.4 CVN Impact test specimens shall conform to theapplicable requirements of Test Methods and Defini

38、tions A370.Subsize specimens are permitted in accordance with TestMethods and Definitions A370.16.5 CVN Impact test specimens shall be longitudinal. Theyshall be taken from a location at least 90 from the weld.17. Inspection17.1 All HSS shall be inspected at the place of manufactureto ensure conform

39、ance to the requirements of this specification.17.2 All HSS shall be free from defects and shall have aworkmanlike finish.17.2.1 Surface imperfections shall be classed as defectswhen their depth reduces the remaining wall thickness to lessthan 95 % of the specified wall thickness. It shall be permis

40、-sible for defects having a depth not in excess of 3313 % of thespecified wall thickness to be repaired by welding, subject tothe following conditions:17.2.1.1 The defect shall be completely removed by chip-ping or grinding to sound metal,17.2.1.2 The repair weld shall be made using a low hydro-gen

41、welding process, and17.2.1.3 The projecting weld metal shall be removed toproduce a workmanlike finish.17.2.2 Surface imperfections such as handling marks, lightdie or roll marks, or shallow pits are not considered defectsprovided that the imperfections are removable within thespecified limits on wa

42、ll thickness. The removal of such surfaceimperfections is not required. HSS shall be free of protrudingmetal on the outside surface of the weld seam.17.3 Unless otherwise specified in the purchase order,structural HSS shall be furnished with square cut ends, with theburr held to a minimum. When so s

43、pecified in the purchaseorder, the burr shall be removed on the outside diameter, insidediameter, or both.18. Rejection18.1 It shall be permissible for the purchaser to inspect HSSreceived from the manufacturer and reject any HSS that doesnot meet the requirements of this specification, based upon t

44、heinspection and test methods outlined herein. The purchasershall notify the manufacturer of any HSS that has beenrejected, and the disposition of such HSS shall be subject toagreement between the manufacturer and the purchaser.18.2 It shall be permissible for the purchaser to set aside anyHSS that

45、is found in fabrication or installation within the scopeof this specification to be unsuitable for the intended end use,based on the requirements of this specification. The purchasershall notify the manufacturer of any HSS that has been setaside. Such HSS shall be subject to mutual investigation as

46、tothe nature and severity of the deficiency and the forming orinstallation, or both, conditions involved. The disposition ofsuch HSS shall be subject to agreement between the manufac-turer and the purchaser.19. Certification19.1 When specified in the purchase order or contract, themanufacturer shall

47、 furnish to the purchaser a certificate ofcompliance stating that the product was manufactured,sampled, tested, and inspected in accordance with this speci-fication and any other requirements designated in the purchaseorder or contract, and was found to meet all such requirements.Certificates of com

48、pliance shall include the specificationnumber, year of issue, and manufacturer. If testing is notperformed by manufacturer, then the name of the testingagency shall be on the certification in addition to the itemspreviously stated.19.2 When specified in the purchase order or contract, themanufacture

49、r shall furnish to the purchaser test reports for theproduct shipped that contain the heat analyses and the results ofthe tension tests and CVN Impact tests required by thisspecification and the purchase order or contract.19.3 A signature or notarization is not required on certifi-cates of compliance or test reports; however, the documentsshall clearly identify the organization submitting them. Not-withstanding the absence of a signature, the organizationsubmitting the document is responsible for its content.19.4 A cer