ASTM F1083-2016 Standard Specification for Pipe Steel Hot-Dipped Zinc-Coated (Galvanized) Welded for Fence Structures《栅栏结构用热浸镀锌 (电镀) 焊钢管的标准规格》.pdf

《ASTM F1083-2016 Standard Specification for Pipe Steel Hot-Dipped Zinc-Coated (Galvanized) Welded for Fence Structures《栅栏结构用热浸镀锌 (电镀) 焊钢管的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM F1083-2016 Standard Specification for Pipe Steel Hot-Dipped Zinc-Coated (Galvanized) Welded for Fence Structures《栅栏结构用热浸镀锌 (电镀) 焊钢管的标准规格》.pdf（5页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: F1083 13F1083 16Standard Specification forPipe, Steel, Hot-Dipped Zinc-Coated (Galvanized) Welded,for Fence Structures1This standard is issued under the fixed designation F1083; the number immediately following the designation indicates the year oforiginal adoption or, in the case of re

2、vision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the U.S. Department of Defense.1. Scope1.1 This specifi

3、cation covers hot-dipped galvanized welded steel pipe in sizes ranging from 1.3158.625 in. (33.4 219.1 mm)219.1 mm) outside diameter (OD) inclusive, with nominal (average) wall thickness as given in Table 1 and Table 2. Pipe havingother dimensions (Note 2) may be furnished provided such pipe complie

4、s with all other requirements of this specification. Pipeordered under this specification is intended for use as a structural support for fencing in accordance with Specification F1043,Group 1A.NOTE 1Outside diameter size is designated in that fence fittings are designed to securely fit on the outsi

5、de of the pipe framework.NOTE 2A comprehensive listing of standardized pipe dimensions is contained in ANSI B 36.10.1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for informationonly.2. Referenced Documents2.1 ASTM Standards:2A90/A90

6、M Test Method for Weight Mass of Coating on Iron and Steel Articles with Zinc or Zinc-Alloy CoatingsA700 Guide for Packaging, Marking, and Loading Methods for Steel Products for ShipmentB6 Specification for ZincE8 Test Methods for Tension Testing of Metallic MaterialsE29 Practice for Using Significa

7、nt Digits in Test Data to Determine Conformance with SpecificationsF1043 Specification for Strength and Protective Coatings on Steel Industrial Fence Framework2.2 ANSI Standard:B 36.10 Welded and Seamless Wrought Steel Pipe33. Ordering Information3.1 Orders for material under this specification shal

8、l include the following as required, to describe the desired materialadequately:3.1.1 Specification designation,3.1.2 Quantity (feet, metres, or number of lengths),3.1.3 Name of material (schedule 40 steel pipe or schedule 80 steel pipe),3.1.4 Method of manufacture (electric-resistance welded or fur

9、nace welded),3.1.5 Grade (Regular or High Strength) High Strength Grade available in sizes 1.660 in. (42.2 mm) OD and larger. RegularGrade is available for all sizes.3.1.6 Type (Table 1 or Table 2),3.1.7 Size (outside diameter and weight per foot),3.1.8 Length (see Section 14),1 This specification i

10、s under the jurisdiction of Committee F14 on Fences and is the direct responsibility of Subcommittee F14.40 on Chain Link Fence and WireAccessories.Current edition approved Nov. 15, 2013Jan. 1, 2016. Published November 2013February 2016. Originally approved in 1987. Last previous edition approved in

11、 20102013as F1083 10.F1083 13. DOI: 10.1520/F1083-13.10.1520/F1083-16.2 For referencedASTM standards, visit theASTM 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

12、 website.3 Available from American National Standards Institute (ANSI), 25 W. 43rd St., 4th Floor, New York, NY 10036, http:/www.ansi.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 ve

13、rsion. Becauseit may not be technically possible to adequately depict all changes 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.Copyright ASTM Internati

14、onal, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States13.1.9 Certification (see 18.1), and3.1.10 Selection of applicable level of preservation and packaging required, if other than in accordance with Practices A700 (see20.1).4. Process4.1 The steel for welded pipe

15、shall be made by one or more of the following processes: electric-furnace, open hearth, orbasic-oxygen. The steel for welded pipe shall be of soft weldable quality.4.2 Welded pipe 4.500 in. (114.3 mm) OD and under may be butt-welded, unless otherwise specified. Welded pipe over 4.500in. (114.3 mm) O

16、D shall be electric-welded.5. Coating5.1 Pipe shall be coated with zinc inside and outside by the hot-dip process.5.2 The zinc used for the coating shall be any grade of zinc conforming to Specification B6.6. Tensile Requirements6.1 Pipe furnished to this specification shall meet the following minim

17、um tensile requirements when tested in accordance withTest Methods E8.TABLE 1 Dimensions, Nominal Weights (Plain Ends) for Standard Weight Pipe (Schedule 40)NOTE 1Pipe furnished in accordance with this table will be standard pipe. Nominal size designations are names, not dimensions, thus they are au

18、nit-less term. The dimensionless designator NPS (nominal pipe size) is referenced in this specification as it is the historical designation for schedule 40pipe. The fence framework application requires the framework fittings to fit securely on the outside of the pipe and therefore the OD, outside di

19、ameter,is the applicable dimension for this specification.NOTE 2The wall thickness is expressed in three decimal places, the fourth decimal place being carried forward or dropped, in accordance withPractice E29.NPS Trade Size O.D. Outside Diameter Wall Thickness WeightDesignator in. in. (mm) in. (mm

20、) lb/ft (kg/m)1 138 1.315 (33.4) 0.133 (3.38) 1.68 (2.5)114 158 1.660 (42.2) 0.140 (3.56) 2.27 (3.4)112 178 1.900 (48.3) 0.145 (3.68) 2.72 (4.0)2 238 2.375 (60.3) 0.154 (3.91) 3.65 (5.4)212 278 2.875 (73.0) 0.203 (5.16) 5.80 (8.6)3 312 3.500 (88.9) 0.216 (5.49) 7.58 (11.3)3 312 3.500 (88.9) 0.216 (5

21、.49) 7.58 (11.3)312 4 4.000 (101.6) 0.226 (5.74) 9.12 (13.6)312A 4A 4.000A (101.6) 0.226 (5.74) 9.12 (13.6)4 412 4.500 (114.3) 0.237 (6.02) 10.80 (16.1)5 5916 5.563 (141.3) 0.258 (6.55) 14.63 (21.77)6 658 6.625 (168.3) 0.280 (7.11) 18.99 (28.3)8 858 8.625 (219.1) 0.322 (8.18) 28.58 (42.5)A F1083 4.0

22、00” OD High Strength Schedule 40 Pipe is not available.TABLE 2 Dimensions, Nominal Weights (Plain Ends) for Extra Strong Pipe (Schedule 80)NOTE 1Pipe furnished in accordance with this table will be extra-strong pipe. Nominal size designations are names, not dimensions, thus they area unit-less term.

23、 The dimensionless designator NPS (nominal pipe size) is referenced in this specification as it is the historical designation for schedule80 pipe. The fence framework application requires the framework fittings to fit securely on the outside of the pipe and therefore the OD, outside diameter,is appl

24、icable dimension for this specification.NOTE 2The wall thickness is expressed in three decimal places, the fourth decimal place being carried forward or dropped, in accordance withPractice E29.NPS Trade Size O.D. Outside Diameter Wall Thickness WeightDesignator in. in. (mm) in. (mm) lb/ft (kg/m)1 13

25、8 1.315 (33.4) 0.179 (4.55) 2.17 (3.23)114 158 1.660 (42.2) 0.191 (4.85) 3.00 (4.47)112 178 1.900 (48.3) 0.200 (5.08) 3.63 (5.41)2 238 2.375 (60.3) 0.218 (5.54) 5.03 (7.48)212 278 2.875 (73.0) 0.276 (7.01) 7.67 (11.41)3 312 3.500 (88.9) 0.300 (7.62) 10.26 (15.27)312 4 4.000 (101.6) 0.318 (8.08) 12.5

26、2 (18.63)4 412 4.500 (114.3) 0.337 (8.56) 15.00 (22.32)5 5916 5.563 (141.3) 0.375 (9.52) 20.80 (30.94)6 658 6.625 (168.3) 0.432 (10.97) 28.60 (42.56)8 858 8.625 (219.1) 0.500 (12.70) 43.43 (64.64)F1083 1626.1.1 Tensile Strength:6.1.1.1 Regular GradeMinimum tensile strength shall be 48 000 psi (330 M

27、Pa).6.1.1.2 High Strength Grade Sch 40Minimum tensile strength shall be 60 000 psi (414 MPa).Available in sizes 1.660 in. (42.2mm) OD and larger. 4 in. (101.6 mm) OD is not available.6.1.2 Yield Strength:6.1.2.1 Regular GradeMinimum yield strength shall be30 000 psi (205 MPa).6.1.2.2 High Strength G

28、rade Sch 40Minimum yield strength shall be 50 000 psi (344 MPa).Available in sizes 1.660 in. (42.2mm) OD and larger. 4 in. (101.6 mm) OD is not available.7. Weight of Coating7.1 The weight of zinc coating shall be not less than 1.8 1.8 ozoz/ftft2 (550 g/m2), as determined from the average results of

29、the two specimens taken for test in accordance with 10.1 and not less than 1.6 oz/ft2 (490 g/m2) for either of these specimens. Theweight of coating expressed in ounces per square foot shall be calculated by dividing the total weight of zinc, inside plus outside,by the total area, inside plus outsid

30、e, of the surface coated. Each specimen shall have not less than 1.3 oz/ft2 (400 (400 gg/mm2)of zinc coating on each surface, calculated by dividing the total weight of zinc on the given surface (outside or inside) by the areaof the surface coated (outside or inside).8. Weight of Coating Test8.1 Det

31、ermine the weight of zinc coating by a strip test in accordance with Test Method A90/A90M. The total zinc on eachspecimen shall be determined in a double stripping operation.9. Test Specimens9.1 Test specimens for determination of weight of coating shall be cut approximately 4 in. (102 mm) in length

32、. Specimens oftoprail and brace material shall be taken from the ends of mill lengths. Specimens of post material shall be cut from the lengthfrom which the post is to be cut. Under no circumstances shall specimens of post material be taken after the post is cut from themill length.9.2 Tensile and y

33、ield samples shall be of sufficient length to prepare specimens for testing in accordance with Test Methods E8.10. Number of Tests10.1 Two test specimens for the determination of weight of coating shall be taken, one from each end of one length ofgalvanized pipe, selected at random from each lot of

34、500 lengths or fraction thereof of each size.10.1.1 For purposes of testing, a lot shall consist of not more than 500 lengths of pipe of the same type, grade, size, and weight.10.1.2 For electric-resistance welded pipe, one tensile test shall be made on one length of pipe from each lot of 500 length

35、s,or fraction thereof, of each size.Alength is defined as the length as ordered, except that in the case of orders for cut lengths shorterthan single random, the term lot shall apply to the lengths as rolled, prior to cutting to the required short lengths.10.1.3 For continuous-welded pipe, one tensi

36、le test shall be made on one length of pipe from each lot of 25 tons, or fractionthereof, of pipe 1.900 in. (48.3 mm) OD and smaller, and from each lot of 50 tons, or fraction thereof, of pipe 2.375 in. (60.3 mm)(60.3 mm) OD and larger.11. Retests11.1 If the weight of coating of any lot does not con

37、form to the requirements specified in Section 7, retests of two additionalpipes from the same lot shall be made, each of which shall conform to the requirements specified.12. Standard Weights12.1 The standard weights with the corresponding wall thickness for pipe of various nominal outside diameters

38、 are prescribedin Table 1 and Table 2.NOTE 3A system of standard pipe sizes has been approved by ANSI as B 36.10 that dispenses with the double-extra-strong weight and reclassifiesthe standard and extra-strong weights, substituting, therefore, schedules of wall thicknesses based on minimum pressure-

39、stress ratios. Wall thicknessescorresponding to most of these now listed as standard weight and extra-strong are incorporated in Schedules 40 and 80, respectively, of B 36.10.13. Dimensions, Mass, and Permissible Variations13.1 WeightThe weight of the pipe covered by Table 1 and Table 2 shall not va

40、ry by more than 610 % from that prescribed.NOTE 4The weight tolerance of 610 % is determined from the weights of the customary lifts of pipe as produced for shipment by the mill, dividedby the number of feet of pipe in the lift. On pipe sizes over 4.500 in. (114.3 mm) OD where individual lengths may

41、 be weighed, the weight toleranceis applicable to the individual length.F1083 16313.2 DiameterFor pipe 1.900 in. (48.3 mm) OD and under, the outside diameter at any point shall not vary more than 164 in.(0.4 mm) over nor more than 132 in. (0.8 mm) under the standard specified. For pipe 2.375 in. (60

42、.3 mm) OD and over, the outsidediameter shall not vary more than 61 % from the standard specified.13.3 ThicknessThe minimum wall thickness at any point shall not be more than 12.5 % under the nominal wall thicknessspecified.14. Lengths14.1 Lengths of toprail may be of random lengths, for example, 16

43、 ft (4.9 m) to 24 ft (7.3 m), unless otherwise specified. Postlengths shall be as noted in the purchase order or producer plans and specifications with a tolerance of 61 in. (25.4 mm).15. Workmanship, Finish, and Appearance15.1 The finished pipe shall be galvanized and reasonably straight and free o

44、f defects. Any imperfection that is deeper than1212 % of the wall thickness or violates the minimum wall shall be considered a defect. All burrs at the ends of the pipe shall beremoved.15.2 The zinc coating shall be free of voids or excessive roughness.15.3 End finish shall be plain end square cut.1

45、5.4 Posts and rails shall be one piece free of welded sections.16. Inspection and Certification16.1 All tests and inspection shall be made at the place of manufacture prior to shipment, unless otherwise specified, and shallbe so conducted as not to interfere unnecessarily with the operation of the w

46、orks.16.2 Responsibility for inspection, unless otherwise specified in the contract or purchase order, rests upon the producer. Thisincludes performance of all inspection and test requirements specified herein. Except as otherwise specified in the contract order,the producer may use their own or any

47、 other suitable facilities for the performance of the inspection and test requirements specifiedherein unless disapproved by the purchaser. The purchaser shall have the right to perform any of the inspections and tests set forthin this specification where such inspections are deemed necessary to ens

48、ure that material conforms to prescribed requirements.17. Rejection17.1 Each length of pipe received from the manufacturer may be inspected by the purchaser and, if it does not meet therequirements of this specification based on the inspection and test method as outlined in this specification, the l

49、ength may berejected and the manufacturer shall be notified. Disposition of rejected pipe shall be a matter of agreement between themanufacturer and the purchaser.17.1.1 Pipe found in fabrication or installation to be unsuitable for the intended use, under the scope and requirements of thisspecification, may be set aside and the manufacturer notified. Such pipe shall be subject to mutual investigation as to the natureand severity of the deficiency and the forming or installation, or both, conditions involved. Disposition