ASTM F1043-2008 Standard Specification for Strength and Protective Coatings on Steel Industrial Chain Link Fence Framework《金属工业链护栏框架强度和保护镀层的标准规范》.pdf

1、Designation: F 1043 08Standard Specification forStrength and Protective Coatings on Steel Industrial ChainLink Fence Framework1This standard is issued under the fixed designation F 1043; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revisi

2、on, 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.1. Scope1.1 This specification covers the strength and protectivecoating requirements for industrial steel chain l

3、ink fenceframework. Maximum allowable heights of framework andpost spacing are to be based on chain link fence fabric meshsize and gages, and specified wind loads. Post spacings are notto exceed 10 ft. (For additional information, see CLFMI GuideWLG2445.)1.1.1 Caution Regarding WindloadIf additives

4、to thefence, such as windscreen, inserts, or signage are required, it isadvisable to use stronger framework and fittings, to reduce theon-center spacing of posts, or to add back bracing. Factors toconsider when determining windload include the type ofscreening material to be used, area of fence to b

5、e covered andlocal wind conditions.1.2 Posts and rails may have any cross-sectional shapemeeting the requirements herein. The shapes may be formedand welded, cold formed, hot rolled, or extruded.1.3 The values in inch-pound units are to be regarded as thestandard. The values stated in SI units are f

6、or informationpurposes only.NOTE 1For aluminum-alloy extruded structural pipe and tube pleaserefer to Specification B 429.2. Referenced Documents2.1 ASTM Standards:2A 90/A 90M Test Method for Weight Mass of Coating onIron and Steel Articles with Zinc or Zinc-Alloy CoatingsA 123/A 123M Specification

7、for Zinc (Hot-Dip Galva-nized) Coatings on Iron and Steel ProductsA 653/A 653M Specification for Steel Sheet, Zinc-Coated(Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed)by the Hot-Dip ProcessA 875/A 875M Specification for Steel Sheet, Zinc-5 %Aluminum Alloy-Coated by the Hot-Dip ProcessA 1011/A

8、 1011M Specification for Steel, Sheet and Strip,Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy,High-Strength Low-Alloy with Improved Formability, andUltra-High StrengthB6 Specification for ZincB 429/B 429M Specification for Aluminum-Alloy ExtrudedStructural Pipe and TubeB 750 Specification

9、for GALFAN (Zinc-5 % Aluminum-Mischmetal) Alloy in Ingot Form for Hot-Dip CoatingsD 1499 Practice for Filtered Open-Flame Carbon-Arc Ex-posures of PlasticsD 3359 Test Methods for Measuring Adhesion by Tape TestE 8 Test Methods for Tension Testing of Metallic MaterialsE 376 Practice for Measuring Coa

10、ting Thickness byMagnetic-Field or Eddy-Current (Electromagnetic) Exami-nation MethodsF 552 Terminology Relating to Chain Link FencingF 934 Specification for Colors for Polymer-Coated ChainLink Fence MaterialsF 1083 Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized) Welded, for Fence

11、 StructuresF 1553 Guide for Specifying Chain Link FenceG23 Practice for Operating Light-Exposure Apparatus(Carbon-Arc Type) With and Without Water for Exposureof Nonmetallic Materials (Discontinued 2001)3G26 Practice for Operating Light-Exposure Apparatus(Xenon-Arc Type) With and Without Water for E

12、xposureof Nonmetallic Materials (Discontinued 2001)32.2 Other Documents:WLG2445 CLFMI Guide for the Selection of Line PostSpacings43. Terminology3.1 Definitions:3.1.1 postsvertical members of the fence.3.1.1.1 DiscussionEnd, corner, and pull posts are posts atwhich chain link fabric terminates. Gate

13、posts are posts towhich gates are either attached or latched. Line posts are posts1This specification is under the jurisdiction of ASTM Committee F14 on Fencesand is the direct responsibility of Subcommittee F14.40 on Chain Link Fence andWire Accessories.Current edition approved Aug. 1, 2008. Publis

14、hed October 2008. Originallyapproved in 1995. Last previous edition approved in 2006 as F 1043 - 06.2For 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 Do

15、cument Summary page onthe ASTM website.3Withdrawn.4Available from Chain Link Fence Manufacturers Institute, 10015 Old ColumbiaRoad, Suite B-215, Columbia, MD 21046, http:/www.chainlinkinfo.org.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United

16、 States.that occur in a line of fence in which the chain link fabricpasses and to which it is tied.3.1.2 railshorizontal members of the fence.3.1.2.1 DiscussionMay be top, bottom, intermediate orbrace rails.3.1.3 The dimensional terminology is shown in Fig. 1.3.1.4 The relationship of measured dimen

17、sion (usedthroughout) to trade and industry usage is shown in Table 1.3.1.5 open sectionsnon-tubular framework sections (suchas H-posts, C-posts, roll-formed top rail, and terminal posts).3.1.6 polymer coatingsexamples of some polymer coat-ings are acrylic urethane, polyurethane, polyvinyl chloride(

18、PVC), polyester, and polyolefin elastomer.3.1.7 See Terminology F 552 for definitions of other terms.4. Ordering Information4.1 Orders for steel fence framework purchased to thisspecification shall include the following information:4.1.1 Number of posts and rails by size and length,4.1.2 Type of out

19、side and inside coating (Section 7) andclass of material,4.1.3 Color, if applicable, in accordance with SpecificationF 934,4.1.4 Material group (IA, IC, IC-L, II, II-L, III, III-L) (Table2),4.1.5 Certification, if required, and4.1.6 Exception(s) to this specification, or special require-ments, if an

20、y.NOTE 2These details may be covered in whole or in any part byaccompanying the orders with design drawings and notations thereon.5. Strength Requirements5.1 It is the intent of this specification to permit thecontinuance of historically proved practice in the installation ofchain link fence systems

21、, and to provide strength requirementsfor alternative shapes and materials. Two categories are de-scribed. Heavy industrial fence represents the most rigid andmechanically durable of the commonly installed framework.Light industrial/commercial fence, as provided herein, exhibitsapproximately 80 % of

22、 the load bearing capability of heavyindustrial fence. The summary requirements and options forheavy industrial fence are given in Table 3 and those of lightindustrial/commercial fence in Table 4.5.2 Historical PracticeExperience has shown that galva-nized steel performs satisfactorily as fence post

23、s and rails iffurnished to the standard weight (Schedule 40) and nominalsizes listed in Specification F 1083. Therefore, fence posts andrails consisting of standard weight (Schedule 40) galvanizedsteel in the nominal sizes and weight per foot listed inSpecification F 1083 shall be considered in comp

24、liance withthis specification.FIG. 1 Definitions of Dimensional TermsTABLE 1 Pipe Diameter TerminologyTrade Size,in. mm Actual Outside Diameterin. mm138 33.40 1.315 33.40158 42.16 1.660 42.16178 48.26 1.900 48.26238 60.33 2.375 60.33278 73.03 2.875 73.03312 88.90 3.500 88.904 101.60 4.000 101.60412

25、114.30 4.500 114.305 127.00 5.000 1275916 141.30 5.563 141.3658 168.28 6.625 168.28858 219.08 8.625 219.08TABLE 2 Definitions of Fence Framework Materials DesignMaterial Description of MaterialGroup IARound Steel PipeSteel pipe shall be produced to conform to SpecificationF 1083, standard weight (Sc

26、hedule 40). Weight shall notvary more than 10 % 6 from that prescribed.Group IC/IC-LRound Steel Pipe(Electric ResistanceWelded Pipe)Steel pipe shall be produced in accordance withcommercial standards. Minimum yield strength shall be50 000 psi 344 MPa. Such products shall include,without seeking to l

27、imit to, cold-formed and welded pipe.Weight shall not vary more than 10 % 6 from thatprescribed.Group II/II-LRoll-Formed SteelShapes (C-Sections)Roll formed steel shapes shall be produced tocommercial standards. Minimum yield strength shall be50 000 psi 344 MPa, and 60 000 psi 413 MPa for the3.25 in

28、. 3 2.50 in. line post sections. The formed lip shallbe of the same thickness as the flat elements and shallproject no less than13 the width of the flat elementbeing stiffened. Group II products shall be designatedsuch that the strong axis is perpendicular to the line offence. Weight shall not vary

29、more than 10 % 6 from thatprescribed.Group III/III-LHot-Rolled Shapes(H Beams)Hot-rolled shapes shall meet the specified criteria andexhibit a minimum yield strength of 50 000 psi 344MPa. Weight shall not vary more than 10 % 6 from thatprescribed.Group IV/IV-LAlternate DesignAny suitable design can

30、be delivered, provided it meetsthe strength and stiffness criteria of Table 3 (HeavyIndustrial) or Table 4 (Light Industrial/Commercial) andthe producer has supplied, in a form acceptable to thepurchaser, data that demonstrates conformance with thespecification. At the producers option the methods i

31、neither Section 6 or 6.4 may be used.F 1043 082TABLE 3 Summary of Requirements for Heavy Industrial Fence FrameworkDescription Pipe Roll-Formed Hot-Formed Performance Criteria for Alternative ProductsMaterialIA IC II IIIIVSteel Steel Steel SteelReferenceSpecificationF 1083Regular Grade30 000 psiInte

32、rmediateStrength Grade50 000 psiAvailable in 5.563 in. O.D.and largerHigh Strength Grade83 000 psiA 653/A 653M,A 924/A 924M,A 1011/A 1011MA 1011/A 1011MGrade 50, OthersThe performance criterion for AlternativeProducts is as stated in: F 1043 Table 2,Group IV/IV-L Alternative Design,5. Strength Requi

33、rements,6. Strength Calculations,and if requested it is theproducers responsibility toprovide information forwhich Group of materialthis is an Alternative Product.The Alternative Product shallmeet or exceed the strengthrequirements of thereferenced Group material.MinimumYieldStrength,psi MPa30 00020

34、550 000344For Sizes 5.563 in. O.D.and Largerand 83 000 57250 00034460 00041450 00034450 000344FrameworkSee Fig. 1 forDefinitions ofDimensional TermsRail orBracesD = 1.660 in.42 mmT = 0.140 in.3.6 mm2.27 lb/ft3.38 kg/mD = 1.660 in.42 mmT = 0.111 in.2.8 mm1.84 lb/ft2.74 kg/mA = 1.625 in. 41.2 mmB = 1.

35、25 in. 31.7 mmC = 0.375 in. 9.5 mmR = 0.1875 in. 4.76 mmT = 0.80 in. 2.0 mm1.35 lb/ft 2.01 kg/mLine PostD = 1.900 in.48 mmT = 0.145 in.3.7 mm2.72 lb/ft4.05 kg/mD = 1.900 in.48 mmT = 0.120 in.3.0 mm2.28 lb/ft3.39 kg/mA = 1.875 in. 47.6 mmB = 1.625 in. 41.2 mmC = 0.5625 in. 14.3 mmR = 0.25 in. 6.4 mmT

36、 = 0.121 in. 3.1 mm2.40 lb/ft 3.39 kg/mLine orTerminalPostD = 2.375 in.60 mmT = 0.154 in.3.9 mm3.65 lb/ft5.43 kg/mD = 2.375 in.60 mmT = 0.130 in.3.3 mm3.12 lb/ft4.64 kg/mA = 2.25 in. 57.2 mmB = 1.70 in. 43.2 mmC = 0.75 in. 19.1 mmR = 0.25 in. 6.4 mmT = 0.121 in. 3.1 mm2.78 lb/ft 4.13 kg/m(Line Post

37、Only)A = 2.25 in. 57.2 mmB = 1.70 in. 43.2 mmR = 0.25 in. 6.4 mma=10T = 0.125 in. 3.2 mm3.26 lb/ft 4.85 kg/m(Line Posts Only)Line orTerminalPostD = 2.875 in.73 mmT = 0.203 in.5.2 mm5.79 lb/ft8.62 kg/mD = 2.875 in.73 mmT = 0.160 in.4 mm4.64 lb/ft6.90 kg/mA = 3.25 in. 82.6 mmB = 2.50 in. 64.0 mmC = 1.

38、00 in. 25.4 mmR = 0.25 in. 6.4 mmT = 0.130 in. 3.30 mm4.50 lb/ft 6.70 kg/m(60 000 min yield)(Line Post Only)Line orTerminalPostD = 3.5 in.89.9 mmT = 0.216 in.5.49 mm7.58 lb/ft11.3 kg/mD = 3.5 in.89.9 mmT = 0.160 in.4.06 mm5.71 lb/ft8.50 kg/mLine orTerminalPostD = 4.000 in.102 mmT = 0.226 in.5.7 mm9.

39、11 lb/ft13.56 kg/mD = 4.000 in.102 mmT = 0.160 in.4.1 mm6.56 lb/ft9.76 kg.mF 1043 083TABLE 3 ContinuedDescription Pipe Roll-Formed Hot-Formed Performance Criteria for Alternative ProductsMaterialIA IC II IIIIVSteel Steel Steel SteelLine orTerminalPostD=4.50in.114.3 mmT = 0.237 in.6.02 mm10.80 lb/ft1

40、6.1 kg/mD=4.50in.114.3 mmT = 0.220 in.5.59 mm10.07 lb/ft14.98 kg/m60 000414Line orTerminalPostD = 5.0 in.127.0 mmT = 0.180 in.4.57 mm9.27 lb/ft4.20 kg/m60 000414Line orTerminalPostD = 5.563 in.141.3 mmT = 0.258 in.6.55 mm14.63 lb/ft21.77 kg/mLine orTerminalPostD = 6.625 in.168 mmT = 0.280 in.7.11 mm

41、18.97 lb/ft28.3 kg/mTerminalPostD = 8.625 in.219.10 mmT = 0.322 in.8.18 mm28.58 lb/ft42.50 kg/mA = outside dimensionB = outside dimensionC = lipD = outside diameterR = radius at surface (max)a = flange taper (degree of angle)T = thickness (wall)See Fig. 1 fordrawings ofshapes.TABLE 4 Summary of Requ

42、irements for Light Industrial/Commercial Fence FrameworkDescription Pipe Roll-Formed Hot-Formed Performance Criteria for Alternative ProductsMaterialIC-L II-L III-L IVSteel Steel SteelReferenceSpecificationA 653/A 653M,A 924/A 924M,A 1011/A 1011MA 1011/A 1011MGrade 50, OthersMinimumYield Strength,ps

43、i MPa50 00034450 00034450 000344FrameworkSee Fig. 1 forDefinitions ofDimensional TermsSee Fig. 1 forDefinitions ofDimensional TermsSee Fig. 1 forDefinitions ofDimensional TermsBending StrengthZ 3 YStiffnessE 3 IRail orBracesD = 1.660 in.42 mmT = 0.085 in.2.16 mm1.43 lb/ft2.12 kg/mA = 1.625 in. 41.2

44、mmB = 1.25 in. 31.7 mmC = 0.375 in. 9.5 mmR = 0.1875 in. 4.76 mmT = 0.080 in. 2.0 mm1.35 lb/ft 2.01 kg/m7000 lbf-in.795 N-m3 3 106lbf-in.28.6 kPa-m4Tmin= 0.075 in. 1.9 mmF 1043 084TABLE 4 ContinuedDescription Pipe Roll-Formed Hot-Formed Performance Criteria for Alternative ProductsMaterialIC-L II-L

45、III-L IVSteel Steel SteelLine PostD = 1.900 in.48 mmT = 0.090 in.2.3 mm1.74 lb/ft2.59 kg/mA = 1.875 in. 47.6 mmB = 1.625 in. 41.2 mmC = 0.5625 in. 14.3 mmR = 0.25 in. 6.4 mmT = 0.105 in. 2.67 mm1.85 lb/ft 2.75 kg/m9800 lbf-in.1106 N-m6 3 106lbf-in.220 kPa-m4Tmin= 0.085 in. 2.15 mmLine orTerminalPost

46、D = 2.375 in.60 mmT = 0.095 in.2.4 mm2.31 lb/ft3.44 kg/mA = 1.875 in. 47.6 mmB = 1.625 in. 41.2 mmC = 0.5625 in. 14.3 mmR = 0.25 in. 6.4 mmT = 0.121 in. 3.1 mm2.40 lb/ft 3.57 kg/m(Line Post Only)16 800 lbf-in.1900 N-m10 3 106lbf-in.246 kPa-m4Tmin= 0.090 in. 2.28 mmLine orTerminalPostD = 2.875 in.73

47、mmT = 0.110 in.2.8 mm3.25 lb/ft4.84 kg/mA = 2.25 in. 57.2mmB = 1.70 in. 43.2mmR = 0.25 in. 6.4mma=10T = 0.125 in. 3.2mm3.26 lb/ft 4.85kg/m(Line Post Only)31 900 lbf-in.3606 N-m21 3 106lbf-in.2100 kPa-m4Tmin= 0.105 in. 2.66 mmTerminalPost OnlyD = 4.000 in.102 mmT = 0.160 in.4.1 mm6.56 lb/ft9.76 kg/m7

48、1 800 lbf-in.8114 N-m100 3 106lbf-in2288 kPa-m4Tmin= 0.145 in. 3.7 mmA = outsidedimensionB = outsidedimensionC = lipD = outside diameterR = radius at surface (max)a = flange taper (degree of angle)T = thickness (wall)See Fig. 1 fordrawings ofshapes.Y = yield strength, minZ = section modulusI = moment of inertiaE = modulus of elasticity5.2.1 Experience has also shown that several additionalproducts performed satisfactorily provided certain additionalrequirements are met. The nominal dimensions, minimumyield strength (Y), an