ASTM F1043-2012 Standard Specification for Strength and Protective Coatings on Steel Industrial Fence Framework《钢铁工业栅栏框架强度和保护涂层的标准规范》.pdf

1、Designation: F1043 12Standard Specification forStrength and Protective Coatings on Steel Industrial FenceFramework1This standard is issued under the fixed designation F1043; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year

2、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 fence framework. The

3、intended use is for all types of fence, including but not limitedto, chain link, expanded metal, wire mesh both welded andwoven, PVC and wood. Consult fencing product manufacturerfor post spacing requirements. Post spacings for chain linkfence are not to exceed 10 ft. (For additional information, se

4、eCLFMI Guide WLG2445.)1.1.1 Caution Regarding WindloadIf additives 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 i

5、nclude the type ofscreening material to be used, area of fence to be 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 stated in inch-pound un

6、its are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.2. Referenced Documents2.1 ASTM Standards:2A90/A90M Test Method for Weight Mass of Coating onIron and Steel Articles with Z

7、inc or Zinc-Alloy CoatingsA123/A123M Specification for Zinc (Hot-Dip Galvanized)Coatings on Iron and Steel ProductsA653/A653M Specification for Steel Sheet, Zinc-Coated(Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed)by the Hot-Dip ProcessA924/A924M Specification for General Requirements forStee

8、l Sheet, Metallic-Coated by the Hot-Dip ProcessA1011/A1011M Specification for Steel, Sheet and Strip,Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with ImprovedFormability, and Ultra-High StrengthB6 Specification for ZincD1499 Practice for Filtered Open-Flame Carbo

9、n-Arc Expo-sures of PlasticsD3359 Test Methods for Measuring Adhesion by Tape TestE8 Test Methods for Tension Testing of Metallic MaterialsE376 Practice for Measuring Coating Thickness byMagnetic-Field or Eddy-Current (Electromagnetic) Test-ing MethodsF552 Terminology Relating to Chain Link FencingF

10、934 Specification for Colors for Polymer-Coated ChainLink Fence MaterialsF1083 Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized) Welded, for Fence StructuresF1553 Guide for Specifying Chain Link FenceG155 Practice for Operating Xenon Arc Light Apparatus forExposure of Non-Metallic M

11、aterials2.2 Other Documents:WLG2445 CLFMI Guide for the Selection of Line PostSpacings33. Terminology3.1 Definitions:3.1.1 postsvertical members of the fence.3.1.1.1 DiscussionEnd, corner, and pull posts are posts atwhich fencing material terminates. Gateposts are posts towhich gates are either atta

12、ched or latched. Line posts are poststhat occur in a line of fence in which the fencing materialpasses and to which it is secured.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. 1.1This spe

13、cification 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 Nov. 15, 2012. Published December 2012. Originallyapproved in 1995. Last previous edition approved in 2011 as F

14、1043 - 11a. DOI:10.1520/F1043-12.2For 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 Chain Link F

15、ence Manufacturers Institute, 10015 Old ColumbiaRoad, Suite B-215, Columbia, MD 21046, http:/www.chainlinkinfo.org.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States13.1.4 The relationship of measured dimension (usedthroughout) to trade

16、and industry usage is shown in Table 1.3.1.5 open sectionsnon-tubular framework sections (suchas C-posts, and roll-formed top rail).3.1.6 polymer coatingsexamples of some polymer coat-ings are acrylic urethane, polyurethane, polyvinyl chloride(PVC), polyester, and polyolefin elastomer.3.1.7 See Term

17、inology F552 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 outside and inside coating (Section 7) andclass of material,

18、4.1.3 Color, if applicable, in accordance with SpecificationF934,4.1.4 Material group (IA, IC, IC-L, II, II-L, IV, IV-L) (Table2),4.1.5 Certification, if required, and4.1.6 Exception(s) to this specification, or specialrequirements, if any.NOTE 1These details may be covered in whole or in any part b

19、yaccompanying the orders with design drawings and notations thereon.5. Strength Requirements5.1 It is the intent of this specification to permit thecontinuance of historically proven practice in the installation offence systems, and to provide strength requirements for alter-native shapes and materi

20、als. Two categories are described.Heavy Industrial fence represents the most rigid and mechani-cally durable of the commonly installed framework. LightIndustrial/Commercial fence, as provided herein, exhibits 80 %of the load bearing capability of heavy industrial fence. Thesummary requirements and o

21、ptions for Heavy Industrial fenceand those of Light Industrial/Commercial Fence are given inTable 3.5.2 Historical PracticeExperience has shown that galva-nized steel performs satisfactorily as fence posts and rails iffurnished to the standard weight (Schedule 40, Regular Grade,30,000 psi) and nomin

22、al sizes listed in Specification F1083.Therefore, the minimum performance criteria is based on thehistorical strength of Specification F1083 Schedule 40, RegularGrade, 30,000 psi minimum yield.FIG. 1 Definitions of Dimensional TermsTABLE 1 Pipe Diameter TerminologyTrade Size,in. (mm) Actual Outside

23、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 (114.30) 4.500 114.305916 (141.30) 5.563 141.3658 (168.28) 6.625 168.28858 (219.08) 8.625 219.08TABLE 2 Definitions of Fe

24、nce Framework Materials DesignMaterial Description of MaterialGroup IARound Steel PipeSteel pipe shall be produced to conform to SpecificationF1083, standard weight (Schedule 40). Weight shall notvary more than 10 % from that prescribed.Group IC/IC-LRound Steel Pipe(Electric ResistanceWelded Pipe)St

25、eel pipe shall be produced in accordance with com-mercial standards. Minimum yield strength shall be50 000 psi (344 MPa). Such products shall include, with-out seeking to limit to, cold-formed and welded pipe.Weight shall not vary more than 10 % from that pre-scribed.Group II/II-LRoll-Formed SteelSh

26、apes (C-Sections)Roll formed steel shapes shall be produced to commer-cial standards. Minimum yield strength shall be 50 000psi (344 MPa), and 60 000 psi (413 MPa) for the 3.25in. 2.50 in. line post sections. The formed lip shall beof the same thickness as the flat elements and shallproject no less

27、than13 the width of the flat element be-ing stiffened. Group II products shall be designated suchthat the strong axis is perpendicular to the line of fence.Weight shall not vary more than 10 % from that pre-scribed.Group IV/IV-LAlternate DesignAny suitable design can be delivered, provided it meetst

28、he strength and stiffness criteria of (Heavy Industrial) or(Light Industrial/Commercial) and the producer hassupplied, in a form acceptable to the purchaser, data thatdemonstrates conformance with the specification. At theproducers option the methods in either Section 6 or 6.4may be used.F1043 122TA

29、BLE 3 Summary of Requirements for Heavy Industrial and Light Industrial/Commercial Fence FrameworkTABLE 3 Group IASummary of Requirements for Hot Dipped, Welded Schedule 40 Regular Grade, Intermediate Strength Grade and High Strength 83000Grade Heavy Industrial Steel PipeHot DippedReferenceSpecifica

30、tionsSteel F1083 Regular Grade Intermediate StrengthGradeHigh Strength 83000GradeFrameworkSize O.D.Uses Wall Thickness Weight Minimum Yield Minimum Yield Minimum Yield1.660 in.(42 mm)Rail and Braces 0.140 in.(3.6 mm)2.27 lb/ft(3.4 kg/m)30000 psi(205 Mpa)83000 psi(572 Mpa)1.900 in.(48 mm)Line Post 0.

31、145 in.(3.7 mm)2.72 lb/ft(4 kg/m)30000 psi(205 Mpa)83000 psi(572 Mpa)2.375 in.(60 mm)Line Post andTerminal0.154 in.(3.9 mm)3.65 lb/ft(5.4kg/m)30000 psi(205 Mpa)83000 psi(572 Mpa)2.875 in.(73 mm)Line Post andTerminal0.203 in.(5.2 mm)5.80 lb/ft(8.6 kg/m)30000 psi(205 Mpa)83000 psi(572 Mpa)3.500 in.(89

32、.9 mm)Line Post andTerminal0.216 in.(5.49 mm)7.58 lb/ft(11.3 kg/m)30000 psi(205 Mpa)83000 psi(572 Mpa)4.000 in.(102 mm)Line Post andTerminal0.226 in.(5.7 mm)9.12 lb/ft(13.6 kg/m)30000 psi(205 Mpa)83000 psi(572 Mpa)4.500 in.(114.3 mm)Line Post andTerminal0.237 in.(6.02 mm)10.8 lb/ft(16.1 kg/m)30000 p

33、si(205 Mpa)83000 psi(572 Mpa)5.563 in.(141.3 mm)Line Post andTerminal0.258 in.(6.55 mm)14.63 lb/ft(21.77 kg/m)30000 psi(205 Mpa)50000 psi(344 Mpa)83000 psi(572 Mpa)6.625 in.(168 mm)Line Post andTerminal0.280 in.(7.11 mm)18.99 lb/ft(28.3 kg/m)30000 psi(205 Mpa)50000 psi(344 Mpa)83000 psi(572 Mpa)8.62

34、5 in.(219.10 mm)Terminal 0.322 in.(8.18 mm)28.58 lb/ft(42.5 kg/m)30000 psi(205 Mpa)50000 psi(344 Mpa)83000 psi(572 Mpa)Note: Group IA material is available in three yield strengths:IA-1. Regular GradeMinimum yield strength shall be 30 000 psi (205 Mpa)IA- 2. Intermediate Strength GradeMinimum yield

35、strength shall be 50 000 psi (344 MPa) available in 5.563 in. (141.3 mm) OD and larger.IA-3. High Strength 83 000 GradeMinimum yield strength shall be 83 000 psi (572 Mpa)Group IA Hot-Dipped Protective Zinc Coating:1.1 Zinc for coating shall be Special High Grade per ASTM B6.1.2 O.D. 1.8 oz/ft2(550

36、g/m2) minimum average in accordance with Specifications F1083.1.3 I.D. 1.8 oz/ft2(550 g/m2) minimum average in accordance with Specifications F1083.1.4 If so specified O.D. 2.0 oz/ft2610 g/m2) minimum average.1.5 If so specified I.D. 2.0 oz/ft2610 g/m2) minimum average.TABLE 3 Group IC Summary of Re

37、quirements Galvanized High Strength Material Heavy Industrial Steel PipeGalvanizedReferenceSpecificationsSteel-Galvnized Before Forming A653/A653M andA924/924M Steel-Galvanized After Forming A1011/1011MFramework Size O.D. Uses Wall Thickness Weight Minimum Yield (psi)1.660 in. (42 mm) Rail and Brace

38、s 0.111 in. (2.8 mm) 1.84 lb/ft (2.74 kg/m) 50 000 psi (344 MPa)1.900 in. (48 mm) Line Post 0.120 in. (3 mm) 2.28 lb/ft 3.39 kg/m) 50 000 psi (344 MPa)2.375 in. (60 mm) Line Post and Terminal 0.130 in. (3.3 mm) 3.12 lb/ft (4.64 kg/m) 50000 psi (344 MPa)2.875 in. (73 mm) Line Post and Terminal 0.160

39、in. (4 mm) 4.64 lb/ft (6.90 kg/m) 50 000 psi (344 MPa)3.500 in. (89.9 mm) Line Post and Terminal 0.160 in. (4.06 mm) 5.71 lb/ft (8.50 kg/m) 50 000 psi (344 MPa)4.000 in. (102 mm) Line Post and Terminal 0.160 in. (4.1 mm) 6.56 lb/ft (9.76 kg/m) 50 000 psi (344 MPa)4.500 in. (114.3 mm) Line Post and T

40、erminal 0.160 in. (4.1 mm) 7.42 lb/ft (11.04 kg/m) 50 000 psi (344 MPa)TABLE 3 Group IC-L Summary of Requirements for Galvanized High Strength Material Light Industrial Steel PipeGalvanizedReferenceSpecificationsSteel-Galvnized Before Forming A653/A653M andA924/924M Steel-Galvanized After Forming A1

41、011/1011MFramework Size Inches Uses Wall Thickness Weight Minimum Yield (psi)0.1660 in. (42 mm) Rails and Braces 0.085 in. (2.16 mm) 1.43 lb/ft (2.12 kg/m) 50000 psi (344 MPa)0.1900 in. (48 mm) Line Post 0.090 in. (2.3 mm) 1.74 lb/ft (2.59 kg/m) 50000 psi (344 MPa)2.375 in. (60 mm) Line Post and Ter

42、minal 0.095 in. (2.4 mm) 2.31 lb/ft (3.44 kg/m) 50000 psi (344 MPa)2.875 in. (73 mm) Line Post and Terminal 0.110 in. (2.8 mm) 3.25 lb/ft (4.84 kg/m) 50000 psi (344 MPa)4.000 in. (102 mm) Line Post and Terminal 0.160 in (4.1 mm) 6.56 lb/ft (9.76 kg/m) 50000 psi (344 MPa)Note: Table 3 Group IC/IC-L p

43、roducts are available in two types of coatings.1. Group IC Galvanized Before Forming1.1 Zinc for exterior coating shall be Special High Grade per ASTM B6.1.2 O.D. zinc weight to be a minimum of 0.9 oz/ft2(275 g/m2) with a verifiable verifiable polymer overcoat.1.3 I.D. zinc weight to be a minimum of

44、 0.9 oz/ft2(275 g/m2).1.4 Framework produced from galvanized steel sheet meeting Specification A653/A653M shall have exterior welded surface recoated with the sametype of material and thickness of base coating.2. Group IC-L Galvanized Before Forming2.1 Zinc for exterior coating shall be Special High

45、 Grade per ASTM B6.2.2 O.D. zinc weight to be a minimum of 0.9 oz/ft2(275 g/m2) with a verifiable polymer overcoat.2.3 I.D. zinc weight to be a minimum of 0.9 oz/ft2(275 g/m2).2.4 Framework produced from ga;vnized steel sheet shall have the exter ior welded sur face recoated with the same type of ma

46、terial and thickness ofbase coating.F1043 1233. Group IC Galvanized After Forming3.1 Zinc for exterior coating shall be Special High Grade per ASTM B6.3.2 O.D. zinc weight to be a minimum of .9 oz/ft2(275 g/m2) with a verifiable polymer overcoat.3.3 I.D. coating to be 81% nominal zinc pigmented coat

47、ing, 0.3 mils (0.0076 mm) minimum coverage.4. Group IC-L Galvanized After Forming4.1 Zinc for exterior coating shall be Special High Grade per ASTM B6.4.2 O.D. zinc weight to be a minimum of 0.9 oz/ft2(275 g/m2) with a verifiable polymer overcoat.4.3 I.D. coating to be 81% nominal zinc pigmented coa

48、ting, 0.3 mils (0.0076 mm) minimum coverage.TABLE 3 Group II Summary of Requirements for Hot Dipped Roll-Formed Material Heavy Industrial Roll-Formed, GalvanizedReferenceSpecificationsSteelA1011/A1011M Grade 50 OthersFramework Dimensions Uses T Weight Minimum Yield (psi)A=1.625 in. (41.2 mm)B=1.25 i

49、n. (31.7 mm)C=0.375 in. (9.5 mm)R=.01875 in. (4.76 mm)Rail and Braces 0.080 in. (2.0 mm) 1.35 lb/ft (2.01 kg/m) 50 000 psi (344 MPa)A=1.875 in. (47.6 mm)B=1.625 in. (41.2 mm)C=0.5625 in. (14.3 mm)R=.25 in. (6.4 mm)Line Post 0.121 in. (3 mm) 2.40 lb/ft (3.39 kg/m) 50 000 psi (344 MPa)A=2.25 in. (57.2 mm)B=1.70 in. (43.2 mm)C=0.75 in. (19.1 mm)R=.25 in. (6.4 mm)Line Post 0.121 in. (3 mm) 2.78 lb/ft (4.13 kg/m) 50 000 psi (344 MPa)A=3.25 in. (82.6 mm)B=2.50 in. (64.0 mm)C=1.00 in. (25.4 mm)R=.0.25 in. (6.4 mm)Line Post 0.130 in. (3.3 mm) 4.50