ASTM F1043-2014 Standard Specification for Strength and Protective Coatings on Steel Industrial Fence Framework《钢制工业围栏框架上强度和保护涂层的标准实施规程》.pdf

《ASTM F1043-2014 Standard Specification for Strength and Protective Coatings on Steel Industrial Fence Framework《钢制工业围栏框架上强度和保护涂层的标准实施规程》.pdf》由会员分享，可在线阅读，更多相关《ASTM F1043-2014 Standard Specification for Strength and Protective Coatings on Steel Industrial Fence Framework《钢制工业围栏框架上强度和保护涂层的标准实施规程》.pdf（9页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: F1043 13F1043 14Standard 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, t

2、he 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 protective coating requirements for industrial steel fence frame

3、work. The intendeduse is for all types of fence, including but not limited to, chain link, expanded metal, wire mesh both welded and woven, PVC andwood. Consult fencing product manufacturer for post spacing requirements. Post spacings for chain link fence are not to exceed10 ft. (For additional info

4、rmation, see CLFMI Guide WLG2445.)1.1.1 Caution Regarding WindloadIf additives to the fence, such as windscreen, inserts, or signage are required, it is advisableto use stronger framework and fittings, to reduce the on-center spacing of posts, or to add back bracing. Factors to consider whendetermin

5、ing windload include the type of screening material to be used, area of fence to be covered and local wind conditions.1.2 Posts and rails may have any cross-sectional shape meeting the requirements herein. The shapes may be formed and welded,cold formed, hot rolled, or extruded.1.3 The values stated

6、 in inch-pound units are to be regarded as standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information only and are not considered standard.2. Referenced Documents2.1 ASTM Standards:2A90/A90M Test Method for Weight Mass of Coating on Iron and S

7、teel Articles with Zinc or Zinc-Alloy CoatingsB6 Specification for ZincD1499 Practice for Filtered Open-Flame Carbon-Arc Exposures of PlasticsD3359 Test Methods for Measuring Adhesion by Tape TestE8 Test Methods for Tension Testing of Metallic MaterialsE376 Practice for Measuring Coating Thickness b

8、y Magnetic-Field or Eddy-Current (Electromagnetic) Testing MethodsF552 Terminology Relating to Chain Link FencingF934 Specification for Colors for Polymer-Coated Chain Link Fence MaterialsF1083 Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized) Welded, for Fence StructuresG155 Practi

9、ce for Operating Xenon Arc Light Apparatus for Exposure of Non-Metallic Materials2.2 Other Documents:WLG2445 CLFMI Guide for the Selection of Line Post Spacings33. Terminology3.1 Definitions:3.1.1 postsvertical members of the fence.3.1.1.1 Discussion1 This specification is under the jurisdiction of

10、ASTM Committee F14 on Fences and is the direct responsibility of Subcommittee F14.40 on Chain Link Fence and WireAccessories.Current edition approved Nov. 1, 2013Oct. 1, 2014. Published November 2013October 2014. Originally approved in 1995. Last previous edition approved in 2012 asF1043 - 12.F1043

11、- 13. DOI: 10.1520/F1043-13.10.1520/F1043-14.2 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 website.3 Available from

12、 Chain Link Fence Manufacturers Institute, 10015 Old Columbia Road, Suite B-215, Columbia, MD 21046, http:/www.chainlinkinfo.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 version. Be

13、causeit 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 International, 100

14、 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1End, corner, and pull posts are posts at which fencing material terminates. Gateposts are posts to which gates are either attachedor latched. Line posts are posts that occur in a line of fence in which the fencing mater

15、ial passes and to which it is secured.3.1.2 railshorizontal members of the fence.3.1.2.1 DiscussionMay be top, bottom, intermediate or brace rails.3.1.3 The dimensional terminology is shown in Fig. 1.3.1.4 The relationship of measured dimension (used throughout) to trade and industry usage is shown

16、in Table 1.3.1.5 open sectionsnon-tubular framework sections (such as C-posts, and roll-formed top rail).3.1.6 polymer coatingsexamples of some polymer coatings are acrylic urethane, polyurethane, polyvinyl chloride (PVC),polyester, and polyolefin elastomer.3.1.7 See Terminology F552 for definitions

17、 of other terms.4. Ordering Information4.1 Orders for steel fence framework purchased to this specification 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) and class of material,4.1.3 Color, if applicable

18、, in accordance with Specification F934,4.1.4 Material group (IA, IC, IC-L, II, II-L, IV, IV-L) (Table 2),4.1.5 Certification, if required, and4.1.6 Exception(s) to this specification, or special requirements, if any.NOTE 1These details may be covered in whole or in any part by accompanying the orde

19、rs with design drawings and notations thereon.5. Strength Requirements5.1 It is the intent of this specification to permit the continuance of historically proven practice in the installation of fencesystems, and to provide strength requirements for alternative shapes and materials. Two categories ar

20、e described. Heavy Industrialfence represents the most rigid and mechanically durable of the commonly installed framework. Light Industrial/Commercialfence, as provided herein, exhibits 80 % of the load bearing capability of heavy industrial fence. The summary requirements andoptions for Heavy Indus

21、trial fence and those of Light Industrial/Commercial Fence are given in Table 3.5.2 Historical PracticeExperience has shown that galvanized steel performs satisfactorily as fence posts and rails if furnishedto the standard weight (Schedule 40, Regular Grade, 30,000 psi) and nominal sizes listed in S

22、pecification F1083. Therefore, theminimum performance criteria is based on the historical strength of Specification F1083 Schedule 40, Regular Grade, 30,000 psiminimum yield.FIG. 1 Definitions of Dimensional TermsF1043 142TABLE 3 3 Summary of Requirements for Heavy Industrial and Light Industrial/Co

23、mmercial Fence FrameworkTABLE 3 Group IASummary of Requirements for Hot Dipped, Welded Schedule 40 Regular Grade and High Strength Grade Heavy Industrial Steel PipeHot DippedReferenceSpecificationsSteel F1083 Regular Grade High Strength GradeFrameworkSize O.D.Uses Wall Thickness Weight Minimum Yield

24、 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)50000 psi(344 Mpa)1.900 in.(48 mm)Line Post 0.145 in.(3.7 mm)2.72 lb/ft(4 kg/m)30000 psi(205 Mpa)50000 psi(344 Mpa)2.375 in.(60 mm)Line Post and Terminal 0.154 in.(3.9 mm)3.65 lb/ft(5.4kg/m)30000 psi

25、(205 Mpa)50000 psi(344 Mpa)2.875 in.(73 mm)Line Post and Terminal 0.203 in.(5.2 mm)5.80 lb/ft(8.6 kg/m)30000 psi(205 Mpa)50000 psi(344 Mpa)TABLE 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

26、) 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 Fence Framework Materials DesignMaterial Description of MaterialGroup IARound Steel PipeSteel p

27、ipe 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)Steel pipe shall be produced in accordance with com-mercial standards. Minimum yield strength s

28、hall 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 ICRound Steel Pipe(Electric ResistanceWelded Pipe)Steel pipe shall be produced in accordance with com-mercial standards

29、. 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 SteelShapes (C-Sections)Roll formed steel shapes shall be produced to comm

30、er-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 than 13 the width of the flat element be-ing stiffened. Group II pr

31、oducts 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 meetsthe strength and stiffness criteria of (Heavy Industrial) or(Light

32、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 1433.500 in.(89.9 mm)Line Post and Terminal 0.216 in.(5.49 mm)7.58 lb/f

33、t(11.3 kg/m)30000 psi(205 Mpa)50000 psi(344 Mpa)4.000 in.(102 mm)Line Post and Terminal 0.226 in.(5.7 mm)9.12 lb/ft(13.6 kg/m)30000 psi(205 Mpa)50000 psi(344 Mpa)4.500 in.(114.3 mm)Line Post and Terminal 0.237 in.(6.02 mm)10.8 lb/ft(16.1 kg/m)30000 psi(205 Mpa)50000 psi(344 Mpa)5.563 in.(141.3 mm)Li

34、ne Post and Terminal 0.258 in.(6.55 mm)14.63 lb/ft(21.77 kg/m)30000 psi(205 Mpa)50000 psi(344 Mpa)6.625 in.(168 mm)Line Post and Terminal 0.280 in.(7.11 mm)18.99 lb/ft(28.3 kg/m)30000 psi(205 Mpa)50000 psi(344 Mpa)8.625 in.(219.10 mm)Terminal 0.322 in.(8.18 mm)28.58 lb/ft(42.5 kg/m)30000 psi(205 Mpa

35、)50000 psi(344 Mpa)Note: Group IA material is available in two yield strengths:IA-1. Regular GradeMinimum yield strength shall be 30 000 psi (205 Mpa)IA-2. High Strength GradeMinimum yield strength shall be 50 000 psi (344 MPa).Group IA Hot-Dipped Protective Zinc Coating:1.1 Zinc for coating shall b

36、e Special High Grade per ASTM B6.1.2 O.D. 1.8 oz/ft2 (550 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/ft2 610 g/m2) minimum average.1.5 If so specified I.D. 2.0 oz

37、/ft2 610 g/m2) minimum average.TABLE 4 3 Group IC Summary of Requirements 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 Thick

38、ness Weight Minimum Yield (psi)1.660 in. (42 mm) Rail and Braces 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) 500

39、00 psi (344 MPa)2.875 in. (73 mm) Line Post and Terminal 0.160 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

40、 kg/m) 50 000 psi (344 MPa)4.500 in. (114.3 mm) Line Post and Terminal 0.160 in. (4.1 mm) 7.42 lb/ft (11.04 kg/m) 50 000 psi (344 MPa)Group IC products are available in two types of coatings.TABLE 5 3 Group IC-L Summary of Requirements for Galvanized High Strength Material Light Industrial Steel Pip

41、eGalvanizedReferenceSpecificationsSteel-Galvnized Before Forming A653/A653M andA924/924M Steel-Galvanized After Forming A1011/1011MFramework 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)0.1

42、900 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 Terminal 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.

43、 (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 products 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

44、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 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 mater

45、ial and thickness of base coating.2. Group IC-L Galvanized Before Forming2. Group IC Galvanized After Forming2.1 Zinc for exterior coating shall be Special High 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

46、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 material and thickness ofbase coating.3. Group IC Galvanized After Forming3.1 Zinc for exterior coating shall be Special High Grade per ASTM

47、 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 coating, 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 AST

48、M 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 coating, 0.3 mils (0.0076 mm) minimum coverage.F1043 144TABLE 6 3 Group II Summary of Requirements for Hot Dipped Roll-Formed Material Heavy Industr

49、ial Roll-Formed, GalvanizedReferenceSpecificationsSteelA1011/A1011M Grade 50 OthersFramework Dimensions Uses T Weight Minimum Yield (psi)A=1.625 in. (41.2 mm)B=1.25 in. (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.