1、Designation: F1043 16F1043 16aStandard 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,
2、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 protective coating requirements for industrial steel fence fram
3、ework. 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 inf
4、ormation, 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 whendetermi
5、ning 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 state
6、d 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
7、Steel 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
8、by 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 Pract
9、ice 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 Feb. 1, 2016June 1, 2016. Published February 2016June 2016. Originally approved in 1995. Last previous edition approved in 20142016 asF1043 - 14.F104
11、3 - 16. DOI: 10.1520/F1043-16.10.1520/F1043-16A.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 f
12、rom 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.
13、 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 International,
14、100 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 ma
15、terial 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 sho
16、wn 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 definiti
17、ons 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 applica
18、ble, in accordance with Specification F934,4.1.4 Material group (IA, IC, 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 orders
19、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 are d
20、escribed. 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 Industri
21、al 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 Spec
22、ification 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 16a2TABLE 3 Summary of Requirements for Heavy Industrial and Light Industrial/Commer
23、cial 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 Min
24、imum 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(205
25、 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)3.500 in.(89.9 mm)Line Post and Terminal 0.216 in.(5.49 mm)7.58 lb/ft(11.3 kg/m)30000 psi(205 Mpa)50000 psi(344 Mpa)4.000 in.(102 mm)Line Post and Terminal 0.226 in.
26、(5.7 mm)9.12 lb/ft(13.6 kg/m)30000 psi(205 Mpa) Not Available4.500 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)TABLE 1 Pipe Diameter TerminologyTrade Size,in. (mm) Actual Outside Diameterin. mm138 (33.40) 1.315 33.40158 (42.16) 1.660
27、 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 Fence Framework Materials DesignMaterial Description of
28、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 ICRound Steel Pipe(Electric ResistanceWelded Pipe)Steel pipe shall be produced in accordance with com-mercial s
29、tandards. 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
30、 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 than 13 the width of the flat element be-ing stiffened. Gro
31、up 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 meetsthe strength and stiffness criteria of (Heavy Industrial) o
32、r(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 16a35.563 in.(141.3 mm)Line Post and Terminal 0.258 in.(6.55 mm
33、)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)50000 psi(344 Mpa)Note: Group IA mate
34、rial 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 be Special High Grade per ASTM B6.1.2 O
35、.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/ft2 610 g/m2) minimum average.TABLE 3
36、 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 Thickness Weight Minimum Yield (psi)1.660 in.
37、 (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) 50000 psi (344 MPa)2.875 in. (73 mm) Line P
38、ost 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 kg/m) 50 000 psi (344 MPa)4.500 in. (11
39、4.3 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.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.
40、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 material and thickness
41、of base coating.2. 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 coating, 0.3 mils (0.0076 mm) mi
42、nimum coverage.F1043 16a4TABLE 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 in. (31.7 mm)C=0.375
43、 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.
44、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 lb/ft (6.70 kg/m) 60 000 psi (413 MPa)See Figure 1. for Definition of Dim
45、ensional Terms: A, B, C, R, TF1043 16a5TABLE 3 Group II-L Summary of Requirements for Hot Dipped Roll-Formed Material Light IndustrialReferenceSpecificationsSteelA1011/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.
46、5 mm)R=0.1875 in. (4.76 mm)Rails and Braces 0.80 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=0.25 in. (6.4 mm)Line Post 0.105 in. (2.67 mm) 1.85 lb/ft (2.75 kg/m) 50 000 psi (344 MPa)A=1.875 in. (47.6 mm)B=1.625 in. (41.2
47、mm)C=0.5625 in. (14.3 mm)R=0.25 in. (6.4 mm)Line Post 0.121 in. (3.1 mm) 2.40 lb/ft (3.57 kg/m) 50 000 psi (344 MPa)See Figure 1. for Definition of Dimensional Terms: A, B, C, R, T1. Group II and II-L Roll-Formed Protective Zinc CoatingA1.1 II and II-L Coating Zinc 2.00 oz/ft2 (610 g/m2) minimum ave
48、rage coating in accordance with Specification A123/A123M; or zinc coated in accordance withSpecification A653A653M for roll-formed shapes, including longitudinal (vertical) edges with a 4.0 oz/ft2 (1220 g/m2), total both sides.Specification A653/A653M for roll-formed shapes, including longitudinal (
49、vertical) edges with a 4.0 oz/ft2 (1220 g/m2), total both sides.Description Performance Criteria for Alternative ProductsThe performance criterion for Alternative Products is stated in: F1043, Table 2Group IV/IV_L Alternative Design.5. Strength Requirements6. Strength calculationsIf requested it is the producers responsibility to provide information for which Group of material this is an alternative product.The alternative product shall me et or exceed the s trength and coating requirements of the referenced Group material.TABLE 3A Gui
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