ASTM F2611-2015 Standard Guide for Design and Construction of Chain Link Security Fencing《链索安全围栏的设计和施工标准指南》.pdf

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1、Designation: F2611 11F2611 15Standard Guide forDesign and Construction of Chain Link Security Fencing1This standard is issued under the fixed designation F2611; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revis

2、ion. 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 guide provides the material and installation standards for selection in the design of a security chain link fence system.Th

3、e proper material selection, system installation and layout can substantially increase the difficulty to penetrate; thereby,increasing the intrusion delay time.1.2 This guide does not purport to address all of the physical protection security concerns. It is the responsibility of the userof this sta

4、ndard to establish the appropriate design for the level of physical protection required and determine the applicability ofregulatory requirements or limitations prior to use.1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematicalconv

5、ersions to SI units that are provided for information only and are not considered standard.1.4 It is recommended that Guide F1553 be followed for the format of this guide.2. Referenced Documents2.1 ASTM Standards:2A121 Specification for Metallic-Coated Carbon Steel Barbed WireA392 Specification for

6、Zinc-Coated Steel Chain-Link Fence FabricA491 Specification for Aluminum-Coated Steel Chain-Link Fence FabricA817 Specification for Metallic-Coated Steel Wire for Chain-Link Fence Fabric and Marcelled Tension WireA824 Specification for Metallic-Coated Steel Marcelled Tension Wire for Use With Chain

7、Link FenceF552 Terminology Relating to Chain Link FencingF567 Practice for Installation of Chain-Link FenceF626 Specification for Fence FittingsF668 Specification for Polyvinyl Chloride (PVC), Polyolefin and Other Polymer-Coated Steel Chain Link Fence FabricF900 Specification for Industrial and Comm

8、ercial Steel Swing GatesF934 Specification for Colors for Polymer-Coated Chain Link Fence MaterialsF1043 Specification for Strength and Protective Coatings on Steel Industrial Fence FrameworkF1083 Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized) Welded, for Fence StructuresF1184 Sp

9、ecification for Industrial and Commercial Horizontal Slide GatesF1345 Specification for Zinc-5 % Aluminum-Mischmetal Alloy-Coated Steel Chain-Link Fence FabricF1553 Guide for Specifying Chain Link FenceF1664 Specification for Poly(Vinyl Chloride) (PVC) and Other Conforming Organic Polymer-Coated Ste

10、el Tension Wire Usedwith Chain-Link FenceF1665 Specification for Poly(Vinyl Chloride) (PVC) and Other Conforming Organic Polymer-Coated Steel Barbed Wire UsedWith Chain-Link FenceF1712 Specification for Steel Chain-Link Fencing Materials Used for High Security ApplicationsF1910 Specification for Lon

11、g Barbed Tape ObstaclesF1911 Practice for Installation of Barbed TapeF2200 Specification for Automated Vehicular Gate Construction1 This guide is under the jurisdiction of ASTM Committee F14 on Fences and is the direct responsibility of Subcommittee F14.50 on High Security Fences and PerimeterBarrie

12、rs.Current edition approved Dec. 1, 2011July 1, 2015. Published January 2012July 2015. Originally approved in 2006. Last previous edition approved in 20062011 asF2611 - 06.F2611 - 11. DOI:10.1520/F2611-11.DOI:10.1520/F2611-15.2 For referencedASTM standards, visit theASTM website, www.astm.org, or co

13、ntactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.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 b

14、een made to the previous version. 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 docume

15、nt.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1F2656 Test Method for Crash Testing of Vehicle Security BarriersF2781 Practice for Testing Forced Entry, Ballistic and Low Impact Resistance of Security Fence Systems2.2 Chain Link Fe

16、nce Manufacturers Institute:WLG 2445 Chain Link Fence Wind Load Guide for the Selection of Line Post and Line Post Spacing3The Tested and Proven Performance of Security Grade Chain Link Fencing Systems2.3 U. S. Department of Defense:UFC 4-010-01 United Facilities Criteria, DOD Minimum Antiterrorism

17、Standards for Buildings43. Terminology3.1 Definitions, see Terminology F552.4. Summary of Practice4.1 Chain link fence systems can be designed to provide greater levels of security by selecting products and configurations thatincrease the difficulty to penetrate and in turn increase delay time. Some

18、 examples; increase the height of the fence, theconfiguration of chain link mesh size and wire gauge, securing the bottom of the fence by means of bottom rail, burying the chainlink mesh, adding barbed wire to the top or barbed tape to the top, side or bottom of the fence, selecting stronger framewo

19、rk, addingmultiple fence lines to create isolation zones, adding slats to the fencing to restrict visibility when required, and adding anti-ramcable systems to resist vehicle penetration into a protected perimeter.5. Part 1General5.1 List the scope of work included; the performance requirements of t

20、he overall project security design criteria, theperformance design criteria for the fence system, referenced contract documents, fence design and detail drawings, materialspecifications, related site work, site drawings with the specific fence layout, product and data submittals, certifications, sit

21、epreparation, contractor qualifications, warranties and the fence integration with other security products.5.1.1 Fence placement can be critical and should be well thought out and defined by the contract specifications and drawings.Placement should be coordinated with the grading plan to ensure it d

22、oes not inhibit drainage flow by location or debris buildup.5.1.2 Consideration should be given to the fence location to provide the proper offset to protect a building or provide a clearzone from trees, underbrush, buildings and structures. Qualifying Federal building sites require specified fence

23、set back distancesfrom the building in compliance with the DoD Minimum Antiterrorism Standards for Buildings, UFC 4-040-01.5.1.3 Consideration should be given during design of the fence to ensure it will properly support the application of addedintrusion detection devices. An integrated system using

24、 lighting with video surveillance requires a specific fence layout, forexample, the fence must be located to avoid blocking the view or reduce shadows.5.1.4 Signage posted along the fence line should always be a consideration.5.1.5 Review Specification F1712 for security chain link material recommen

25、dations, Practice F2781 for testing security fencesystems, and the Chain Link Fence Manufacturers Institute Tested and Proven Performance of Security Grade Chain Link FencingSystems.6. Materials and Sizes6.1 Chain Link Fabric:6.1.1 There are many chain link mesh design configurations; those to be co

26、nsidered for security fencing, in order of difficultyto penetrate are listed in Table 1.6.1.2 Select the chain link mesh configuration from Table 1; choose the type of coating required from one of the following:6.1.2.1 Zinc-Coated Steel in accordance with Specification A392, select Class 1 or Class

27、2 coating.6.1.2.2 Aluminum Coated Steel in accordance with Specification A491.6.1.2.3 Zinc-5% Aluminum-Mischmetal Alloy-Coated Steel in accordance with Specification F1345, Class 2.6.1.2.4 Polyvinyl Chloride (PVC) and other Organic Polymer-Coated Steel in accordance with Specification F668, Class 2b

28、.Select the color as listed in Specification F934.6.2 Fence Framework:6.2.1 Line PostsFences designed to provide increased security levels are generally of greater heights and utilize smaller meshsizes, both of these factors result in added wind load resistance. Line post selection and the spacing o

29、f the posts should be designedto meet the anticipated wind loads based on the site geographical location and weather conditions. Increased post sizes or specificpost spacing may be required to compensate for wind loading or increased security. The Chain Link Fence ManufacturersInstitutes, Guide for

30、the Selection of Line Posts and their Spacing, WLG 2445, guides the designer through the process to selectthe post size and post spacing. After calculating the post spacing and post dimensions select the post specification and protectivecoating from Specification F1043, Table 3, Heavy Industrial Fen

31、ce Framework or Specification F1083.3 Available from Chain Link Fence Manufacturers Institute, 10015 Old Columbia Road, Suite B-215, Columbia, MD 21046, http:/www.chainlinkinfo.org.4 Available electronically from United Facilities Criteria (UFC) Index, http:/65.204.17.188/report/doc_ufc.htmlF2611 15

32、26.2.1.1 Terminal PostsEnd, corner, or pull posts are to be in accordance with Specification F1043, Table 3, Heavy IndustrialFence Framework or Specification F1083. Select the terminal post size based on the line post size in accordance with Table 2.6.2.1.2 RailsTop, intermediate and terminal post b

33、race rails when specified shall be in accordance with Specification F1043,Table 3, Heavy Industrial Fence Framework or Specification F1083. See Specification F1043, Table 3 rails and braces forrecommended size.6.2.1.3 Polymer-coated framework, specify the type of coating in accordance with Specifica

34、tion F1043 and the color inaccordance with Specification F934.6.3 Barbed WireWhen specified, select the type and coating from one of the following:6.3.1 If metallic coated steel barbed wire, specify A121 design number 12-4-3-14R having 4- point barbs spaced 3 in. (76 mm)on center or 12-4-5-14R havin

35、g 4- point barbs spaced 5 in. (127 mm) on center.6.3.1.1 Aluminum Metallic-Coatedspecify Coating A for the strand wire and aluminum alloy barbs.6.3.1.2 Zinc Metallic-Coatedspecify Coating Type Z, Coating Class 3.6.3.1.3 Zinc-5% Aluminum-Mischmetal Alloy (Zn-5AL-MM) Metallic-Coatedspecify Coating Typ

36、e ZA, Coating Class 80.6.3.1.4 Polymer-coated barbed wire shall be in accordance with Specification F1665; specify coating type Class 2b, select barbspacing, Type I spacing at 5 in. (127 mm) on center or Type II spacing at 3 in. (76 mm) on center. The color shall match the systemin accordance with S

37、pecification F934.6.4 Barbed Tape ObstaclesBarbed tape when specified, select the diameter, design and configuration in accordance withSpecification F1910.6.5 Tension WireTension wire when specified shall match the type coating of the chain link fabric. Metallic or polymer coatedtension wire shall b

38、e a minimum of 7 gauge steel, 0.177 in. 0.177 in. (4.50 mm) diameter .diameter.6.5.1 Metallic-coated steel tension wire shall be in accordance with Specification A824. Select the type of metallic coating fromone of the following as listed in Specification A817.6.5.1.1 Type I Aluminum metallic-coated

39、 0.40 oz/ft 2 (122 (122 gg/mm2)6.5.1.2 Type II Zinc metallic-coated (galvanized), Class 4 1.20 oz/ft2 (366 g/m2)6.5.1.3 Type III Zinc-5% Aluminum-Mischmetal metallic-coated, Class 100, 1.0 oz/ft2 (305 gm2)6.5.2 Polymer-coated tension wire shall be in accordance with Specification F1664. Specify Clas

40、s 2b coating and color to matchthe fence system in accordance with Specification F934.6.6 FittingsFittings are to be in accordance with Specification F626. All fittings shall be steel having a hot dipped galvanizedcoating with a minimum 1.20 oz/ft2 (366 g/m2) of zinc coating of the surface area.6.6.

41、1 Post caps, barb arms, top rail sleeves, rail and brace rail ends and boulevard bands shall be manufactured using pressedsteel.TABLE 1 Security Chain Link Mesh ConfigurationsSecurity Chain Link Fabric Considerations Mesh Size and GaugeStandard Industrial Commercial Chain Link Mesh 2 in. mesh 9 gaug

42、eBolt cutters required for heavier 6 gauge wire 2 in. mesh 6 gaugeHeavier 6 gauge wire more difficult to cut 2 in. mesh 6 gaugeSmaller mesh size increases difficulty to climb and time to cut thru 1 34 in. mesh 9 gaugeSmaller mesh size increases difficulty to climb and time to cut through 1 34 in. me

43、sh 9 gaugeBolt cutters required for heavier 6 gauge wire 1 34 in. mesh 6 gaugeHeavier 6 gauge wire more difficult to cut 1 34 in. mesh 6 gauge1 in. mesh increases difficulty to climb and increases time to cut thru 1 in. mesh 11 gauge1 in. mesh increases difficulty to climb and increases time to cut

44、through 1 in. mesh 11 gauge9 gauge wire increases cutting time to that of 11 gauge, above 1 in. mesh 9 gaugeSmall mesh sizes eliminates finger hold for climbing 58 in. mesh 11 gaugeSmall mesh requires special equipment to cut through 12 in. mesh 11 gaugeSmall mesh with larger wire, maximum security

45、12 in. mesh 9 gaugePenetration time is increased to cut through small mesh 38 in. mesh 11 gaugeMetric Equivalents: 2 in. (50 mm,) 134 in. (44.45 mm), 1 in. (25 mm), 58 in. (16 mm), 12 in. (13 mm), 38 in. (10 mm)6ga. 0.192 in. (4.88 mm), 9 ga. 0.148 in. (3.76 mm), 11 ga. 0.120 in. (3.05 mm)TABLE 2 Se

46、curity Fence Post SelectionLine Post Description, outside diameter Terminal Post Description, outside diameter2.375 in. (60.3 mm) Diameter Pipe 2.875 in. (73.0 mm) Diameter Pipe2.25 by 1.70 in. (57.2 by 43.2 mm) C-Section 2.875 in. (73.0 mm) Diameter Pipe2.875 in. (73.0 mm) Diameter Pipe 4.000 in. (

47、101.6 mm) Diameter Pipe3.25 by 2.50 in. (82.6 by 64.0 mm) C-Section 4.000 in. (101.6 mm) Diameter Pipe4.000 in. (101.5 mm) Diameter Pipe 6.625 in. (168.3 mm) Diameter Pipe4.500 in (114.3 mm) Diameter Pipe 6.625 in. (168.3 mm) Diameter Pipe6.625 in. (168.3 mm) Diameter Pipe 6.625 in. (168.3 mm) Diame

48、ter Pipe8.625 in. (219.1 mm) Diameter Pipe 8.625 in. (219.1 mm) Diameter PipeF2611 1536.6.2 Barbed wire arms are available in various configurations to accommodate three to six strands of barbed wire, select thedesign to meet the security requirement.6.6.3 Tension and brace bands shall be 18 inch by

49、 1 in. (3.17 mm (3.17 mm by 25.4 mm) secured using 38 in. (9.5 mm)galvanized steel carriage bolts and nuts.6.6.4 Tension bars shall be in compliance with Specification F626, galvanized steel, one-piece length 2 in. (50 mm) less thanthe fabric height with a minimum zinc coating of 1.2 1.2 ozoz/ftft2 (366 g/m2). Bars for 2 in. (50 mm) and 1 34-in. (44-mm) meshshall have a minimum cross section of 316 in. (4.8 mm) by 34 in. (19 mm). Bars for 1 in. (25 mm) mesh shall have a cross sectionof 14 in. (6.4 mm) by 38 in. (9.5 mm). Small mesh 38 in. (10 m