1、Designation: F567 11aStandard Practice forInstallation of Chain-Link Fence1This standard is issued under the fixed designation F567; the number immediately following the designation indicates the year of originaladoption or, in the case of revision, the year of last revision. A number in parentheses
2、 indicates the year of last reapproval. A superscriptepsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This practice covers the installation procedure for chain-link fence.1.2 This practice is intended primarily to guide thoseresponsible for or concerned with
3、 the installation of chain-linkfence.1.3 This practice does not intend to preclude any practicethat has proven equal to or given better performance undervarying conditions, that is, location, weather, intended use,materials, etc.1.4 The values stated in inch-pound units are to be regardedas standard
4、. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.5 This standard does not purport to address all of thesafety problems, if any, associated with its use. It is theresponsibility of the user of this standa
5、rd to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use. For specificprecautionary statements, see Section 13.2. Referenced Documents2.1 ASTM Standards:2F626 Specification for Fence FittingsF654 Specification for Residential Ch
6、ain Link Fence GatesF900 Specification for Industrial and Commercial SwingGatesF1184 Specification for Industrial and Commercial Hori-zontal Slide Gates3. Site Preparation3.1 The purchaser shall indicate the location of fence lines,gates, and terminal posts with suitable stakes. Stake intervalsshall
7、 not exceed 500 ft (152.5 m) or line of sight.3.2 All underground utility locations, USC that is, under normal conditions thediameter shall be four times the largest cross section of the postup to a 4 in. (101.5 mm) outside diameter and three times forlarger outside diameters. The depth shall be a m
8、inimum of 24in. (609.6 mm) plus an additional 3 in. (76.2 mm) for each 1-ft(305-mm) increase in the fence height over 4 ft (1.22 m) to amaximum total of 60 in. (1525 mm) for a fence height up to 20ft. (6.10 m).5.2 Dig or drill holes in the line of the fence in accordancewith 5.1. Forms are not neces
9、sary.5.3 Set posts in a vertical position, plumb and in line.Backfill concrete (2500 psi) (17.2 MPa) into the excavationand extend 2 in. (50 mm) above grade. An alternative methodis to stop footing 6 in. (152.4 mm) below grade to allow forcover with sod, black top, or other materials if the footings
10、 arenot in an area subject to cathodic protection. In either case,crown the concrete at its top to shed water and slope aminimum of 2 in. (50.8 mm) away from the post.5.4 The use of mechanical devices for the setting of fenceposts is acceptable under this practice, provided the mechanicalstrength in
11、 the ground is equal or superior to the strengthdeveloped by the concrete footing as recommended.5.5 When solid rock or concrete is encountered, without anoverburden of soil, set posts in the solid rock or concrete. Thedepth of the hole shall be three times the largest cross section1This practice is
12、 under the jurisdiction of ASTM Committee F14 on Fences andis the direct responsibility of Subcommittee F14.40 on Chain Link Fence and WireAccessories.Current edition approved Dec. 1, 2011. Published December 2011. Originallyapproved in 1978. Last previous edition approved in 2011 as F567 - 11. DOI:
13、10.1520/F0567-11A.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.1Copyright ASTM International, 100 Barr Har
14、bor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.of the posts. The diameter of the hole shall be12 in. (13 mm)greater than the largest cross section of the post.5.6 The use of sleeves in order to leave voids in newconcrete construction is recommended.5.7 Half-fill the void wit
15、h nonshrinkable hydraulic cementand force post to the bottom of the hole and plumb. Thoroughlywork additional grout into the hole so as to leave no voids.Crown the grout to shed water.5.8 Drive posts are to be driven by mechanical means to aminimum depth of 36 in. (914.4 mm) or 6 in. (152.4 mm)great
16、er than that called for in 5.1, for the height of fence.5.9 Where soil conditions are unstable or rock is encoun-tered, the drive post embedment must be altered to maintainstability. The depth should be in keeping with standard fenceconstruction practices for the local area or refer to 5.5.5.10 The
17、post tops must be protected to prevent distortion ofthe exposed end. The use of a drive cap is recommended.5.11 Residential Swing Gate Posts:5.11.1 See Table 1.5.12 Industrial and Commercial Swing Gate Posts:5.12.1 See Table 2.5.13 Cantilever Slide Gate Posts (Specification F1184, TypeII)Refer to Sp
18、ecification F1184, Type II Cantilever SlideGates, for post setting requirements.5.14 Overhead Slide Gate Posts (Specification F1184, TypeI)Refer to Specification F1184, Type I Overhead Slide Gates,for post setting requirements.6. Bracing and Middle Rail6.1 No braces are required on fabric 6 ft (1.83
19、 m) high orless where the top rail is specified. On all fabric over 6 ft,braces are required. With fabric equal to or greater than 12 ft(3.66 m) in height, a middle rail is recommended and requiredwhen specified. Braces are required on all terminals regardlessof height, on fences installed without a
20、 top rail.6.2 Securely fasten diagonal braces to the terminal post andthe adjacent line post or its footing or a footing of equal size.There shall be no more than a 50 angle between the brace andthe ground. Securely fasten horizontal braces with truss rods tothe adjacent line post and terminal posts
21、.6.3 When the top rail is used, attach the brace at the halfwaypoint of the terminal post above grade and, when the top rail isomitted, at the two-thirds point above grade.7. Top Rail and Tension Wire7.1 Support the top rail at each post so that a continuousbrace from end to end of each stretch of f
22、ence is formed.Securely fasten the top rail to the terminal posts and join withsleeves or coupling to allow for expansion and contraction.7.2 When the top rail is omitted, stretch a tension wire fromend to end of each stretch of fence at a height that will enableit to be fastened to the fabric withi
23、n the top 1 ft (305 mm) ofthe chain-link fabric. If specified, fasten the bottom tensionwire within the bottom 6 in. (150 mm) of fabric. Securelyfasten the tension wire to the terminal posts. The tension wireshall be taut and free of sag.8. Tie Wires and Clips8.1 Tie wires, or clips, or both, for at
24、taching chain linkfabric to round tubular or rectangular roll-formed rails andintermediate posts shall be as specified in Specification F626.8.2 Irrespective of the type of tie or clip utilized, it is criticalto the integrity of the fence system to assure that they areinstalled properly.8.3 Correct
25、tie installation requires engagement of one wireforming a picket of the chain link fabric with one end of the tieby wrapping it with two 360 degree turns and then wrappingthe body of the tie around the rail or post a minimum of 180degrees. The opposite end of the tie should be secured to thesecond w
26、ire of the same chain link fabric picket also with two360 degree wraps. The final process of tightening the tie on thefabric picket wire should draw the fabric and the main body ofthe tie tightly to the rail or post. Care must be taken to assurethat the ends of the ties or clips do not protrude beyo
27、nd thevertical plane on either side of the chain link fabric to avoidinjury to pedestrians contact with the fence.9. Chain-Link Fabric9.1 Place chain-link fabric on the outside of the areaenclosed or as directed by the purchaser.9.2 Join rolls of wire fabric by weaving a single picket intothe ends o
28、f the rolls to form a continuous mesh.9.3 Cut the fabric by untwisting a picket and attach eachspan independently at all terminal posts. Use stretcher barswith tension bands at maximum 15-in. (380-mm) intervals orany other approved method of attachment.9.4 Place the fabric by securing one end, apply
29、ing sufficienttension to remove all slack before making attachment else-where. Tighten the fabric to provide a smooth uniform appear-ance free from sag.9.5 Install fence fabric at grade to a maximum of 3 in. (76mm) clearance above grade. If the 3 in. (76 mm) maximumspace cannot be maintained for the
30、 distance between or at lineposts, reduce the space greater than 3 in. (76 mm) by installingtension wire or bottom rail. Install the top of the fence fabricfor fences with top rail from a minimum of being tangent to thetop of the top rail to a maximum of12-diamond above the topof the top rail. Faste
31、n the fabric to the line posts at intervals notexceeding 15 in. (380 mm). Fasten fabric to the rail or tensionwire at intervals not exceeding 24 in. (609 mm).TABLE 1 Minimum Requirements for Setting Residential Gate PostsGate Leaf Width Height Post Size Size of HoleSpecificationF654Diameter DepthDir
32、t Solid Rock or Concrete Dirt Solid Rock or Concrete4 ft (1.2 m) or less 6 ft (1.8 m) or less Table 2 8 in. (203 mm) Post O.D. +12 in. 30 in. (762 mm) Post O.D. 3 3Over 4 ft (1.2 m)Upto6ft(1.8m)6 ft (1.8 m) or less Table 3 10 in. (254 mm) Post O.D. +12 in. 30 in. (762 mm) Post O.D. 3 3F567 11a210. B
33、arbed Wire10.1 If barbed wire is required, pull it taut to remove all sag,firmly install it in the slots of the extension arms, and secure itto a post or terminal arm.11. Gates11.1 The purchaser shall indicate the operational directionof the gates. Grade clearance and possible gate obstructionshall
34、be considered in the design to provide adequate opera-tional clearance so that the gate can operate freely.11.2 Install gates true to opening and plumb in a closedposition.12. Appearance12.1 The area of installation shall be left neat and free ofany debris caused by the erection of the fence.13. Saf
35、ety13.1 Perform all work in a safe and orderly fashion inaccordance with the Williams-Steiger Occupational Safety andHealth Act of 1970.14. Keywords14.1 fenceASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standa
36、rd. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewe
37、d every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible
38、technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Consh
39、ohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to p
40、hotocopy the standard may also be secured from the ASTM website (www.astm.org/COPYRIGHT/).TABLE 2 Minimum Requirements for Setting Industrial and Commercial Swing Gate PostsGate Leaf Width Height Post Size Size of HoleSpecificationF900Diameter DepthDirt Solid Rock or Concrete Dirt Solid Rock or Conc
41、rete4 ft (1.2 m) or less 6 ft (1.8 m) or less Steel 2.375 (60.3)Alum. 2.375 (60.3)10 in. (254 mm) Post O.D. +12 in.(+13 mm)30 in. (762 mm) Post O.D. 3 3Over 4 to 10 ft(1.2 to 3.7 m)6 ft (1.8 m) or less Steel 2.875 (73.0)Alum. 2.875 (73.0)12 in. (304 mm) Post O.D. +12 in.(+13 mm)36 in. (914.5 mm) Pos
42、t O.D.3 3Over 10 to 18 ft(3.7 to 5.5 m)6 ft (1.8 m) or less Steel 4.0 (101.6)Alum. 4.0 (101.6)12 in. (304 mm) Post O.D. +12 in.(+13 mm)36 in. (914.5 mm) Post O.D.3 36 ft (1.8 m) or less Over 6 ft (1.8 m) Steel 2.875 (73.0)Alum. 2.875 (73.0)12 in. (304 mm) Post O.D. +12 in.(+13 mm)36 in. (914.5 mm) P
43、ost O.D. 3 3Over 6 to 12 ft(1.8 to 3.7 m)Over 6 ft (1.8 m) Steel 4.0 (101.6)Alum. 4.0 (101.6)12 in. (304 mm) Post O.D. +12 in.(+13 mm)36 in. (914.5 mm) Post O.D. 3 3Over 12 to 18 ft(3.7 to 5.5 m)Over 6 ft (1.8 m) Steel 6.625 (168.3) 20 in. (508 mm) Post O.D. +12 in.(+13 mm)42 in. (1066 mm) Post O.D. 3 3Over 18 to 24 ft(5.5 to 7.3 m)Over 6 ft (1.8 m) Steel 8.625 (219.1) 26 in. (660.4 mm) Post O.D. +12 in.(+13 mm)48 in. (1.2 m) Post O.D. 3 3F567 11a3
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