ASTM F567-2011 Standard Practice for Installation of Chain-Link Fence《链环栅栏安装标准操作规程》.pdf

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1、Designation:F56707 Designation: F567 11Standard 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 num

2、ber in parentheses 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 those responsible fo

3、r or concerned with the installation of chain-link fence.1.3 This practice does not intend to preclude any practice that has proven equal to or given better performance under varyingconditions, that is, location, weather, intended use, materials, etc.1.41.4 The values stated in inch-pound units are

4、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.1.5 This standard does not purport to address all of the safety problems, if any, associated with its use. It is the responsibili

5、tyof the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatorylimitations prior to use. For specific precautionary statements, see Section 13.2. Referenced Documents2.1 ASTM Standards:2F626 Specification for Fence FittingsF654 Specif

6、ication for Residential Chain Link Fence GatesF900 Specification for Industrial and Commercial Swing GatesF1184 Specification for Industrial and Commercial Horizontal Slide Gates3. Site Preparation3.1 The purchaser shall indicate the location of fence lines, gates, and terminal posts with suitable s

7、takes. Stake intervals shallnot exceed 500 ft 152.5 m(152.5 m) or line of sight.3.2 All underground utility locations, USC that is, under normal conditions the diameter shall be four times the largest cross section of the post up to a4 in. 101.5 mm(101.5 mm) outside diameter and three times for larg

8、er outside diameters. The depth shall be a minimum of 24in. 609.6 mm(609.6 mm) plus an additional 3 in. 76.2 mm(76.2 mm) for each 1-ft 305-mm(305-mm) increase in the fenceheight over 4 ft 1.22 m(1.22 m) to a maximum total of 60 in. 1525 mm(1525 mm) for a fence height up to 20 ft. 6.10 m. (6.10m).1Th

9、is practice is under the jurisdiction of ASTM Committee F14 on Fences and is the direct responsibility of Subcommittee F14.40 on Chain Link Fence and WireAccessories.Current edition approved JulyFeb. 1, 2007.2011. Published July 2007.February 2011. Originally approved in 1978. Last previous edition

10、approved in 20002007 asF567 - 007. DOI: 10.1520/F0567-07.10.1520/F0567-11.2For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on th

11、e ASTM website.1This 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. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users c

12、onsult 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 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.5.2 Dig or drill holes in the li

13、ne of the fence in accordance with 5.1. Forms are not necessary.5.3 Set posts in a vertical position, plumb and in line. Backfill concrete (2500 psi) 17.2 MPa(17.2 MPa) into the excavationand extend 2 in. 50 mm(50 mm) above grade. An alternative method is to stop footing 6 in. 152.4 mm(152.4 mm) bel

14、ow gradeto allow for cover with sod, black top, or other materials if the footings are not in an area subject to cathodic protection. In eithercase, crown the concrete at its top to shed water and slope a minimum of 2 in. 50.8 mm(50.8 mm) away from the post.5.4 The use of mechanical devices for the

15、setting of fence posts is acceptable under this practice, provided the mechanicalstrength in the ground is equal or superior to the strength developed by the concrete footing as recommended.5.5 When solid rock or concrete is encountered, without an overburden of soil, set posts in the solid rock or

16、concrete. The depthof the hole shall be three times the largest cross section of the posts. The diameter of the hole shall be12 in. 13 mm(13 mm)greater than the largest cross section of the post.5.6 The use of sleeves in order to leave voids in new concrete construction is recommended.5.7 Half-fill

17、the void with nonshrinkable hydraulic cement and force post to the bottom of the hole and plumb. Thoroughly workadditional 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 a minimum depth of 36 in. 914.4 mm(914.4 mm) o

18、r 6 in. 152.4mm(152.4 mm) greater than that called for in 5.1, for the height of fence.5.9 Where soil conditions are unstable or rock is encountered, the drive post embedment must be altered to maintain stability.The depth should be in keeping with standard fence construction practices for the local

19、 area or refer to 5.5.5.10 The post tops must be protected to prevent distortion of the 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 (Specifi

20、cation F1184, Type II)Refer to Specification F1184, Type II Cantilever Slide Gates,for post setting requirements.5.14 Overhead Slide Gate Posts (Specification F1184, Type I)Refer to Specification F1184, Type I Overhead Slide Gates, forpost setting requirements.6. Terminal Post Bracing6.1 No braces a

21、re required on fabric 6 ft 1.83 m(1.83 m) high or less where the top rail is specified. On all fabric over 6 ft,braces are required. On fabric over 12 ft 3.66 m(3.66 m) in height, a center rail is required; regardless of height, all fencesinstalled without a top rail shall have braces on all termina

22、ls.6.2 Securely fasten diagonal braces to the terminal post and the adjacent line post or its footing or a footing of equal size. Thereshall be no more than a 50 angle between the brace and the ground. Securely fasten horizontal braces with truss rods to theadjacent line post and terminal posts.6.3

23、When the top rail is used, attach the brace at the halfway point 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 continuous brace from end to end of each stretch of fenc

24、e is formed. Securelyfasten the top rail to the terminal posts and join with sleeves or coupling to allow for expansion and contraction.7.2 When the top rail is omitted, stretch a tension wire from end to end of each stretch of fence at a height that will enable itto be fastened to the fabric within

25、 the top 1 ft 305 mm(305 mm) of the chain-link fabric. If specified, fasten the bottom tensionwire within the bottom 6 in. 150 mm(150 mm) of fabric. Securely fasten 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

26、 both, for attaching chain link fabric to round tubular or rectangular roll-formed rails and intermediateposts shall be as specified in Specification F626.8.2 Irrespective of the type of tie or clip utilized, it is critical to the integrity of the fence system to assure that they are installedproper

27、ly.TABLE 1 Minimum Requirements for Setting Residential Gate PostsGate Leaf Width Height Post Size Size of HoleSpecificationF654Diameter DepthDirt Solid Rock or Concrete Dirt Solid Rock or Concrete4ft1.2morless 6ft1.8morless Table 2 8 in. 203 mm Post O.D. +12 in. 30 in. 762 mm Post O.D. 3 34ft(1.2m)

28、orless 6ft(1.8m)orless Table 2 8 in. (203 mm) Post O.D. +12 in. 30 in. (762 mm) Post O.D. 3 3Over 4 ft 1.2 mUpto6ft1.8m6ft1.8morless Table 3 10 in. 254 mm Post O.D. +12 in. 30 in. 762 mm Post O.D. 3 3Over 4 ft (1.2 m)Upto6ft(1.8m)6ft(1.8m)orless Table 3 10 in. (254 mm) Post O.D. +12 in. 30 in. (762

29、mm) Post O.D. 3 3F567 1128.3 Correct tie installation requires engagement of one wire forming a picket of the chain link fabric with one end of the tie bywrapping it with two 360 degree turns and then wrapping the body of the tie around the rail or post a minimum of 180 degrees.The opposite end of t

30、he tie should be secured to the second wire of the same chain link fabric picket also with two 360 degreewraps. The final process of tightening the tie on the fabric picket wire should draw the fabric and the main body of the tie tightlyto the rail or post. Care must be taken to assure that the ends

31、 of the ties or clips do not protrude beyond the vertical plane on eitherside of the chain link fabric to avoid injury to pedestrians contact with the fence.9. Chain-Link Fabric9.1 Place chain-link fabric on the outside of the area enclosed or as directed by the purchaser.9.2Place the fabric by secu

32、ring one end, applying sufficient tension to remove all slack before making attachment elsewhere.Tighten the fabric to provide a smooth uniform appearance free from sag.9.3Cut the fabric by untwisting a picket and attach each span independently at all terminal posts. Use stretcher bars with tensionb

33、ands at maximum 15-in. 380-mm intervals or any other approved method of attachment.9.4Install fence fabric 2 in. 50 mm above ground level. Measure clearance at the post with a tolerance of 63 in. 676 mm.Fasten the fabric to the line posts at intervals not exceeding 15 in. 380 mm. Fasten the fabric t

34、o the rail or tension wire at intervalsnot exceeding 24 in. 609 mm.9.5Join rolls of wire fabric by weaving a single picket into the ends of the rolls to form a continuous mesh.9.2 Join rolls of wire fabric by weaving a single picket into the ends of the rolls to form a continuous mesh.9.3 Cut the fa

35、bric by untwisting a picket and attach each span independently at all terminal posts. Use stretcher bars with tensionbands at maximum 15-in. (380-mm) intervals or any other approved method of attachment.9.4 Place the fabric by securing one end, applying sufficient tension to remove all slack before

36、making attachment elsewhere.Tighten the fabric to provide a smooth uniform appearance free from sag.9.5 Install fence fabric at grade to a maximum of 3 in. (76 mm) clearance above grade. If the 3 in. (76 mm) maximum spacecannot be maintained for the distance between or at line posts, reduce the spac

37、e greater than 3 in. (76 mm) by installing tensionwire or bottom rail. Install the top of the fence fabric for fences with top rail from a minimum of being tangent to the top of thetop rail to a maximum of12-diamond above the top of the top rail. Fasten the fabric to the line posts at intervals not

38、exceeding15 in. (380 mm). Fasten fabric to the rail or tension wire at intervals not exceeding 24 in. (609 mm).10. Barbed 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.TABLE 2 Minimum

39、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 Concrete4ft1.2morless 6ft1.8morless Steel 2.375 60.3Alum. 2.375 60.310 in. 254 mm Post O.D. +12 in.+13 mm30 in

40、. 762 mm Post O.D. 3 34ft(1.2m)orless 6ft(1.8m)orless 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 ft1.2 to 3.7 m6ft1.8morless Steel 2.875 73.0Alum. 2.875 73.012 in. 304 mm Post O.D. +12 in.+13 mm36 in. 914.5 mm Post O.D.3 3Ov

41、er 4 to 10 ft(1.2 to 3.7 m)6ft(1.8m)orless 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) Post O.D.3 3Over 10 to 18 ft3.7 to 5.5 m6ft1.8morless Steel 4.0 101.6Alum. 4.0 101.612 in. 304 mm Post O.D. +12 in.+13 mm36 in. 914.5 mm Post O.D.3 3Over 10 to 18

42、 ft(3.7 to 5.5 m)6ft(1.8m)orless 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 36ft1.8morless Over 6 ft 1.8 m Steel 2.875 73.0Alum. 2.875 73.012 in. 304 mm Post O.D. +12 in.+13 mm36 in. 914.5 mm Post O.D. 3 36ft(1.8m)orless Over 6 ft (1.8 m)

43、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) Post O.D. 3 3Over 6 to 12 ft1.8 to 3.7 mOver 6 ft 1.8 m Steel 4.0 101.6Alum. 4.0 101.612 in. 304 mm Post O.D. +12 in.+13 mm36 in. 914.5 mm Post O.D. 3 3Over 6 to 12 ft(1.8 to 3.7 m)Over 6 ft (1.8 m) Steel

44、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 ft3.7 to 5.5 mOver 6 ft 1.8 m Steel 6.625 168.3 20 in. 508 mm Post O.D. +12 in.+13 mm42 in. 1066 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

45、. (508 mm) Post O.D. +12 in.(+13 mm)42 in. (1066 mm) Post O.D. 3 3Over 18 to 24 ft5.5 to 7.3 mOver 6 ft 1.8 m Steel 8.625 219.1 26 in. 660.4 mm Post O.D. +12 in.+13 mm48 in. 1.2 m 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

46、 mm)48 in. (1.2 m) Post O.D. 3 3F567 11311. Gates11.1 The purchaser shall indicate the operational direction of the gates. Grade clearance and possible gate obstruction shall beconsidered in the design to provide adequate operational clearance so that the gate can operate freely.11.2 Install gates t

47、rue to opening and plumb in a closed position.12. Appearance12.1 The area of installation shall be left neat and free of any debris caused by the erection of the fence.13. Safety13.1 Perform all work in a safe and orderly fashion in accordance with the Williams-Steiger Occupational Safety and Health

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