ASTM F567-2014a Standard Practice for Installation of Chain-Link Fence《链节栅栏的安装用标准实施规程》.pdf

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1、Designation: F567 14aStandard 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 SteelSwing GatesF1184 Specification for Industrial and Commercial Horizon-tal Slide Gates3. Site Preparation3.1 The purchaser shall indicate the location of fence lines,gates, and terminal posts with suitable stakes. Stake interval

7、sshall 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

8、be a minimum 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

9、 necessary.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 fo

10、otings 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 mechanicalstren

11、gth in the ground is equal or superior to the strengthdeveloped by the concrete footing as recommended.1This practice is 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 Aug.

12、 1, 2014. Published August 2014. Originallyapproved in 1978. Last previous edition approved in 2014 as F567 - 14. DOI:10.1520/F0567-14a.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume in

13、formation, refer to the standards Document Summary page onthe ASTM website.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States15.5 When solid rock or concrete is encountered, without anoverburden of soil, set posts in the solid rock or co

14、ncrete. Thedepth of the hole shall be three times the largest cross sectionof 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

15、with 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)gr

16、eater than that called for in 5.1, for the height of fence.5.9 Where soil conditions are unstable or rock isencountered, the drive post embedment must be altered tomaintain stability. The depth should be in keeping withstandard fence construction practices for the local area or referto 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 Standard straight, preformed hook or

24、 pigtail round wireties, preformed power-fastened wire ties, interlocking flataluminum band ties, and powder-driven fasteners for attachingchain link fabric to round tubular or rectangular roll-formedrails and intermediate posts shall be as specified in Specifica-tion F626.8.2 Irrespective of the ty

25、pe of fastener utilized, it is criticalto the integrity of the fence system to assure that they areinstalled properly.8.2.1 Consumer SafetyFor fence applications where pe-destrians may be in contact with the fence, such as play areas,sports fields, play courts, and swimming pools, wire ties shallbe

26、trimmed and bent in such a manner as to avoid injury topedestrians in contact with the fence.8.3 Standard Straight, Preformed Hook or Pigtail RoundWire8.3.1 Metallic coated or polymer coated steel9 gauge, 0.148 in. (3.76 mm), tie installation requires engage-ment of one wire forming a picket of the

27、chain link fabric witha manually bent hook, preformed hook or pigtail end of the tie,by wrapping the wire tie a minimum of one 360 turn aroundthe chain link picket wire and then wrapping the body of the tiearound the rail or post a minimum of 180. The opposite end ofthe tie is then secured to a seco

28、nd chain link fabric picket wireby wrapping the wire tie a minimum of one 360 turn aroundthe chain link picket wire. The final process of tightening thetie on the fabric picket wire should draw the fabric and themain body of the tie tightly to the rail or post.8.3.2 Aluminum alloy ties and 11 gauge,

29、 0.120in. (3.05 mm), or less metallic or polymer coated steel tieinstallation requires engagement of a minimum of one wireforming a picket of the chain link fabric with a manually benthook, preformed hook or pigtail end of the tie by wrapping thewire tie a minimum of two 360 turns around the chain l

30、inkpicket wire and then wrapping the body of the tie around theTABLE 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 Concrete4 ft (1.2 m) or less 6 ft (1.8 m) or less T

31、able 2 8 in. (203 mm) Post O.D. +12 in. 30 in. (762 mm) Post O.D. 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. 3F567 14a2rail or post a minimum of 180. The opposite end of the tie isthen secured to a minimum of one chain link

32、 fabric picket wireby wrapping the wire tie a minimum of two 360 turns aroundthe chain link picket wire. The final process of tightening thetie on the fabric picket wire should draw the fabric and themain body of the tie tightly to the rail or post8.4 Power-Fastened, Preformed Metallic Coated SteelR

33、ound Wire TieSelect ties that are preformed to the size ofthe rail or post. Insert tie a full 360 around the rail or postincluding a minimum of one chain-link fabric wire picket. Thetwo ends of the tie are pre-formed in such a manner that theycan be power twisted together in a close helix of a minim

34、um of112 machine turns, which is equivalent to three full twists,thereby drawing the wire tie up tightly around the rail or postand the chain-link fabric. After twisting, any protruding wireends may be cut off and bent over to prevent untwisting.8.5 Straight, Manually-Fastened Metallic Coated SteelR

35、ound Wire TieBend tie to the shape of the rail or post, insertthrough the chain link fence fabric, including a minimum ofone wire picket, wrap around the post or rail a full 360 andtwist the two end wires securely with a minimum of three fulltwists. After twisting, any protruding wire ends may be cu

36、t offand bent over to prevent untwisting.8.6 Interlocking, Preformed Flat Aluminum Band TieSelect band preformed to the size of the post or rail, insert theband a full 360 around the rail or post and a minimum of onepicket of the chain-link fabric then secure band by flatteningdown the preformed end

37、s into a double closed loop against therail or post.8.7 Powder-Driven FastenerPosition the cap and pin inthe center of the post or rail member, capturing a minimum ofone chain link wire picket. Using a powder activated tool,“shoot” the pin into the post or rail. OSHA training is requiredbefore one c

38、an operate a powder activated tool on a jobsite.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 of the rolls to form a continuous mesh.9.3 Cut the fabric by untwis

39、ting 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, applying sufficienttension to remove all slack before making attachment

40、 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 distance between or at lineposts, reduce the space greater than 3

41、 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. Fasten the fabric to the line posts at intervals notexceeding 15 in. (3

42、80 mm). Fasten fabric to the rail or tensionwire 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.11. Gates11.1 The purchaser shall in

43、dicate the operational directionof the gates. Grade clearance and possible gate obstructionshall 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

44、installation shall be left neat and free ofany debris caused by the erection of the fence.13. Safety13.1 Perform all work in a safe and orderly fashion inaccordance with the Williams-Steiger Occupational Safety andHealth Act of 1970.TABLE 2 Minimum Requirements for Setting Industrial and Commercial

45、Swing Gate PostsGate Leaf Width Height Post Size Size of HoleSpecificationF900Diameter DepthDirt Solid Rock or Concrete Dirt Solid Rock or Concrete4 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. 3Over 4

46、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) Post O.D. 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.

47、D. 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) Post O.D. 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

48、Over 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. 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. 3F567 14a314. Keywords14.1

49、fenceASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. 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 reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited