ASTM F969-2011(2016) Standard Practice for Construction of Chain-Link Tennis Court Fence《链节网球场栅栏的建设的标准实施规程》.pdf
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1、Designation: F969 11 (Reapproved 2016)Standard Practice forConstruction of Chain-Link Tennis Court Fence1This standard is issued under the fixed designation F969; the number immediately following the designation indicates the year of originaladoption or, in the case of revision, the year of last rev
2、ision. A number 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 fencing around tennis courts, builtfrom various types of chain-link fabric and frameworkmaterials, and in
3、stallation practices for same.1.2 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.3 This standard does not purport to address all of th
4、esafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2A392 Specification for Zinc
5、-Coated Steel Chain-Link FenceFabricA491 Specification for Aluminum-Coated Steel Chain-LinkFence FabricA824 Specification for Metallic-Coated Steel MarcelledTension Wire for Use With Chain Link FenceF552 Terminology Relating to Chain Link FencingF567 Practice for Installation of Chain-Link FenceF626
6、 Specification for Fence FittingsF668 Specification for Polyvinyl Chloride (PVC), Polyolefinand Other Polymer-Coated Steel Chain Link Fence FabricF900 Specification for Industrial and Commercial SteelSwing GatesF934 Specification for Colors for Polymer-Coated ChainLink Fence MaterialsF1043 Specifica
7、tion for Strength and Protective Coatings onSteel Industrial Fence FrameworkF1083 Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized) Welded, for Fence StructuresF1345 Specification for Zinc-5 % Aluminum-MischmetalAlloy-Coated Steel Chain-Link Fence FabricF1664 Specification for Poly(
8、Vinyl Chloride) (PVC) andOther Conforming Organic Polymer-Coated Steel TensionWire Used with Chain-Link Fence2.2 Chain Link Fence Manufacturers Institute:WLG 2445 Chain Link Fence Wind Load Guide for theSelection of Line Post and Line Post Spacing33. Terminology3.1 DefinitionsSee Definitions F552 fo
9、r definitions ofterms used in this practice.4. Summary of Practice4.1 This practice is intended primarily to guide thoseresponsible for or concerned with the design and installation ofchain-link fencing around tennis courts.4.2 This practice does not intend to preclude any practicethat has proven eq
10、ual to or given better performance undervarying conditions such as location, weather, intended use, etc.5. Significance and Use5.1 The intended use of this practice is for 10- or 12-ft (3050or 3660 mm) high chain-link fencing as complete enclosuresaround single or multiple tennis courts, or as backs
11、tops ateither end of tennis courts.5.2 This practice is not intended for applications wherefencing higher than 12 ft (3660 mm) is desired for a specialapplication.5.3 Caution Regarding Windscreens If wind screens are tobe installed at the time of fence erection or at a later time, it isadvisable to
12、use stronger framework and parts and closerspacing of posts or back bracing depending upon the type ofscreening material to be used, area of fence to be covered, andlocal wind conditions. The Chain Link Fence ManufacturersInstitutes (CLFMI), Guide WLG 2445, provides the designerwith the process to s
13、elect the post size and post spacing.1This practice is under the jurisdiction of ASTM Committee F14 on Fences andis the direct responsibility of Subcommittee F14.10 on Specific Applications.Current edition approved June 1, 2016. Published June 2016. Originallyapproved in 1986. Last previous edition
14、approved in 2011 as F969 - 11. DOI:10.1520/F0969-11R16.2For 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.3Avail
15、able from Chain Link Fence Manufacturers Institute, 10015 Old ColumbiaRoad, Suite B-215, Columbia, MD 21046, http:/www.chainlinkinfo.org.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States16. Classification6.1 The four types of chain-link
16、 fencing described in thispractice are classified as follows:6.1.1 Type IBuilt with aluminum-coated steel chain-linkfence fabric as specified in Specification A491.6.1.2 Type IIBuilt with zinc-coated steel chain-link fencefabric as specified in Specification A392, Class 1 or Class 2coating, as selec
17、ted.6.1.3 Type IIIBuilt with zinc-5% aluminum-mischmetalalloy-coated steel chain-link fence fabric as specified in Speci-fication F1345, in a choice of Class 1 or Class 2 coating, asselected.6.1.4 Type IVBuilt with polymer-coated steel chain-linkfence fabric as specified in Specification F668, in a
18、choice ofClass 1, Class 2a, or Class 2b coating, as selected.7. Ordering Information7.1 Purchase orders, construction specifications, or detaileddrawings should include the following information:7.1.1 Quantity or total measurements in lineal feet of fenceand gates.7.1.2 Type of fence fabric and gaug
19、e of wire; Type I, TypeII (see 6.1.2), Type III (see 6.1.3), Type IV (see 6.1.4), gaugeof wire (see 8.1.3).7.1.3 Class of metallic-coated fence fabric Type II (Class 1or Class 2) (see 6.1.2), Type III (Class 1 or Class 2) (see 6.1.3).7.1.4 Class of Type IV polymer-coated fence fabric, Class 1,Class
20、2a or Class 2b (see 6.1.4) and color (see 8.1.2).7.1.5 If framework, fittings and gates are to be color coated,select color from Specification F934.7.1.6 Height of fence (10 or 12 ft (3050 or 3660 mm).7.1.7 Number of horizontal rails and location.7.1.8 Bottom tension wire, if specified.7.1.9 Depth a
21、nd diameter of concrete post footings, if otherthan as indicated in Practice F567.7.1.10 Spacing of line posts, if other than as indicated inPractice F567.7.1.11 Any details peculiar to the project, such as specialfinishing of tops of concrete post footings, setting of posts inconcrete curbs, etc. (
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