ASTM F1703-2004 Standard Guide for Skating and Ice Hockey Playing Facilities《冰球运动设施用标准指南》.pdf

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1、Designation: F 1703 04An American National StandardStandard Guide forIce Hockey Playing Facilities1This standard is issued under the fixed designation F 1703; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revisio

2、n. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.INTRODUCTIONSince its inception, the game of ice hockey has evolved as a result of a convergence of ideas fromCanada, the United States, and

3、Europe. As a result of differing influences, there are a wide variety ofplaying facilities currently in use, accompanied by wide disparities in margins of safety provided toplayers, game officials, and spectators.The purpose is to provide a guide for safer ice hockey playing facilities. Attention is

4、 called to thedimensions of the ice surface. The majority of facilities in Europe comply with those of theInternational Olympic Committee, 200 ft (60 m) in length and 100 ft (30 m) in width, while in NorthAmerica, the majority of facilities are 200 ft (60 m) in length and 85 ft (26 m) in width.In th

5、e interest of future standardization, it is recommended that ice surface dimensions of all newfacilities are those found in this guide.It is recognized that ice hockey playing facilities also are used for figure skating, speed skating,pleasure skating, and for the sports of broomball, curling, sledg

6、e hockey, and ringette. Organizers ofthese sports may adopt the present guide as written, or modify the guide in accordance with theirspecial interests.1. Scope1.1 The intent of this guide is to provide consistent safetyconsiderations in the design specifications and construction ofnew ice hockey pl

7、aying facilities. It is intended to standardizefacility conditions and establish guidelines that will provide alevel of conformity for the purpose of competition and reducepotential hazards to players, game officials, and spectators.1.2 This guide should be taken into consideration by archi-tects, p

8、lanners, engineers, construction companies, construc-tion contractors, and appropriate inspectors who may beinvolved in the design and construction of new ice hockeyplaying facilities. This guide applies to the construction anddevelopment of new ice hockey playing facilities.1.3 The values stated in

9、 inch-pound units are to be regardedas the standard. The values given in SI units are for informationonly.2. Referenced Documents2.1 ASTM Standards:2A 53/A 53M Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and SeamlessA 60 Specification for Chromium-Vanadium Steel Bars for

10、Springs3A 185 Specification for Steel Welded Wire Reinforcement,Plain, for ConcreteC 150 Specification for Portland CementC 260 Specification for Air-Entraining Admixtures for Con-creteC 494/C 494M Specification for Chemical Admixtures forConcreteC 578 Specification for Rigid, Cellular Polystyrene T

11、hermalInsulationD 412 Test Methods for Vulcanized Rubber and Thermo-plastic ElastomersTensionD 1056 Specification for Flexible Cellular MaterialsSponge or Expanded Rubber1This guide is under the jurisdiction of ASTM Committee F08 on SportsEquipment and Facilities and is the direct responsibility of

12、Subcommittee F08.66 onSports Facilities.Current edition approved Nov. 1, 2004. Published December 2004. Originallyapproved in 1996. Last previous edition approved in 1996 as F 170396.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.

13、org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Withdrawn.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.D 1667 Specification for Flexible Cellular Materials

14、Vinyl Chloride Polymers and Copolymers (Closed-CellFoam)F 355 Test Method for Shock-Absorbing Properties of Play-ing Surface Systems and Materials2.2 ANSI Standards:4ANSI Z87.1 Occupational and Educational Personal Eyeand Face Protection DevicesANSI Z535 Specification for SignsANSI Z97.1 Specificati

15、on for Glass2.3 DIN Standards:5DIN 18 036 Hallen fur den Eissport2.4 Other Standards:6MIL-STD-810F Environmental Engineering ConsiderationsLaboratory Tests3. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 board cap, caprail, or rail, nwood, plastic, or otherhigh impact material

16、3 6 1 in. (7.62 6 2.54 cm) in width,attached at right angles to the top of the boards.3.1.2 dasher boards, nenclosure of wood or plastic-coated wood, plastic-coated aluminum or steel, fiber glass, orother high-impact material that surrounds the ice surface and ispart of the playing area. Also called

17、 the boards.3.1.3 enclosure, nthat part of the playing area that sur-rounds the perimeter of the ice surface and consists of twosections, a lower section, known as the boards, that contacts thesurface of the ice, and a vertical extension which attaches theshielding to the top of the boards. Together

18、, these two elementsare meant to confine the area of play.3.1.3.1 facility, nbuilding which also accommodates anartificial ice surface and is used for ice activities or non-iceactivities. Also known as the arena.3.1.3.2 rink, nplaying area consisting of a horizontal icesurface surrounded by a vertic

19、al enclosure used for the sport ofice hockey.3.1.4 game lines, ncolored lines drawn below the icesurface that divide the playing surface into various areas asdescribed in the rules of play. See Appendix X1.1.1 for moredetail.3.1.5 Goalcombination of the goal frame and goal net-ting.3.1.5.1 anchoring

20、 of goal, ngoal should not have any typeof screwed in pipe fastening system. A type of sleeve systemshould be used so that the goal post may be dislodged when hitby a player sliding into the goal post and does not move uponimpact of the puck. Refer to applicable rule book in AppendixX2.1.3.1.5.2 goa

21、l frame, ntwo rounded, rigid metal postsconnected at the top by a straight crossbar of similar materialwith rounded ends and placed on the ice surface on the goalline, rising vertically 4 ft (1.3 m) and set 6 ft (1.83 m) apartmeasured from the inside of the posts. Refer to appropriate rulebook in Ap

22、pendix X2.1 for more detail.3.1.5.3 goal net, nnet of appropriate mesh and cord size toresist the penetration of a high velocity puck shot, connected tothe posts and the crossbar. See Appendix X1.1.9 for moreinformation.3.1.6 ice dam, nhigh impact material that is placedbetween the floor and dasher

23、boards and acts as a curb tocontain the ice surface. This ice dam should be used in anyfacility that takes the dasher boards out for non-ice events toeliminate any breaking or tearing of the ice along the perimeterof the ice surface.3.1.7 kick-plate, nthat portion of the boards that contactsthe ice

24、surface, made of a high-impact material and also part ofthe playing surface.3.1.8 shielding, ntransparent, shatter-resistant glass, plas-tic, or similar material that is also part of the playing surfaceand extends above the boards.3.1.8.1 netting, nflexible, transparent, mesh material usedin front o

25、f viewing areas.3.1.8.2 other barrier materials, nin some facilities, it maybe necessary to use other materials, such as chain link fence orwelded wire fabric as shielding.4. Structures and Environment4.1 Surface ConfigurationEnsure that the sides of the rinkare straight and the corners rounded to a

26、 28-ft (8.1-m) radius.4.2 DimensionsThe playing surface should be 185 ft (56m) to 200 ft (60 m) in length and 85 ft (26 m) to 100 ft (30 m)in width, and should have a minimum of 20-ft (7-m) clearanceabove the ice surface.4.3 Dasher BoardsDasher boards should be prefabricatedin sections. The design o

27、f all boards, whether a straight section,curved section, or section in which a gate is located, shall befundamentally similar. Each section should have a frame madefrom either steel, wood, or aluminum which extends the fullheight of the dasher panel. This frame shall allow for fasteningof the polyet

28、hylene or wood facing at each end. This willensure flush mating of the facing at the dasher panel joints.4.3.1 CaprailA caprail should be attached to the tophorizontal framing member. The ice side of the caprail shouldhave a smooth and rounded edge flush with the dasher facing.A caprail should be a

29、minimum of 2 in. (cm) in width and12in. (cm) in thickness.4.3.2 Supports and AnchoringThe dasher boards shouldbe anchored to the concrete floor using anchors and bolts. Thedasher anchors should be an internally threaded flush type thatwill hold the dasher straight and erect. Anchors should beinstall

30、ed at the time of dasher installation. The minimumdistance between the dasher board and any permanent structureshould be 3-in. (7.62-cm) minimum. There should be no rigidstructure that prevents the dasher boards from flexing.4.3.3 Standard SizesStandard size of straight dasherboards should be 96 in.

31、 (2.44 m) long, 40 to 48 in. (101.6 cmto 1 m) high, and 3.5 to 6 in. (8.89 to 15.24 cm) wide. Standardsize of curved dasher boards should be 95 in. (2.41 m) long.4.4 Gates:4Available from American National Standards Institute (ANSI), 25 W. 43rd St.,4th Floor, New York, NY 10036.5Available from Beuth

32、 Verlag GmbH (DIN- DIN Deutsches Institut furNormung e.V.), Burggrafenstrasse 6, 10787, Berlin, Germany.6Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700Robbins Ave., Philadelphia, PA 19111-5094, Attn: NPODS.F17030424.4.1 Access GatesIf required, access gates for publicska

33、ting and other large entry use shall be built into standard8-ft (2.4-m) sections and can vary from 3 to 5 ft (.91 to 1.5 m)in width. Gate latches should be a single latch or can be similarto that used on the equipment gates. Gates on the radius shallhave two latching points of contact.4.4.2 Players

34、GatesPlayers gates should be built intostandard 8-ft (2.4-m) sections and should be 30 in. (76.2 cm)wide, swinging either left or right, and swinging away from theice and to the nearest end of the bench. The gate latch shouldbe a single gravity type of latch. Refer to local ADA require-ments.4.4.3 E

35、quipment/Vehicle GatesThese gates should bedouble-leaf gates with a 10-ft (3.05-m) opening. Gate latchesshould be of sliding bar latch type, using 2-in. (5.1-cm) steeltubing. Equipment gate leaves should lock into the threshold/floor or ice dam by means of a minimum 0.5625-in. (1.43-cm)diameter slid

36、ing cane bolt. Each leaf should have a 90 angleof steel tubing,12 in. (1.27 cm) of which should be locked intothe floor. Each equipment gate and access gate over 3 ft (91.4cm) wide should be equipped with adjustable spring-loadedswivel casters.4.4.4 Where operation of the gate latch is required from

37、 theice side of the gate, a mechanism should be flush mounted inthe caprail to activate the latch system. The mechanism shouldbe large enough to be operated by all users and players wearinggloves. The mechanism should be designed to be simple tooperate, yet not allow accidental opening.4.4.5 HingesA

38、ll hinge assemblies should be constructedof low-carbon steel or other equivalent material. The commonhinge bracket should be bolted to the dasher panel framing tofacilitate removal of the hinge assembly. The hinges should becomplete with integral self-lubricating bushings and ball bear-ings for smoo

39、th precision operation. Each hinge should incor-porate a built-in vertical height adjustment feature (60.31 in.(8 mm). The hinge pins should be a minimum of 0.75 in. (18.3mm) in diameter.4.4.6 All precision hardware such as hinge pins, latches,casters, cane bolts, and miscellaneous nuts, bolts, and

40、fastenersshould be manufactured in design and application to allow forsmooth operation and should not protrude into the playing area.4.5 Kick-PlateKick-plates should be constructed of 0.25-in. (6.35-m) or 0.5-in. (12.7-mm) thick high-density polyeth-ylene color-impregnated sheets in 8-in. (20.3-cm)

41、minimum3 96-in. (2.44-m) segments, or 8-in. (20.3-cm) 3 95-in.(2.41-m) segments at curved dasher boards. Kick-plates are tobe mounted to the bottom portion of dasher panels by means offlush-mounted machine screws.4.6 ThresholdsShould have a polypropylene or equivalentmaterial covering that can be re

42、moved and replaced whenwearing occurs on player, vehicle, access, or equipment gates.4.6.1 Thresholds of all access gates should be 1.75 in.(4.445 cm) above floor level.4.6.2 Thresholds of all players gates should not exceed be8 in. (20.3 cm) above the non-refrigerated floor level.4.6.3 Thresholds o

43、f all equipment gates should not exceed1.75 in. (4.44 cm) above floor level.4.6.4 Thresholds for other events shall be flush with the ice,for example, sledge hockey.4.6.5 Tolerance between the access gate and thresholdshould be no greater than38 in. (0.9525 cm).4.7 Shielding and NettingShielding sho

44、uld be clear andcolorless tempered glass or acrylic. All tempered glass mustmeet ASTM or CSA standard specifications. The edges of thetempered glass should be seamed on channel sides and flatground on the top side, and the top two corners should have a0.25-in. (6.35-mm) radius.4.7.1 Rink ends should

45、 have 0.625-in. (1.58-cm) thicktempered 9impact9 glass or acrylic extending a minimum of 6ft (182.88 cm) above dasher boards in facilities where there isno viewing on the ends.4.7.1.1 Where there is viewing above the height of the glass,it is strongly recommended netting material should be consid-er

46、ed.4.7.2 Rink sides should have a minimum of 0.5-in. (1.27-cm) thick tempered 9impact9 glass or acrylic extending aminimum of 4 ft (121.92 cm) above dasher boards.4.7.3 Bench areas should have 0.5-in. (1.27-cm) thick tem-pered 9impact9 glass or acrylic extending 4 ft (121.92 cm) to 6ft (182.88 cm) a

47、bove dasher boards at the ends and behind theplayers bench area.4.7.4 MountingThe shielding should be mounted 1 to 3in. (2.5 to 7.6 cm) away from the playing side surface of theboard cap or railing.4.7.4.1 Mounting of Shielding on GatesEach gate shouldhave a support post at each end to minimize the

48、flexing andbreakage of the shielding.4.7.5 Enclosure support posts that form a corner and areexposed to the playing area (player and penalty benches)should be padded to a minimum thickness of 3 in. (7.6 cm)with a closed-cell shock absorbent material. The materialshould be covered with a non-cellular

49、 flexible cover to protectagainst abrasion of the absorbent material.4.7.6 The frames for the tempered or acrylic glass shouldnot have a gap greater than 1 in. (2.5 cm) at the caprail.4.8 Shielding should not be removed for photographersduring any hockey activity.5. Players Boxes5.1 LocationSee X2.4 (Figs. X2.1-X2.3).5.2 DimensionsEach players box enclosure should be 24ft (7.31 m) minimum in length and 5 ft 6 in (1.67 m) in widthwith the floor elevated above the ice surface to a height equalto the height of the kick-plate. The players benc