ASTM F2200-2013e1 Standard Specification for Automated Vehicular Gate Construction《自动车门结构的标准规范》.pdf

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1、Designation: F2200 131Standard Specification forAutomated Vehicular Gate Construction1This standard is issued under the fixed designation F2200; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number in

2、 parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1NOTESections 3.3 through 3.6 were corrected editorially in March 2013.1. Scope1.1 This specification defines performance-based andprescriptive-based method

3、s of evaluating various classes ofgates that are used for vehicular traffic and are to be automated.1.2 Gate types addressed in this specification include hori-zontal slide gates, horizontal swing gates, vertical lift gates,vertical pivot gates and overhead pivot gates.1.3 Gate types not listed in t

4、his specification will be subjectto any applicable provisions contained in this specification.1.4 Automated vehicular gates that do not comply with thisspecification shall be subject to independent evaluation forcompliance with UL 325.1.5 The values stated in inch-pound units are to be regardedas st

5、andard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.2. Referenced Documents2.1 UL Standard:UL 325 Standard for Door, Drapery, Gate, Louver, andWindow Operators and Systems23. Terminology3.1 bottom retai

6、neran angle or lip attached to the bottomhorizontal member of a slide gate, usually used on a gateinstalled in a high security-related application, intended toprotect a gate from crash-through related damage from vehicu-lar impact.3.2 catchersee receiver guide.3.3 Class I Gatea gate intended for use

7、 in garages orparking areas associated with a residence of one to four singlefamilies.3.4 Class II Gatea gate intended for use in a commerciallocation or building such as a multi-family housing unit (five ormore single family units), hotel, garages, retail store, or otherbuilding accessible by or se

8、rvicing the general public.3.5 Class III Gatea gate intended for use in an industriallocation or building such as a factory or loading dock area orother locations not accessible by or intended to service thegeneral public.3.6 Class IV Gatea gate intended for use in a guardedindustrial location or bu

9、ilding such as a airport security area orother restricted access locations not servicing the generalpublic, in which unauthorized access is prevented via supervi-sion by security personnel.3.7 entrapmentthe condition of being caught or held in aposition that increases the risk of injury.3.8 gate lat

10、cha manual mechanism that secures the gate ineither the fully closed or fully open position.3.9 gate lockan electro-mechanical mechanism that locksthe gate in either the fully closed or fully open position.3.10 positive stopa physical device that limits gate travel.3.11 protrusionan object less than

11、 9 in.2(5806 mm) ofcross sectional area and permanently attached to the gate witha surface that extends beyond the extreme horizontal or verticalplanes created by the gate structure members.3.12 receiver posta post to which a receiver guide isattached.3.13 receiver guidea device mounted to a post or

12、 otherfixed object which provides lateral stability to a closed gate.3.14 vehicular horizontal slide gatea gate that slides in ahorizontal direction and is intended for use at a vehicularentrance or exit to a drive, parking lot, or the like.3.15 vehicular horizontal swing gatea gate that swings ina

13、horizontal arc in a horizontal plane and is intended for use ata vehicular entrance or exit to a drive, parking lot, or the like.3.16 vehicular overhead pivot gatea gate made in onerigid piece designed to close an entire opening at a vehicularentrance or exit to a drive, parking lot, or the like, wh

14、ereopening and closing is accomplished by pivoting the gate aboutan axis, with or without a horizontal track to guide the top ofthe gate.1This specification is under the jurisdiction of ASTM Committee F14 on Fencesand is the direct responsibility of Subcommittee F14.10 on Specific Applications.Curre

15、nt edition approved July 1, 2013. Published July 2013. Originally approvedin 2002. Last previous edition approved in 2011 as F2200 - 11b. DOI: 10.1520/F2200-131.2Available from Underwriters Laboratories (UL), 333 Pfingsten Rd.,Northbrook, IL 60062-2096, http:/.Copyright ASTM International, 100 Barr

16、Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States13.17 vehicular vertical lift gatea gate that moves in thevertical direction and is intended for use at a vehicular entranceor exit to a drive, parking lot or the like.3.18 vehicular vertical pivot gatea gate that moves in ana

17、rc in a vertical plane and is intended for use at a vehicularentrance or exit to a drive, parking lot, or the like.3.19 weight bearing exposed rolleran exposed roller thatsupports weight from the gate.4. General Requirements4.1 Gates shall be constructed in accordance with theprovisions given for th

18、e appropriate gate type listed in Sections510.4.2 Gates shall be designed, constructed and installed to notfall over more than 45 degrees from the vertical plane, when agate is detached from the supporting hardware.4.3 Gates shall have smooth bottom edges, with verticalbottom edged protrusions not e

19、xceeding 0.50 in. (12.7 mm)when other than the Exceptions listed in 4.8.4.4 The minimum height for barbed tape shall not be lessthan 8 ft (2.44 m) above grade.4.5 The minimum height for barbed wire shall not be lessthan 6 ft (1.83 m) above grade.4.6 An existing gate latch shall be disabled when a ma

20、nuallyoperated gate is retrofitted with a powered gate operator.4.7 A gate latch shall not be installed on an automaticallyoperated gate.4.8 Protrusions shall not be permitted on any gate.Exceptions:4.8.1 For all gates, vertical bottom edge protrusions notexceed 0.50 in. (12.7 mm) which shall be smo

21、oth on allsurfaces with no sharp edges.4.8.2 For all gates, gate locks and edge sensors shall not beconsidered protrusions.4.8.3 Protrusions at the leading and trailing vertical gateedges shall not exceed .50 in. (12.7 mm), and shall be smoothon all surfaces with no sharp edges.4.8.4 Top pickets and

22、 top decorative designs shall not beconsidered protrusions, provided they are in a vertical planewith respect to the gate. Protrusions extending outside thevertical plane shall be permitted provided such protrusions arelocated 7 ft (2.13 m) or more above grade.4.8.5 For horizontal slide gates, gate

23、locks, wheels andpositive stops shall not be considered protrusions.4.8.6 For horizontal slide gates, bottom retainers shall notbe considered protrusions only when used in Class IV appli-cations.4.8.7 For vertical lift gates, gate locks, top pickets and topdecorative designs shall not be considered

24、protrusions.4.8.8 For vertical lift gates, positive stops shall not beconsidered protrusions only when used at the top of gates.4.8.9 For vertical pivot gates, gate locks shall not beconsidered protrusions.4.9 Gates shall be designed, constructed and installed suchthat their movement shall not be in

25、itiated by gravity when anautomatic operator is disconnected, in accordance with thefollowing.4.9.1 Vehicular horizontal slide gate. Shall not result incontinuous, unimpeded movement in either lineal direction ofits travel.4.9.2 Vehicular horizontal swing gate. Shall not result incontinuous, unimped

26、ed movement in either direction along thearc of its path of travel.4.9.3 Vehicular vertical lift gate. Shall be restrained frommovement along the lineal path of its travel.4.9.4 Vehicular vertical pivot gate. Shall be restrained frommovement along the arc of its path of travel.4.9.5 Vehicular overhe

27、ad pivot gate. Shall be restrainedfrom movement along the translational path of its travel.4.10 For pedestrian access in the vicinity of an automatedvehicular gate, a separate pedestrian gate shall be provided.The pedestrian gate shall be installed in a location such that apedestrian shall not come

28、in contact with a moving vehicularaccess gate. A pedestrian gate shall not be incorporated into anautomated vehicular gate panel.5. Specific Applications5.1 Any non-automated gate that is to be automated shall beupgraded to conform to the provisions of this specification.5.2 This specification shall

29、 not apply to gates generally usedfor pedestrian access and to vehicular gates not to be auto-mated.5.3 Any existing automated gate, when the operator requiresreplacement, shall be upgraded to conform to the provisions ofthis specification in effect at that time.6. Vehicular Horizontal Slide Gates6.

30、1 The following provisions shall apply to Class I, Class IIand Class III vehicular horizontal slide gates:6.1.1 All weight bearing exposed rollers 8 ft (2.44 m), orless, above grade shall be guarded or covered.6.1.2 All openings shall be designed, guarded, or screenedfrom the bottom of the gate to t

31、he top of the gate or a minimumof 72 in. (1.83 m) above grade, whichever is less, to prevent a214 in. (57 mm) diameter sphere from passing through theopenings anywhere in the gate, and in that portion of theadjacent fence that the gate covers in the open position. Thegate panel shall include the ent

32、ire section of the moving gate,including any back frame or counterbalance portion of the gate.6.1.3 A gap, measured in the horizontal plane parallel to theroadway, between a fixed stationary object nearest the roadway(such as a gate support post) and the gate frame when the gateis in either the full

33、y open position or the fully closed position,shall not exceed 214 in. (57 mm). See Fig. 1.Exception:All other fixed stationary objects greater than 16in. (406 mm) from the gate frame shall not be required tocomply with this section.6.1.4 Positive stops shall be required to limit travel to thedesigne

34、d fully open and fully closed positions. These stopsshall be installed at either the top of the gate, or at the bottomF2200 1312of the gate where such stops shall horizontally or verticallyproject no more than is required to perform their intendedfunction.6.1.5 All gates shall be designed with suffi

35、cient lateralstability to assure that the gate will enter a receiver guide.6.1.5.1 Single Panel: Receiver guides shall be recessedbehind the leading edge of the receiver post or fixed object.Exception: Receiver guides mounted greater than 8 ft (2.44m) above grade shall not be required to comply with

36、 thissection.6.1.5.2 Dual Panels: Receiver guides, if used, may beinstalled on either panel, and shall include a cross-sectionalarea of 9 in.2(5806 mm2) or greater as measured on theleading edge of each guide.6.2 The following provisions shall apply to Class IV ve-hicular horizontal slide gates:6.2.

37、1 All weight bearing exposed rollers 8 ft (2.44 m), orless, above grade shall be guarded or covered.6.2.2 Positive stops shall be required to limit travel to thedesigned fully open and fully closed positions. These stopsshall be installed at either the top of the gate, or at the bottomof the gate wh

38、ere such stops shall horizontally or verticallyproject no more than is required to perform their intendedfunction.7. Vehicular Horizontal Swing Gates7.1 The following provisions shall apply to Class I, Class IIand Class III vehicular horizontal swing gates:7.1.1 Gates shall be designed, constructed

39、and installed soas not to create an entrapment area between the gate and thesupporting structure or other fixed object when the gate movestoward the fully open position, subject to the provisions in7.1.1.1 and 7.1.1.2.7.1.1.1 The width of an object (such as a wall, pillar orcolumn) covered by a swin

40、g gate when in the open positionshall not exceed 4 in. (102 mm), measured from the centerlineof the pivot point of the gate.Exception: For a gate that is not in compliance with thisprovision, the defined area shall be subject to the entrapmentprotection provisions of UL 325.7.1.1.2 Except for the zo

41、ne specified in Section 7.1.1.1, thedistance between a fixed object such as a wall, pillar or column,and a swing gate when in the open position shall not be lessthan 16 in. (406 mm).Exception: For a gate that is not in compliance with thisprovision, the defined area shall be subject to the entrapmen

42、tprotection provisions of UL 325.7.2 Class IV vehicular horizontal swing gates shall bedesigned, constructed and installed in accordance with securityrelated parameters specific to the application in question.8. Vehicular Vertical Lift Gates8.1 The following provisions shall apply to Class I, Class

43、IIand Class III vehicular vertical lift gates:8.1.1 All openings shall be designed, guarded or screened toprevent a 4 in. (102 mm) diameter sphere from passing throughthe openings anywhere in the gate.8.1.2 A gap, measured in the horizontal plane parallel to theroadway, between a fixed stationary ob

44、ject nearest the roadway(such as a gate support post) and the gate frame when the gateis in either the fully open position or the fully closed position,shall not exceed 4 in. (102 mm).Exception: All other fixed stationary objects greater than 16in. (406 mm) from the gate frame shall not be required

45、tocomply with this section.8.1.3 Horizontal and vertical framing members of a gateshall be smooth, and shall not include horizontal protrusionsother than gate hardware.8.1.4 A positive stop shall be required to limit travel to thedesigned fully open position.8.2 Class IV vehicular vertical lift gate

46、s shall be designed,constructed and installed in accordance with security relatedparameters specific to the application in question.9. Vehicular Vertical Pivot Gates9.1 The following provisions shall apply to Class I, Class II,and Class III vehicular vertical pivot gates:9.1.1 All areas of the movin

47、g gate panel from the bottom ofthe gate to the top of the gate or a minimum of 72 in. (1.83 m)above grade, whichever is less, that pass by a fixed stationaryobject, and in the area of the adjacent fence that the gate coversduring the travel of the gate, shall be designed, guarded orscreened to preve

48、nt a 214 in. (57 mm) diameter sphere frompassing through such areas.9.1.2 A gap, measured in the horizontal plane parallel to theroadway, between a fixed stationary object nearest the roadway(such as a gate support post) and the gate frame when the gateis in either the fully open position or the ful

49、ly closed position,shall not exceed 4 in. (102 mm).Exception: All other fixed stationary objects greater than 16in. (406 mm) from the gate frame shall not be required tocomply with this section.9.1.3 Horizontal and vertical framing members of a gateshall be smooth, and shall not include protrusions other thangate hardware.9.1.4 All gates shall be designed with sufficient lateralstability to assure that the gate will enter a receiver guide.FIG. 1 Vehicular Horizontal Slide Gate- Section ViewF2200 13139.2 Class IV vehicular vertical pivot gates sh