1、Designation: F 2200 05Standard Specification forAutomated Vehicular Gate Construction1This standard is issued under the fixed designation F 2200; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number i
2、n parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification defines performance-based andprescriptive-based methods of evaluating various classes ofgates that are used for vehicular t
3、raffic 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 this specification will be subjectto any applicable provisions contain
4、ed in this specification.1.4 Automated vehicular gates that do not comply with thisspecification shall be subject to independent evaluation forcompliance with UL 325.2. Referenced Documents2.1 UL Standard:UL 325 Standard for Door, Drapery, Gate, Louver, andWindow Operators and Systems23. Terminology
5、3.1 bottom retaineran 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
6、intended for use in a home ofone-to-four single family dwelling, or a garage or parking areaassociated therewith.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 otherb
7、uilding servicing 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 intended to service the general public.3.6 Class IV Gatea gate intended for use in a guardedindustrial location or building
8、 such as a airport security area orother restricted access locations not servicing the generalpublic, in which unauthorized access is prevented by means ofsupervision by security personnel.3.7 entrapmentthe condition of being caught or held in aposition that increases the risk of injury.3.8 gate lat
9、cha manual mechanism that secures the gatein either 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
10、 9 in.25806 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 o
11、therfixed 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 ho
12、rizontal 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, wher
13、eopening 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.Current
14、 edition approved July 15, 2005. Published August 2005. Originallyapproved in 2002. Last previous edition approved in 2002 as F 2200 - 02.2Available from Underwriters Laboratories, Corporate Progress, 333 PfingstenRd., Northbrook, IL 60062-2096.1Copyright ASTM International, 100 Barr Harbor Drive, P
15、O Box C700, West Conshohocken, PA 19428-2959, United States.3.17 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 anarc in a vertica
16、l 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 the appropriate g
17、ate type listed in Sections5-10.4.2 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 exceeding 0.50
18、in. 12.7 mmwhen 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 manuallyoperated gate
19、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 smooth on allsurfaces wit
20、h 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 top decorative designs
21、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 locks, wheels andpositive
22、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 protrusions.4.8.8 For vert
23、ical 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 initiated by gravity when an
24、automatic operator is disconnected.4.10 A pedestrian gate shall not be incorporated into avehicular gate panel or that portion of the adjacent fence thatthe gate covers in the open position.5. Specific Applications5.1 Any non-automated gate that is to be automated shall beupgraded to conform to the
25、provisions of this specification.5.2 This specification shall 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
26、 in effect at that time.6. Vehicular Horizontal Slide Gates6.1 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 des
27、igned, guarded or screenedfrom the bottom of the gate to a minimum of 48 in. 1.22 mabove grade to prevent a 214 in. 57 mm diameter sphere frompassing through the openings anywhere in the gate, and in thatportion of the adjacent fence that the gate covers in the openposition.6.1.3 All openings locate
28、d between 48 in. 1.22 m and 72in. 1.83 m above grade shall be designed, guarded orscreened to prevent a 4 in. 102 mm diameter sphere frompassing through the openings anywhere in the gate, and in thatportion of the adjacent fence that the gate covers in the openposition.6.1.4 A gap, measured in the h
29、orizontal 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 fully closed position,shall not exceed 214 in. 57 mm. See Fig. 1.Exception:All other fixed stationary
30、 objects greater than 16in. 406 mm from the gate frame shall not be required tocomply with this section.6.1.5 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 gat
31、e where such stops shall horizontally or verticallyproject no more than is required to perform their intendedfunction.FIG. 1 Vehicular Horizontal Slide Gate- Section ViewF22000526.1.6 All gates shall be designed with sufficient lateralstability to assure that the gate will enter a receiver guide.6.1
32、.6.1 Single Panel:Receiver guides shall be recessed behind the leading edge ofthe receiver post or fixed object.Exception: Receiver guides mounted greater than 8 ft 2.44m above grade shall not be required to comply with thissection.6.1.6.2 Dual Panels:Receiver guides, if used, may be installed on ei
33、ther panel,and shall include a cross-sectional area of 9 in.25806 mm2orgreater as measured on the leading edge of each guide.6.2 The following provisions shall apply to Class IV ve-hicular horizontal slide gates:6.2.1 All weight bearing exposed rollers 8 ft 2.44 m, orless, above grade shall be guard
34、ed 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 where such stops shall horizontally or verticallyproject no more than is required to per
35、form 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 and installed soas not to create an entrapment area between the gate and thesupporting
36、 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 swing gate when in the open positionshall not exceed 4 in. 102 mm, measured from the cente
37、rlineof 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 zone specified in Section 7.1.1.1, thedistance between a fixed object such as a wall, pill
38、ar 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 entrapmentprotection provisions of UL 325.7.2 Class IV vehicular horizontal swing gates shall bedes
39、igned, 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 IIand Class III vehicular vertical lift gates:8.1.1 All openings shall be designed, guarde
40、d 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 object nearest the roadway(such as a gate support post) and the gate frame when the gateis in
41、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 tocomply with this section.8.1.3 Horizontal and vertical framing members of a gateshall be smoot
42、h, 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 gates shall be designed,constructed and installed in accordance with security relatedparameters spec
43、ific to the application in question.9. Vehicular Vertical Pivot Gates9.1 The following provisions shall apply to Class I, Class IIand Class III vehicular vertical pivot gates:9.1.1 All openings covered by the operator when the gate iseither in the fully open or the fully closed position and in thatp
44、ortion of the operator and adjacent fence that the gate coversduring the travel of the gate, shall be designed, guarded orscreened to prevent a 214 in. 57 mm diameter sphere frompassing through the openings anywhere in the gate.9.1.2 A gap, measured in the horizontal plane parallel to theroadway, be
45、tween 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 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
46、 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.9
47、.2 Class IV vehicular vertical pivot gates shall be designed,constructed and installed in accordance with security relatedparameters specific to the application in question.10. Vehicular Overhead Pivot Gates10.1 The following provisions shall apply to Class I, ClassII and Class III vehicular overhea
48、d pivot gates:10.1.1 All weight bearing exposed rollers 8 ft 2.44 m, orless, above grade shall be guarded or covered.10.1.2 All openings shall be designed, guarded or screenedto prevent a 4 in. 102 mm diameter sphere from passingthrough the openings anywhere in the gate.10.1.3 A gap, measured in the
49、 horizontal plane parallel tothe roadway, between a fixed stationary object nearest theroadway (such as a gate support post) and the gate frame whenthe gate is in either the fully open position or the fully closedposition, shall not exceed 214 in. 57 mm.Exception: All other fixed stationary objects greater than 16in. 406 mm from the gate frame shall not be required tocomply with this section.10.1.4 Horizontal and vertical framing members of a gateshall be smooth, and shall not include protrusions other tha
