1、Designation: F1184 05 (Reapproved 2010)F1184 16Standard Specification forIndustrial and Commercial Horizontal Slide Gates1This standard is issued under the fixed designation F1184; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, th
2、e year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers detailed requirements for cantilever and overhead slide chain link fence gates, ga
3、te posts, andaccessories for industrial and commercial applications.1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are for informationonly.2. Referenced Documents2.1 ASTM Standards:2A780 Practice for Repair of Damaged and Uncoated Areas of H
4、ot-Dip Galvanized CoatingsB221 Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and TubesF567 Practice for Installation of Chain-Link FenceF1043 Specification for Strength and Protective Coatings on Steel Industrial Fence FrameworkF1083 Specification for Pipe, Steel
5、, Hot-Dipped Zinc-Coated (Galvanized) Welded, for Fence StructuresF2200 Specification for Automated Vehicular Gate Construction3. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 polymeras used in this specification, describespoly(vinyl chloride) (PVC) or polyester.4. Classificati
6、on4.1 Horizontal slide gates covered by this specification shall be of the types described in 4.1.1 and 4.1.2.4.1.1 Type IOverhead SlideAny horizontal slide gate supported only from above.4.1.2 Type IICantilever SlideAny horizontal slide gate spanning an opening lacking a top or bottom support withi
7、n thatopening. Type II gates shall be supplied in one of two classes:4.1.2.1 Class 1Steel frame gates and aluminum frame gates using external rollers.4.1.2.2 Class 2Steel frame gates and aluminum frame gates using internal rollers.5. Materials and Manufacture5.1 MaterialsThe base materials of the ga
8、te frame shall be round or rectangular tubular members, welded at all corners.However, bolted or riveted, or both, field assemblies of modular panels are permitted.5.1.1 The interior vertical or horizontal bracing, when needed, shall be the same metal tubular material and finish as the gateframe, bu
9、t need not be the same size.5.2 ManufactureGate frames shall be fabricated, and coated where necessary, as described in 5.2.1 through 5.2.6. For gatesintended to be automated, manufacture shall conform to the applicable provisions of Specification F2200.1 This specification is under the jurisdiction
10、 of ASTM Committee F14 on Fences and is the direct responsibility of Subcommittee F14.40 on Chain Link Fence and WireAccessories.Current edition approved July 1, 2010Jan. 1, 2016. Published October 2010January 2016. Originally approved in 1988. Last previous edition approved in 20052010 asF1184 - 05
11、.F1184 - 05(2010). DOI: 10.1520/F1184-05R10.10.1520/F1184-16.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.
12、This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior edi
13、tions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States15.2.1 Zinc-Coated Steel Frames shall be in accor
14、dance with Specifications F1043 or F1083, or a combination thereof, and shallmatch that selected for any adjoining fence framework. Welded joints shall be coated in accordance with Practice A780, employinga zinc-rich paint conforming to 4.2.2 of Practice A780 and following only the procedures outlin
15、ed inA2.1.3 andA2.1.4 of PracticeA780.5.2.2 Aluminum Alloy Gate Frames shall be in accordance with SpecificationSpecifications F1043B221, 6005-T61, 6061-T6,or 6063-T6, and shall meet the performance criteria described in this specification.5.2.3 Polymer-Coated Steel or Polymer-Coated Aluminum Frames
16、 shall be in accordance with Specification F1043 and shallmatch that selected for any adjoining fence framework. Welded joints on steel gate frames shall be coated in accordance withPractice A780, employing a zinc-rich paint conforming to 4.2.2 of Practice A780 and following only the procedures outl
17、ined inA2.1.3 and A2.1.4 of Practice A780. The painted areas shall then be top-coated to match the frame color.5.2.4 Chain Link Gate FabricThe fabric shall be as specified for the adjoining fence.5.2.5 Barbed Wire TopWhen specified, the barbed wire top shall have extensions to the gate frame to acco
18、mmodate threestrands of barbed wire uniformly spaced and positioned so that the top strand is approximately 1 ft (0.305 m) above the tophorizontal member of the gate frame, except that the minimum height for barbed wire installed at the top of gates intended to beautomated shall be in accordance wit
19、h Specification F2200. Barbed wire shall be attached by suitable means to prevent wire frommoving out of position and shall be supported by the gate frame extensions at maximum intervals of 10 ft (3.05 m).5.2.6 Barbed TapeThe minimum height for barbed tape installed at the top of gates intended to b
20、e automated shall be inaccordance with Specification F2200.6. Dimensions6.1 Width of gate opening shall be measured from one inside face to the other inside face of the gate posts.6.2 Height of gate shall be measured from the finished grade line to the top edge of the gate frame, to match the height
21、 of theadjoining fence as measured from the finished grade line to the top edge of the top rail or fabric.7. Gate Accessories7.1 All gate hardware shall be of sufficient strength and durability to support the gate and repeated open-close cycles.7.2 In addition, latches shall have a provision for loc
22、king devices.8. Additional Specifications for Type I Gates8.1 The specifications given in 8.1.1 through 8.1.7 shall apply only to Type I (overhead slide) gates with opening widths up to40 ft (12.2 m).8.1.1 Materials and ManufactureIn addition to the welded construction specified in 5.1, the gate fra
23、me may be alternativelyassembled with corner fittings. Gates assembled with corner fittings shall have adjustable truss rods of 516 in. (7.9 mm) (7.9 mm)minimum diameter on panels 5 ft (1.52 m) wide or wider. Truss rods shall be of the same base metal and finish as the gate frame.8.1.2 Shape and Siz
24、eShape and size of the gate frame shall conform to procurement drawings or shall be of the shape andsize as specified. The gate frame width shall be the width of the gate opening plus the diameter of one gate post.8.1.3 Dimension and WeightGate frame members shall have dimensions and weights as desc
25、ribed in Table 1.TABLE 1 Type I GatesGate Frame Members, Dimensions andWeightsGate Fabric Weight Outside Dimensions Nominal WeightAin. (mm) lb/ft (kg/m)6 ft (1.8 m) or lessRound tubular (steel) 1.66 (42.2) 1.83 (2.72)Rectangular tubular (steel) 1.50 (38.1) 1.84 (2.74)Round tubular (aluminum) 1.90 (4
26、8.3) 0.91 (1.35)Rectangular tubular (aluminum) 2.00 (50.8) 0.91 (1.35)Over 6 ft (1.8 m)Round tubular (steel) 1.90 (48.3) 2.28 (3.39)Rectangular tubular (steel) 2.00 (50.8) 2.52 (3.75)Round tubular (aluminum) 1.90 (48.3) 0.91 (1.35)Rectangular tubular (aluminum) 2.00 (50.8) 0.91 (1.35)Interior bracin
27、gBRound pipe (steel) 1.66 (42.2) 1.83 (3.39)Rectangular pipe (steel) 1.50 (38.1) 1.84 (2.74)Round tubular (aluminum) 1.90 (48.3) 0.91 (1.35)Rectangular tubular (aluminum) 2.00 (50.8) 0.91 (1.35)AWeight tolerance, 5 %.BThe gate shall have vertical interior bracing at maximum intervals of 8 ft (2.4 m)
28、,and shall have a horizontal interior member if fabric height is 8 ft (2.4 m) or more.F1184 1628.1.4 Gate PostsGates having an opening width of up to 10 ft (3.05 m) and an overhead clearance of up to 14 ft (4.27 m)(4.27 m) shall be supported by steel posts with a nominal outside diameter of 2.875 in
29、. (73.02 mm) and a minimum weight of 4.64lb/linear ft (6.91 kg/m). Gates having an opening width larger than 10 ft (3.05 m) but up to 24 ft (7.32 m) with an overheadclearance of up to 22 ft (6.71 m) shall be supported by steel posts with a nominal outside diameter of 4.00 in. (101.6 mm) anda minimum
30、 weight of 6.56 lb/linear ft (9.77(9.77 kg kg/m). m). Gates having an opening width larger than 22 ft (6.7 m) but upto 40 ft (12.2 m) and an overhead clearance of up to 22 ft 22 ft (6.71 m) shall be supported by a double set of steel posts witha nominal outside diameter of 4.00 in. (101.6 mm) and a
31、minimum weight of 6.56 lb/linear ft (9.77 kg/m), or a single set of steelposts with a nominal outside diameter of 6.625 in. (168.3 mm) and a minimum weight of 18.97 lb/linear ft (28.27(28.27 kg kg/m).m). For post lengths over 24 ft (7.32 m), a single weld butt joint reinforced by an internal sleeve
32、at least 2 ft (0.61 m) in lengthwill be permitted. Gate posts shall be installed in accordance with Practice F567.8.1.5 Gate Support MemberThe overhead track support member shall be as indicated in the project specifications. The supportmember shall extend over the gate opening span and the adjacent
33、 span at the specified ground clearance. The support member shallbe of adequate length to ensure a clear opening. The track and member shall have proper corrosion protection.8.1.6 Roller AssemblyThe gate shall be suspended from the overhead track member by means of suitable internal or externalrolle
34、r assemblies. These roller assemblies shall consist of at least two swivel type trucks having sealed lubricant ball bearingwheels, or roller bearing wheels with grease fittings, and include a means to assure that the trucks remain properly aligned in oron the track during all normal operations of th
35、e gate.8.1.7 Gate ExtensionsGate extensions, which consist of vertical members which span the distance between the top of the gateand the overhead track, shall be attached to the gate frame by means of a threaded or bolted coupling, or a combination of both.8.1.8 Gate Extension BracingSuitable diago
36、nal or horizontal bracing, or both, shall be provided to ensure proper rigidity ofthe gate during normal operation.9. Additional Specifications for Type II Gates9.1 The specifications given in 9.1.1 through 9.1.8 shall apply only to Type II (cantilever slide) gates with opening widths upto 30 ft (9.
37、1 m) and heights (see 5.2) up to 8 ft (2.4 m).(2.4 m).9.1.1 Shape and SizeShape and size of the gate frame shall conform to procurement drawings or shall be of the shape andsize as specified. The gate frame width shall be the width of the opening plus the diameter of one gate post, plus an overhang
38、orcounterbalance panel of at least 40 % of the width of the opening. Only the size of the opening need be filled with fabric or otherspecified material. Class 1 and Class 2 gates with tubular steel frames shall conform to the dimensions and weights in Table 2.9.1.2 Gate PostsGates having an opening
39、width of up to 12 ft (3.7 m) shall be supported by steel posts with a nominal outsidediameter of 2.875 in. (73.03 mm) and a minimum weight of 4.64 lb/linear ft (6.91 kg/m). Gates having an opening width largerthan 12 ft (3.7 m) shall be supported by steel posts with a nominal outside diameter of 4.0
40、0 in. (101.6 mm) and a minimum weightof 6.56 lb/linear ft (9.77 kg/m). Gate posts shall be installed in accordance with Practice F567.9.1.3 Guide Posts (for Class 1 Gates Only)Guide posts for all Class 1 gates equal to the height of the gate shall be installedadjacent to each gate support post (see
41、Fig. 1). The gate shall slide between the gate support posts and the guide posts. Guide postsshall be the same as, or one pipe diameter smaller than, the gate support posts and shall have a minimum weight of 3.11 lb/ft (4.63kg/m).9.1.4 Roller Assembly:9.1.4.1 External rollers for Class 1 gates shall
42、 be galvanized, malleable iron riding on a caged cylindrical roller or needlebearing. The bearing shall extend a minimum of 90 % of the width of the inside of the roller wheel, turn on a steel axle shaft andbe housed within a steel bearing race or sleeve. The bearing shall not ride on any surface of
43、 the iron casting. The roller shall bedrilled, tapped and equipped with a grease fitting. Roller assemblies shall be secured to the gate posts with a minimum of two 58in. (15.9 mm) diameter “U” bolts, nuts, and lock washers for each assembly.TABLE 2 Gate Frame Members, Dimensions and Weights Type II
44、,Class 1 or Class 2 Gates with Tubular Steel FramesGate Opening Widthand HeightOutsideDiameterof PipeNominal MinimumWeight of Pipein. (mm) lb/ft (kg/m)Frame Size4 ft (1.2 m) width or less6 ft (1.8 m) height or less1.90 (48.26) 2.28 (3.40 kg/m)Over 4 ft (1.2 m) widthAll heights2.375 (60.325) 3.11 (4.
45、63 kg/m)Interior bracingAll gates 1.90 (48.26) 2.28 (3.40 kg/m)Diagonal bracingAll gates 1.90 (48.26) 2.28 (3.40 kg/m)F1184 1639.1.4.2 Internal rollers for Class 2 gates shall consist of two swivel type trucks having sealed lubricant ball bearing wheels anda means to assure that the trucks remain pr
46、operly aligned in the track during all normal operations of the gate.9.1.4.3 Top Roller GuardsTop external rollers for Class 1 gates shall be covered by top roller guards (see Fig. 2). Top rollerguards shall be designed to help lessen pinch points, thereby helping eliminate possible injuries from to
47、p external rollers. The toproller guards shall be installed to help provide a safe opening from the bottom edge of the guard to the top edge of the gate frame.The maximum opening between the gate frame and the guard shall be 0.25 in. (6.4 mm).9.1.4.4 Bottom Protective PlatesBottom external rollers f
48、or Class 1 gates shall have a bottom roller protective plate attached(see Fig. 2). The bottom protective plate shall be secured behind the cotter pin (or behind the nut and cotter pin, if used) on theroller axle.9.1.5 Performance CriteriaAll Class 2 gates shall perform to the minimum criteria outlin
49、ed in Table 3 and shall be installedto manufacturers specifications. All minimum performance criteria for the fabric or other filler material and other accessoriesinstalled shall be met, including a gate operator where specified.9.1.6 Field AdjustmentAll gates shall be designed with a means to adjust the vertical alignment of the gate in the field.9.1.7 LatchingAll gates shall be designed with sufficient lateral stability to assure that the gate will enter a catcher which hasa 12 in. (305 mm) width (6 in. (152 mm) on each side from center) under
