ASTM F1184-2005 Standard Specification for Industrial and Commercial Horizontal Slide Gates《工业和商业用水平滑动门标准规范》.pdf

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1、Designation: F 1184 05Standard Specification forIndustrial and Commercial Horizontal Slide Gates1This standard is issued under the fixed designation F 1184; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision.

2、 A number in 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 covers detailed requirements for can-tilever and overhead slide chain link fence gates, gate posts,and accessori

3、es for industrial and commercial applications.1.2 The values stated in inch-pound units are to be regardedas standard. The values given in brackets are for informationonly.2. Referenced Documents2.1 ASTM Standards:2A 780 Practice for Repair of Damaged and Uncoated Areasof Hot-Dip Galvanized Coatings

4、F 567 Practice for Installation of ChainLink FenceF 1043 Specification for Strength and Protective Coatingson Metal Industrial Chain Link Fence FrameworkF 1083 Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized) Welded, for Fence StructuresF 2200 Specification for Automated Vehicular

5、Gate Con-struction3. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 polymeras used in this specification, describespoly(vinyl chloride) (PVC) or polyester.4. Classification4.1 Horizontal slide gates covered by this specification shallbe of the types described in 4.1.1 and 4.1.2.

6、4.1.1 Type IOverhead SlideAny horizontal slide gatesupported only from above.4.1.2 Type IICantilever SlideAny horizontal slide gatespanning an opening lacking a top or bottom support withinthat opening. Type II gates shall be supplied in one of twoclasses:4.1.2.1 Class 1Steel frame gates and aluminu

7、m framegates using external rollers.4.1.2.2 Class 2Steel frame gates and aluminum framegates using internal rollers.5. Materials and Manufacture5.1 MaterialsThe base materials of the gate frame shallbe round or rectangular tubular members, welded at all corners.However, bolted or riveted, or both, f

8、ield assemblies ofmodular panels are permitted.5.1.1 The interior vertical or horizontal bracing, whenneeded, shall be the same metal tubular material and finish asthe gate frame, but need not be the same size.5.2 ManufactureGate frames shall be fabricated, andcoated where necessary, as described in

9、 5.2.1 through 5.2.6.For gates intended to be automated, manufacture shall conformto the applicable provisions of Specification F 2200.5.2.1 Zinc-Coated Steel Frames shall be in accordance withSpecifications F 1043 or F 1083, or a combination thereof, andshall match that selected for any adjoining f

10、ence framework.Welded joints shall be coated in accordance with PracticeA 780, employing a zinc-rich paint conforming to 4.2.2 ofPractice A 780 and following only the procedures outlined inA 2.1.3 and A 2.1.4 of Practice A 780.5.2.2 Aluminum Alloy Gate Frames shall be in accordancewith Specification

11、 F 1043 and shall meet the performancecriteria described in this specification.5.2.3 Polymer-Coated Steel or Polymer-Coated AluminumFrames shall be in accordance with Specification F 1043 andshall match that selected for any adjoining fence framework.Welded joints on steel gate frames shall be coate

12、d in accor-dance with Practice A 780, employing a zinc-rich paint con-forming to 4.2.2 of Practice A 780 and following only theprocedures outlined in A 2.1.3 and A 2.1.4 of Practice A 780.The painted areas shall then be top-coated to match the framecolor.5.2.4 Chain Link Gate FabricThe fabric shall

13、be asspecified for the adjoining fence.5.2.5 Barbed Wire TopWhen specified, the barbed wiretop shall have extensions to the gate frame to accommodatethree strands of barbed wire uniformly spaced and positionedso that the top strand is approximately 1 ft 0.305 m above thetop horizontal member of the

14、gate frame, except that theminimum height for barbed wire installed at the top of gates1This specification is under the jurisdiction of ASTM Committee F14 on Fencesand is the direct responsibility of Subcommittee F14.40 on Chain Link Fence andWire Accessories.Current edition approved July 1, 2005. P

15、ublished August 2005. Originallyapproved in 1988. Last previous edition approved in 2003 as F 1184 - 03.2For 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 standard

16、s Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.intended to be automated shall be in accordance with Specifi-cation F 2200. Barbed wire shall be attached by suitable meansto prevent wire fro

17、m moving out of position and shall besupported by the gate frame extensions at maximum intervalsof 10 ft 3.05 m.5.2.6 Barbed TapeThe minimum height for barbed tapeinstalled at the top of gates intended to be automated shall bein accordance with Specification F 2200.6. Dimensions6.1 Width of gate ope

18、ning shall be measured from oneinside face to the other inside face of the gate posts.6.2 Height of gate shall be measured from the finished gradeline to the top edge of the gate frame, to match the height of theadjoining fence as measured from the finished grade line to thetop edge of the top rail

19、or fabric.7. Gate Accessories7.1 All gate hardware shall be of sufficient strength anddurability to support the gate and repeated open-close cycles.7.2 In addition, latches shall have a provision for lockingdevices.8. Additional Specifications for Type I Gates8.1 The specifications given in 8.1.1 th

20、rough 8.1.7 shallapply only to Type I (overhead slide) gates with openingwidths up to 40 ft 12.2 m.8.1.1 Materials and ManufactureIn addition to thewelded construction specified in 5.1, the gate frame may bealternatively assembled with corner fittings. Gates assembledwith corner fittings shall have

21、adjustable truss rods of516 in.7.9 mm minimum diameter on panels 5 ft 1.52 m wide orwider. Truss rods shall be of the same base metal and finish asthe gate frame.8.1.2 Shape and SizeShape and size of the gate frameshall conform to procurement drawings or shall be of the shapeand size as specified. T

22、he gate frame width shall be the widthof the gate opening plus the diameter of one gate post.8.1.3 Dimension and WeightGate frame members shallhave dimensions and weights as described in Table 1.8.1.4 Gate PostsGates having an opening width of up to10 ft 3.05 m and an overhead clearance of up to 14

23、ft 4.27m shall be supported by steel posts with a nominal outsidediameter of 2.875 in. 73.02 mm and a minimum weight of4.64 lb/linear ft 6.91 kg/m. Gates having an opening widthlarger than 10 ft 3.05 m but up to 24 ft 7.32 m with anoverhead clearance of up to 22 ft 6.71 m shall be supportedby steel

24、posts with a nominal outside diameter of 4.00 in.101.6 mm and a minimum weight of 6.56 lb/linear ft 9.77kg/m. Gates having an opening width larger than 22 ft 6.7 mbut up to 40 ft 12.2 m and an overhead clearance of up to 22ft 6.71 m shall be supported by a double set of steel postswith a nominal out

25、side diameter of 4.00 in. 101.6 mm and aminimum weight of 6.56 lb/linear ft 9.77 kg/m, or a single setof steel posts with a nominal outside diameter of 6.625 in.168.3 mm and a minimum weight of 18.97 lb/linear ft 28.27kg/m. For post lengths over 24 ft 7.32 m, a single weld buttjoint reinforced by an

26、 internal sleeve at least 2 ft 0.61 m inlength will be permitted. Gate posts shall be installed inaccordance with Practice F 567.8.1.5 Gate Support MemberThe overhead track supportmember shall be as indicated in the project specifications. Thesupport member shall extend over the gate opening span an

27、dthe adjacent span at the specified ground clearance. Thesupport member shall be of adequate length to ensure a clearopening. The track and member shall have proper corrosionprotection.8.1.6 Roller AssemblyThe gate shall be suspended fromthe overhead track member by means of suitable internal orexte

28、rnal roller assemblies. These roller assemblies shall consistof at least two swivel type trucks having sealed lubricant ballbearing wheels, or roller bearing wheels with grease fittings,and include a means to assure that the trucks remain properlyaligned in or on the track during all normal operatio

29、ns of thegate.8.1.7 Gate ExtensionsGate extensions, which consist ofvertical members which span the distance between the top ofthe gate and the overhead track, shall be attached to the gateframe by means of a threaded or bolted coupling, or acombination of both.8.1.8 Gate Extension BracingSuitable d

30、iagonal or hori-zontal bracing, or both, shall be provided to ensure properrigidity of the gate during normal operation.9. Additional Specifications for Type II Gates9.1 The specifications given in 9.1.1 through 9.1.8 shallapply only to Type II (cantilever slide) gates with openingwidths up to 30 ft

31、 9.1 m and heights (see 5.2) up to 8 ft 2.4m.9.1.1 Shape and SizeShape and size of the gate frameshall conform to procurement drawings or shall be of the shapeand size as specified. The gate frame width shall be the widthof the opening plus the diameter of one gate post, plus anoverhang or counterba

32、lance panel of at least 40 % of the widthof the opening. Only the size of the opening need be filled withTABLE 1 Type I GatesGate Frame Members, Dimensions andWeightsGate Fabric WeightOutsideDimensionsNominal WeightAin. mm lb/ft kg/m6ft1.8morlessRound tubular (steel) 1.66 42.2 1.83 2.72Rectangular t

33、ubular (steel) 1.50 38.1 1.84 2.74Round tubular (aluminum) 1.90 48.3 0.91 1.35Rectangular tubular (aluminum) 2.00 50.8 0.91 1.35Over 6 ft 1.8 mRound tubular (steel) 1.90 48.3 2.28 3.39Rectangular tubular (steel) 2.00 50.8 2.52 3.75Round tubular (aluminum) 1.90 48.3 0.91 1.35Rectangular tubular (alum

34、inum) 2.00 50.8 0.91 1.35Interior bracingBRound pipe (steel) 1.66 42.2 1.83 3.39Rectangular pipe (steel) 1.50 38.1 1.84 2.74Round tubular (aluminum) 1.90 48.3 0.91 1.35Rectangular tubular (aluminum) 2.00 50.8 0.91 1.35AWeight tolerance, 65%.BThe gate shall have vertical interior bracing at maximum i

35、ntervals of 8 ft 2.4 m,and shall have a horizontal interior member if fabric height is 8 ft 2.4 m or more.F1184052fabric or other specified material. Class 1 and Class 2 gateswith tubular steel frames shall conform to the dimensions andweights in Table 2.9.1.2 Gate PostsGates having an opening width

36、 of up to12 ft 3.7 m shall be supported by steel posts with a nominaloutside diameter of 2.875 in. 73.03 mm and a minimumweight of 4.64 lb/linear ft 6.91 kg/m. Gates having anopening width larger than 12 ft 3.7 m shall be supported bysteel posts with a nominal outside diameter of 4.00 in. 101.6mm an

37、d a minimum weight of 6.56 lb/linear ft 9.77 kg/m.Gate posts shall be installed in accordance with Practice F 567.9.1.3 Guide Posts (for Class 1 Gates Only)Guide postsfor all Class 1 gates equal to the height of the gate shall beinstalled adjacent to each gate support post (see Fig. 1). Thegate shal

38、l slide between the gate support posts and the guideposts. Guide posts shall be the same as, or one pipe diametersmaller than, the gate support posts and shall have a minimumweight of 3.11 lb/ft 4.63 kg/m.9.1.4 Roller Assembly:9.1.4.1 External rollers for Class 1 gates shall be galvanized,malleable

39、iron riding on a caged cylindrical roller or needlebearing. The bearing shall extend a minimum of 90 % of thewidth of the inside of the roller wheel, turn on a steel axle shaftand be housed within a steel bearing race or sleeve. Thebearing shall not ride on any surface of the iron casting. Theroller

40、 shall be drilled, tapped and equipped with a greasefitting. Roller assemblies shall be secured to the gate posts witha minimum of two58 in. 15.9 mm diameter “U” bolts, nuts,and lock washers for each assembly.9.1.4.2 Internal rollers for Class 2 gates shall consist of twoswivel type trucks having se

41、aled lubricant ball bearing wheelsand a means to assure that the trucks remain properly alignedin the track during all normal operations of the gate.9.1.4.3 Top Roller GuardsTop external rollers for Class 1gates shall be covered by top roller guards (see Fig. 2). Toproller guards shall be designed t

42、o help lessen pinch points,thereby helping eliminate possible injuries from top externalrollers. The top roller guards shall be installed to help providea safe opening from the bottom edge of the guard to the topedge of the gate frame. The maximum opening between thegate frame and the guard shall be

43、 0.25 in. 6.4 mm.9.1.4.4 Bottom Protective PlatesBottom external rollersfor Class 1 gates shall have a bottom roller protective plateattached (see Fig. 2). The bottom protective plate shall besecured behind the cotter pin (or behind the nut and cotter pin,if used) on the roller axle.9.1.5 Performanc

44、e CriteriaAll Class 2 gates shall per-form to the minimum criteria outlined in Table 3 and shall beinstalled to manufacturers specifications.All minimum perfor-mance criteria for the fabric or other filler material and otheraccessories installed shall be met, including a gate operatorwhere specified

45、.9.1.6 Field AdjustmentAll gates shall be designed with ameans to adjust the vertical alignment of the gate in the field.9.1.7 LatchingAll gates shall be designed with sufficientlateral stability to assure that the gate will enter a catcher whichhas a 12 in. 305 mm width (6 in. 152 mm on each side f

46、romcenter) under wind loads as indicated and using the particularmeans of operation as indicated in the project specifications.9.1.8 Assembly and installation instructions which clearlyoutline the proper procedure for all required assembly andproper installation and tuning of the gate shall be inclu

47、ded withall gate shipments.TABLE 2 Gate Frame Members, Dimensions and Weights TypeII, Class 1 or Class 2 Gates with Tubular Steel FramesGate Opening Widthand HeightOutsideDiameterof PipeNominal MinimumWeight of Pipein. mm lb/ft kg/mFrame Size4 ft 1.2 m width or less6 ft 1.8 m height or less1.90 48.2

48、6 2.28 3.40 kg/mOver 4 ft 1.2 m widthAll heights2.375 60.325 3.11 4.63 kg/mInterior bracingAll gates 1.90 48.26 2.28 3.40 kg/mDiagonal bracingAll gates 1.90 48.26 2.28 3.40 kg/mFIG. 1 Post Configuration and Roller GuardsFIG. 2 Top Roller Guard and Bottom Protective PlateTABLE 3 Minimum Performance C

49、riteria, Type II, Class 2 GatesPerformance FactorMaximum Allowable DistancesOpening WidthUp to 21 ft 6.4 mOpening Widths,21 ft to 30 ft 6.4mto9.1min. mm in. mmDownward deflection (unloaded)A 12 12.7 1 25.4Downward deflection (loaded)A2 50.8 3 76.2Vertical chordB 12 12.7 1 25.4Lateral chord (camber)C 12 12.7 1 25.4ADownward deflection, unloaded and loadedMeasure the gate w