ASTM E1637-1998(2011) Standard Specification for Structural Standing Seam Aluminum Roof Panel Systems《结构级固定接缝屋面铝板系统的标准规格》.pdf

1、Designation: E1637 98 (Reapproved 2011)Standard Specification forStructural Standing Seam Aluminum Roof Panel Systems1This standard is issued under the fixed designation E1637; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the ye

2、ar 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 the design, construction, andweatherability of structural standing seam aluminum roof

3、panelsystems. It includes performance requirements for the follow-ing elements only: panels, concealed panel clips, panel/clipanchorage, and panel joint sealers.NOTE 1These systems are used on both low-slope and steep-sloperoof applications. They also are used with or without an underlying deckor sh

4、eathing.1.2 The objective of this specification is to provide for theoverall performance of the structural standing seam aluminumroof panel system as defined in 3.2.6 during its service life inorder to provide weather protection, carry the specified designloads, and allow proper access over the roof

5、 surface in order toprovide for periodic maintenance of the equipment by thebuilding owner.1.3 In addition to structural characteristics, the specifiershall evaluate other characteristics beyond the scope of thisspecification that affect the final choice of roof construction.These include, but are n

6、ot limited to, functional, legal, insur-ance, and economic considerations. See Appendix X1 for thespecifiers checklist.1.4 This specification is not intended to exclude products orsystems not covered by the referenced documents.1.5 The values stated in inch-pound units are to be regardedas standard.

7、 The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.6 The text of this specification contains notes and foot-notes that provide explanatory information and are not require-ments of this specification.2. Refe

8、renced Documents2.1 ASTM Standards:2B209 Specification for Aluminum and Aluminum-AlloySheet and PlateC711 Test Method for Low-Temperature Flexibility andTenacity of One-Part, Elastomeric, Solvent-Release TypeSealantsC765 Test Method for Low-Temperature Flexibility of Pre-formed Tape SealantsC879 Tes

9、t Methods for Release Papers Used with Pre-formed Tape SealantsD1667 Specification for Flexible Cellular MaterialsPoly(Vinyl Chloride) Foam (Closed-Cell)D3310 Test Method for Determining Corrosivity of Adhe-sive MaterialsE631 Terminology of Building ConstructionsE1592 Test Method for Structural Perf

10、ormance of SheetMetal Roof and Siding Systems by Uniform Static AirPressure DifferenceE1646 Test Method for Water Penetration of Exterior MetalRoof Panel Systems by Uniform Static Air PressureDifferenceE1680 Test Method for Rate of Air Leakage ThroughExterior Metal Roof Panel SystemsG21 Practice for

11、 Determining Resistance of Synthetic Poly-meric Materials to Fungi2.2 FM Approvals LLC Standard:3Approval Standard for Class 1 Panel Roofs, Class Number44712.3 UL Standard:4UL 580 Standard for Safety, Tests for Uplift Resistance ofRoof Assemblies2.4 AA Document:5Aluminum Design Manual, Latest Editio

12、n2.5 AISI Document:6S100 North American Specification for the Design of Cold-Formed Steel Structure Members1This specification is under the jurisdiction of ASTM Committee E06 onPerformance of Buildings and is the direct responsibility of Subcommittee E06.57on Performance of Metal Roof Systems.Curren

13、t edition approved Aug. 15, 2011. Published September 2011. Originallyapproved in 1994. Last previous edition approved in 2003 as E1637 98 (2003).DOI: 10.1520/E1637-98R11.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Ann

14、ual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from FM Approvals LLC, 1151 Boston Providence Turnpike, P.O.Box 9102, Norwood, MA 02062, http:/.4Available from Underwriters Laboratories (UL), 2600 N.W. Lake Rd., Camas,WA 98607-

15、8542, http:/.5Available from Aluminum Association (AA), Inc., 1525 Wilson Blvd., Suite600, Arlington, VA 22209, http:/www.aluminum.org.6Available from American Iron and Steel Institute (AISI), 1140 ConnecticutAve., NW, Suite 705, Washington, DC 20036, http:/www.steel.org.1Copyright ASTM Internationa

16、l, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.2.6 MBMA Document:7MBMA Low Rise Building Systems Manual, Latest Edition2.7 ASHRAE Document:81997 ASHRAE Handbook of Fundamentals2.8 NCC Document:91981 B Climatography of U.S. #813. Terminology3.1 Definitions:3.1.

17、1 Refer to the latest edition of the MBMA Low RiseBuilding Systems Manual and Terminology E631 for defini-tions of terms used in this specification.3.2 Definitions of Terms Specific to This Standard:3.2.1 construction loads, nthose loads encountered duringthe erection of the roof system only.3.2.2 f

18、ixing line, na line or adjacent lines of fixed points.3.2.3 maintenance loads, nloads including, but not lim-ited to, personnel, equipment, and materials required to main-tain functionality of the building.3.2.4 oil canning, na waviness that occurs in flat areas ofmetal.3.2.5 sealer, nany material t

19、hat is used to seal cracks,joints, or laps.3.2.6 structural standing seam aluminum roof panel system,nan aluminum roof system designed to resist positive andnegative loads applied normal to the panel surface without thebenefit of a supporting deck or sheathing.3.2.7 thermal movement, nthe reaction o

20、f the roof systemin response to changes in the panel temperature.4. Performance Requirements4.1 DesignThe roof system shall be designed for specifieddesign loads and thermal effects.4.1.1 Minimum environmental design loads shall be deter-mined by the governing code or the design professional.4.1.2 T

21、he finished roof system shall be capable of sustaininga minimum 200-lb (0.9-kN) concentrated load on any 12-in. by12-in. (300-mm by 300-mm) area of finished roof withoutcausing seam separation, permanent panel buckling, or loss ofweathertightness.4.1.3 Thermal movement shall be provided for in accor

22、-dance with Sections 7 and 8. Temperature extremes for manylocalities are found in documents referenced in 2.6-2.8.4.1.4 The standing seam roof system clips do not alwaysprovide full lateral support to secondary structural members.The degree of lateral support provided to the secondarystructural mem

23、bers by the panel system shall be determined byan appropriate test, or in the absence of such test, the panelmust be assumed to provide no lateral support.NOTE 2The Base Test Method for Purlins Supporting a StandingSeam Roof System in the AISI S100 Cold-Formed Steel Design Manualis used to evaluate

24、lateral support when the secondary structural iscold-formed Zee or Cee purlins.4.2 Protection of Incompatible MaterialsComponentsconstructed of incompatible materials shall not be placedtogether without an effective separating material.4.3 Oil CanningOil canning is an inherent characteristicof produ

25、cts covered by this specification, particularly thosewith broad, flat areas. It is the result of several factors thatinclude, but are not limited to, induced stresses in the basematerial, fabrication methods, and installation and thermalforces. While oil canning is an aesthetic issue, structuralinte

26、grity is not normally affected. Oil canning is not groundsfor panel rejection unless it does not meet prior standardsestablished by the specifier.5. Structural Integrity5.1 Panel System Design:5.1.1 Structural panels shall be designed in accordance withthe Specifications for Aluminum Structures and

27、in accordancewith sound engineering methods and practices.5.1.2 Deflection and serviceability shall be accounted for.10The deflection shall be limited so as to allow the roof toperform as designed. The substrate deflection shall not causestrains to the panels that affect the serviceability of the sy

28、stem.5.2 Panel System Testing:5.2.1 Static (Positive or Negative) Load CapacityWhenthe panel system does not comply with the requirements forusing the design procedures of the Specifications for Alumi-num Structures, testing shall be performed to determine theroofs load capacity.5.2.2 Uplift IndexWh

29、en required by the specifier, the roofsystem shall be tested in accordance with the requirements of5.3 of FMApprovalsApproval Standard 4471, or UnderwritersLaboratories UL 580 or Test Method E1592 or other applicabletests (see Appendix X2).6. Panel Material6.1 The panel material shall be in accordan

30、ce with theSpecifications for Aluminum Structures and SpecificationB209.6.2 Aluminum alloy, temper, and metal thickness shall be asrequired to resist specified design loads.7. Panel Clips7.1 Connections of panels to structural members shall bemade with concealed panel clips compatible with the panel

31、design.7.2 Provisions for the thermal movement between the paneland the structure to which it is attached shall be accomplishedby the use of concealed panel clips allowing such movement,except as provided in 7.3.7.3 When the building geometry and the rotational flexibil-ity of the support members pe

32、rmit, it is permissible to resolvethermal movement through controlled rotation of the interme-diate structural members rather than movement within thepanel clip.7Available from Metal Building ManufacturersAssociation (MBMA), Inc., 1300Summer Avenue, Cleveland, OH 44115-2851, http:/.8Available from A

33、merican Society of Heating, Refrigerating, and Air-Conditioning Engineers, Inc. (ASHRAE), 1791 Tullie Circle, NE, Atlanta, GA30329, http:/www.ashrae.org.9Available from National Climatic Center (NCC), 151 Patton Ave., Asheville,NC 28801, http:/www.ncdc.noaa.gov/oa/ncdc.html.10Fisher, J. M. and West,

34、 M. A., “Serviceability Design Considerations forLow-Rise Buildings,” AISC Design Guide, No. 3.E1637 98 (2011)27.4 Where insulation is applied between the panels andsupporting structure, the panel clips shall be designed to becompatible with the thickness and compressibility of theinsulation. If the

35、rmal spacers are required for insulation per-formance, the panel clip must be compatible with the thermalspacer to reduce secondary stresses due to walking.8. Panel and Clip Anchorage8.1 Afixing line is required to anchor roof panels in order tomaintain end alignment and to resist in-plane gravity a

36、ndthermal force components.8.2 Fasteners that penetrate the roof surface are permittedonly at panel endlaps, penetrations, fixing lines, rib reinforce-ments, and at roof termination lines. Details at these locationsshall allow for the expected thermal movement.8.3 Nails shall not be used where subje

37、ct to withdrawalloads.9. Weather Tightness9.1 Panel-to-panel sidelap connections and endlaps shall beweathertight.9.2 Panels of maximum practicable lengths shall be used tominimize endlaps.9.3 Sealers:9.3.1 Sidelap SealerWhen the climate, roof slope, androof system design warrant, the standing seam

38、sidelap shallhave a sealer (see Note 3). When the sealer is factory applied,it shall remain in place and be protected during transit. In somecases, the panel geometry will provide the required protection.All sealers shall remain in place during panel installation andbe protected during storage and i

39、nstallation from any contami-nation and abrasion that unduly affects service.NOTE 3When the slope of the roof is steep, or when the roof systemis in a geographic area with little rainfall or snowfall, a sidelap or endlapsealer may not necessarily be required.9.3.1.1 The sealer shall be of sufficient

40、 size and shape to fillthe maximum void to be sealed and to ensure compression afterengagement. The minimum compression shall be 30 % byvolume, or the adhesion plus webbing characteristics shall beas required to maintain watertightness.An appropriate test willbe used to demonstrate the roof panel sy

41、stems resistance toponded water. The sealer shall remain flexible between 0F( 18C) and 140F (60C) to allow engagement and shallshow no signs of cracking when tested in accordance with TestMethod C765 (wrapped 180 over a 1-in. (25-mm) diametermandrel after4hat0F.Thesealer shall not be exposed afteras

42、sembly.9.3.1.2 The sealer shall be sufficiently resilient to maintainthe seal after the movement of joints due to fluctuation inexternal load or expansion and contraction, or both. Whentested in accordance with Specification D1667, the maximumset shall be 5 % if compression alone is required to main

43、tainthe seal. The sealer shall be capable of maintaining the abovelevel of watertightness after exposure to the service tempera-ture range, 40F ( 40C) to 200F (93C) unless local orproject conditions justify that the specifier impose a differentrange. This watertightness shall be independent of the t

44、empera-ture at the time of panel installation.9.3.1.3 The sealer shall be noncorrosive and non-staining toadjacent materials and shall exhibit these characteristics aftertesting in accordance withTest Method D3310, including waterand with elevated temperature exposures for 21 days at 160F(71C); the

45、rating shall not exceed 2. The sealer shall be fungusresistant and exhibit this property after testing in accordancewith Practice G21; the rating shall not exceed 1. In meat andpoultry processing facilities or other areas requiring USDAinspection, the sealer shall be chemically acceptable to USDAand

46、 shall be requested by the specifier. Appropriate FDAregulation(s) shall be included by the specifier when FDAcompliance is required.9.3.1.4 If the seam design utilizes sealant, and the locationof a clip component interrupts the sealant, the design shall notrely on differential movement between the

47、panel seam and theclip component.9.3.1.5 If the sidelap sealer is interrupted by the installationof a sidelap clip, and if required by the panel system design, theseal shall be completed around the clip. The performancecharacteristics of the supplemental sealer shall be equal to theprimary sidelap s

48、ealer. Both sealers aging characteristics shallsustain the above performance during the design service life ofthe roof.9.3.2 Endlap SealerThe panel endlap shall be sealed witheither field-applied tape or cartridge-type sealer, or both (seeNote). The endlap sealer shall be equal in performance to the

49、sidelap sealer. Minimal sealer exposure shall be allowed afterinstallation.9.3.2.1 The following requirements shall apply additionally.Cartridge sealers shall remain fluid, and sealing tapes shallrelease cleanly from any backing paper at temperatures rangingfrom 0F ( 18C) to 140F (60C). Backing paper shallrelease cleanly after exposure to moisture and when tested inaccordance with Test Method C879 using the Procedure,Alternative A. Tape sealers shall exhibit no cracks or loss ofadhesion after expo