ASTM E1637-1998(2017)e1 Standard Specification for Structural Standing Seam Aluminum Roof Panel Systems《结构固定接缝铝屋顶镶板系统的标准规格》.pdf

1、Designation: E1637 98 (Reapproved 2017)1Standard 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 y

2、ear 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.1NOTEEditorial changes were made in 2.7, 5.2.2, and throughout in October 2017.1. Scope1.1 This specification covers the de

3、sign, construction, andweatherability of structural standing seam aluminum roof 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-sl

4、operoof applications. They also are used with or without an underlying deckor sheathing.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 pr

5、otection, carry the specified designloads, and allow proper access over the roof 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 thisspecific

6、ation that affect the final choice of roof construction.These include, but are not limited to, functional, legal,insurance, and economic considerations. See Appendix X1 forthe specifiers checklist.1.4 This specification is not intended to exclude products orsystems not covered by the referenced docu

7、ments.1.5 The values stated in inch-pound units are to be regardedas standard. 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 e

8、xplanatory information and are not require-ments of this specification.1.7 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom

9、-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced 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-Rel

10、ease TypeSealantsC765 Test Method for Low-Temperature Flexibility of Pre-formed Tape SealantsC879 Test Methods for Release Papers Used with PreformedTape SealantsD1667 Specification for Flexible Cellular MaterialsPoly(Vinyl Chloride) Foam (Closed-Cell)D3310 Test Method for Determining Corrosivity of

11、 Adhe-sive MaterialsE631 Terminology of Building ConstructionsE1592 Test Method for Structural Performance 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 PressureDifferenc

12、eE1680 Test Method for Rate of Air Leakage through Exte-rior Metal Roof Panel SystemsG21 Practice for Determining Resistance of Synthetic Poly-meric Materials to Fungi2.2 FM Approvals Standard:3Approval Standard for Class 1 Panel Roofs, Class Number44711This specification is under the jurisdiction o

13、f ASTM Committee E06 onPerformance of Buildings and is the direct responsibility of Subcommittee E06.57on Performance of Metal Roof Systems.Current edition approved Oct. 1, 2017. Published November 2017. Originallyapproved in 1994. Last previous edition approved in 2011 as E1637 98 (2011).DOI: 10.15

14、20/E1637-98R17E01.2For 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 standards Document Summary page onthe ASTM website.3Available from FM Approvals, 1151 Boston-P

15、rovidence Turnpike, P.O. Box9102, Norwood, MA 02062, http:/.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles on standardization establish

16、ed in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.12.3 UL Standard:4UL 580 Standard for Safety, Tests for Uplift Resistance ofRoof Assemblies2.4 AA Document:5Al

17、uminum Design Manual, Latest Edition2.5 AISI Document:6S100 North American Specification for the Design of Cold-Formed Steel Structure Members2.6 MBMA Document:7MBMA Low Rise Building Systems Manual, Latest Edition2.7 ASHRAE Document:8ASHRAE Handbook of Fundamentals2.8 NCC Document:91981 B Climatogr

18、aphy of U.S. #813. Terminology3.1 Definitions:3.1.1 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

19、duringthe erection of the roof system only.3.2.2 fixing 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 i

20、n flat areas ofmetal.3.2.5 sealer, nany material that 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

21、 sheathing.3.2.7 thermal movement, nthe reaction of 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

22、 governing code or the design professional.4.1.2 The finished roof system shall be capable of sustaininga minimum 200-lb (0.9-kN) concentrated load on any 12 by12-in. (300 by 300-mm) area of finished roof without causingseam separation, permanent panel buckling, or loss of weath-ertightness.4.1.3 Th

23、ermal movement shall be provided for in accor-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 su

24、pport provided to the secondarystructural members 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-F

25、ormed Steel Design Manualis used to evaluate 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

26、canning is an inherent characteristicof products 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

27、canning is an aesthetic issue, structuralintegrity 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 withth

28、e Specifications for Aluminum Structures and 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 pa

29、nels that affect the serviceability of the system.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 determin

30、e theroofs load capacity.5.2.2 Uplift IndexWhen required by the specifier, the roofsystem shall be tested in accordance with the requirements ofFMApprovalsApproval Standard 4471, or Underwriters Labo-ratories UL 580 or Test Method E1592 or other applicable tests(see Appendix X2).6. Panel Material6.1

31、 The panel material shall be in accordance with theSpecifications for Aluminum Structures and SpecificationB209.4Available from Underwriters Laboratories (UL), 2600 N.W. Lake Rd., Camas,WA 98607-8542, http:/.5Available from The Aluminum Association, 1400 Crystal Dr., Suite 430,Arlington, VA 22202, h

32、ttp:/www.aluminum.org.6Available from American Iron and Steel Institute (AISI), 25 MassachusettsAve., NW, Suite 800, Washington, DC 20001, http:/www.steel.org.7Available from Metal Building Manufacturers Association (MBMA), 1300Summer Avenue, Cleveland, OH 44115-2851, http:/.8Available from American

33、 Society of Heating, Refrigerating, and Air-Conditioning Engineers, Inc. (ASHRAE), 1791 Tullie Circle, NE, Atlanta, GA30329, http:/www.ashrae.org.9Available from National Centers for Environmental Information, FederalBuilding, 151 Patton Ave., Asheville, NC 28801-5001, http:/www.ncdc.noaa.gov.10Fish

34、er, J. M. and West, M. A., “Serviceability Design Considerations forLow-Rise Buildings,” AISC Design Guide, No. 3.E1637 98 (2017)126.2 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

35、bemade with concealed panel clips compatible with the paneldesign.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 geometr

36、y and the rotational flexibil-ity of the support members permit, it is permissible to resolvethermal movement through controlled rotation of the interme-diate structural members rather than movement within thepanel clip.7.4 Where insulation is applied between the panels andsupporting structure, the

37、panel clips shall be designed to becompatible with the thickness and compressibility of theinsulation. If thermal spacers are required for insulationperformance, the panel clip must be compatible with thethermal spacer to reduce secondary stresses due to walking.8. Panel and Clip Anchorage8.1 Afixin

38、g line is required to anchor roof panels in order tomaintain end alignment and to resist in-plane gravity andthermal force components.8.2 Fasteners that penetrate the roof surface are permittedonly at panel endlaps, penetrations, fixing lines, ribreinforcements, and at roof termination lines. Detail

39、s at theselocations shall allow for the expected thermal movement.8.3 Nails shall not be used where subject 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 Se

40、alers:9.3.1 Sidelap SealerWhen the climate, roof slope, androof system design warrant, the standing seam 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 pr

41、otection.All sealers shall remain in place during panel installation andbe protected during storage and installation 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 snow

42、fall, a sidelap or endlapsealer may not necessarily be required.9.3.1.1 The sealer shall be of sufficient 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

43、beas required to maintain watertightness.An appropriate test willbe used to demonstrate the roof panel systems resistance toponded water. The sealer shall remain flexible between 0 F( 18 C) and 140 F (60 C) to allow engagement and shallshow no signs of cracking when tested in accordance with TestMet

44、hod C765 (wrapped 180 over a 1-in. (25-mm) diametermandrel after4hat0F.Thesealer shall not be exposed afterassembly.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

45、 in accordance with Specification D1667, the maximumset shall be 5 % if compression alone is required to maintainthe seal. The sealer shall be capable of maintaining the abovelevel of watertightness after exposure to the service tempera-ture range, 40 F ( 40 C) to 200 F (93 C) unless local orproject

46、 conditions justify that the specifier impose a differentrange. This watertightness shall be independent of the tempera-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 accord

47、ance withTest Method D3310, including waterand with elevated temperature exposures for 21 days at 160 F(71 C); the rating shall not exceed 2. The sealer shall befungus resistant and exhibit this property after testing inaccordance with Practice G21; the rating shall not exceed 1. Inmeat and poultry

48、processing facilities or other areas requiringUSDA inspection, the sealer shall be chemically acceptable toUSDA and shall be requested by the specifier. AppropriateFDAregulation(s) shall be included by the specifier when FDAcompliance is required.9.3.1.4 If the seam design utilizes sealant, and the

49、locationof a clip component interrupts the sealant, the design shall notrely on differential movement between the 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 sealer. Both sealers aging characteristics shallsustain the above performance during t