ASTM E1612 E1612M-1994(2013)e1 Standard Specification for Preformed Architectural Compression Seals for Buildings and Parking Structures《建筑物和停车场结构用预成形建筑压缩密封件的标准规范》.pdf
《ASTM E1612 E1612M-1994(2013)e1 Standard Specification for Preformed Architectural Compression Seals for Buildings and Parking Structures《建筑物和停车场结构用预成形建筑压缩密封件的标准规范》.pdf》由会员分享,可在线阅读,更多相关《ASTM E1612 E1612M-1994(2013)e1 Standard Specification for Preformed Architectural Compression Seals for Buildings and Parking Structures《建筑物和停车场结构用预成形建筑压缩密封件的标准规范》.pdf(5页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: E1612/E2612M 94 (Reapproved 2013)1Standard Specification forPreformed Architectural Compression Seals for Buildingsand Parking Structures1This standard is issued under the fixed designation E1612/E2612M; the number immediately following the designation indicates the yearof original adop
2、tion or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.A superscript epsilon () indicates an editorial change since the last revision or reapproval.1NOTEUnits information was editorially corrected in September 2013.1. Scope1.1 This
3、specification covers the physical requirements forthe fully cured elastomeric alloy and the movement capabilitiesof preformed architectural compression seals used for sealingexpansion joints in buildings and parking structures. Thepreformed architectural compression seal is a rectangularelastomeric
4、extrusion, having an internal baffle system pro-duced continuously and longitudinally throughout the material.The architectural compression seal functions under compres-sion and is usually chemically bonded in place with anadhesive.NOTE 1Movement capability is defined in Test Method E1399/E1399M.1.2
5、 This specification covers all colors of architecturalcompression seals.1.3 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. The values stated ineach system may not be exact equivalents; therefore, eachsystem shall be used independently of the other.
6、 Combiningvalues from the two systems may result in non-conformancewith the standard.1.4 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices an
7、d determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2D395 Test Methods for Rubber PropertyCompression SetD412 Test Methods for Vulcanized Rubber and Thermoplas-tic ElastomersTensionD471 Test Method for Rubber PropertyEffect of LiquidsD518 T
8、est Method for Rubber DeteriorationSurfaceCracking (Withdrawn 2007)3D624 Test Method for Tear Strength of Conventional Vul-canized Rubber and Thermoplastic ElastomersD746 Test Method for Brittleness Temperature of Plasticsand Elastomers by ImpactD792 Test Methods for Density and Specific Gravity (Re
9、la-tive Density) of Plastics by DisplacementD865 Test Method for RubberDeterioration by Heating inAir (Test Tube Enclosure)D1052 Test Method for Measuring Rubber DeteriorationCut Growth Using Ross Flexing ApparatusD1149 Test Methods for Rubber DeteriorationCracking inan Ozone Controlled EnvironmentD
10、2000 Classification System for Rubber Products in Auto-motive ApplicationsD2240 Test Method for Rubber PropertyDurometer Hard-nessD3183 Practice for RubberPreparation of Pieces for TestPurposes from ProductsE577 Guide for Dimensional Coordination of RectilinearBuilding Parts and Systems (Withdrawn 2
11、011)3E631 Terminology of Building ConstructionsE1399/E1399M Test Method for Cyclic Movement andMeasuring the Minimum and Maximum Joint Widths ofArchitectural Joint Systems3. Terminology3.1 DefinitionsTerms defined in Terminology E631 willprevail for terms not defined in this specification.3.2 Defini
12、tions of Terms Specific to This Standard:3.2.1 architectural compression seala preformedextrusion, manufactured from a fully cured elastomeric alloy,having an internal baffle system produced continuously and1This specification is under the jurisdiction of ASTM Committee E06 onPerformance of Building
13、s and is the direct responsibility of Subcommittee E06.21on Serviceability.Current edition approved Sept. 1, 2013. Published September 2013. Originallyapproved in 1994. Last previous edition approved in 2009 as E1612 94 (2009).DOI: 10.1520/E1612_E1612M-94R13E01.2For referenced ASTM standards, visit
14、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.3The last approved version of this historical standard is referenced onwww.astm.org.Copyright ASTM
15、International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1longitudinally throughout the material without flanges ormeans of securing it mechanically.3.2.2 architectural joint systemany filler or cover, exceptpoured or formed in place sealants, used to span, c
16、over, fill, orseal a joint.3.2.2.1 DiscussionJoint is defined in Guide E577.4. Materials and Manufacture4.1 The architectural compression seal shall be a preformedextrusion manufactured from a fully cured elastomeric alloy.This alloy shall be classified under Classification SystemD2000 as either of
17、the following:4.1.1 M2CE 706 A16B15C12C20F19Z1Z2, or4.1.2 M2CE 708 A16B15C12C20F19Z1Z2.4.2 Z1 represents more than 2 000 000 flex cycles as testedunder the Ross Flex Test, Test Method D1052.4.3 Z2 represents a 40 % maximum compression set as inaccordance with Test Methods D395, Method B, 22 h at 125
18、C257F at 25 % deflection.5. Physical Requirements5.1 The fully cured elastomeric alloy supplied in plaqueform shall conform to the material requirements prescribed inTable 1.5.2 The finished architectural joint seal shall conform to thematerial requirements prescribed in Table 2.5.3 The movement cap
19、abilities shall be established usingTest Method E1399/E1399M.6. Dimensions, Mass, and Permissible Variations6.1 The size, shape, internal structure, and tolerances shallbe as agreed upon by the purchaser and the producer orsupplier.7. Workmanship, Color, and Appearance7.1 The architectural compressi
20、on seal shall be free ofdefects in workmanship. Defects in the extrusion shall consistof the following:7.1.1 Holes,7.1.2 Air bubbles, and7.1.3 Parts not conforming to 6.1.7.2 The cross section of the seal shall be as agreed upon bythe purchaser and the producer or supplier.7.3 The color of the seal
21、shall be as agreed upon by thepurchaser and the producer or supplier.8. Significance and Use8.1 Architectural compression seals included in this speci-fication shall be those as follows:8.1.1 Without frames.8.1.2 Without flanges and nosing material(s).8.1.3 Used in interior or exterior applications.
22、8.1.4 Used in any construction of the building.8.2 This specification will give users, producers, buildingofficials, code authorities, and others a basis for verifyingmaterial and performance characteristics of representativespecimens under common test conditions. This specificationwill produce data
23、 on the following:8.2.1 The physical properties of the fully cured elastomericalloy.8.2.2 The movement capability in relation to the nominaljoint width as defined under Test Method E1399/E1399M.8.3 This specification compares similar architectural com-pression seals but is not intended to reflect th
24、e systemsapplication. “Similar” refers to the same type of architecturalcompression seal within the same subsection under 8.1.8.4 This specification does not provide information on thefollowing:8.4.1 Durability of the architectural compression seal underactual service conditions, including the effec
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