ASTM E1612-1994(2009) 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 E1612-1994(2009) 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 E1612-1994(2009) 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 94 (Reapproved 2009)Standard Specification forPreformed Architectural Compression Seals for Buildingsand Parking Structures1This standard is issued under the fixed designation E1612; the number immediately following the designation indicates the year oforiginal adoption or, in the
2、 case of revision, the 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 the physical requirements forthe fully cured elastomeric allo
3、y and the movement capabilitiesof preformed architectural compression seals used for sealingexpansion joints in buildings and parking structures. Thepreformed architectural compression seal is a rectangularelastomeric extrusion, having an internal baffle system pro-duced continuously and longitudina
4、lly 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 E1399.1.2 This specification covers all colors of architecturalcompression seals.1.3 The values st
5、ated in SI units are to be regarded asstandard. The values given in parentheses are mathematicalconversions to inch-pound units that are provided for informa-tion only and are not considered standard.1.4 This standard does not purport to address all of thesafety concerns, if any, associated with its
6、 use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and 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 fo
7、r Vulcanized Rubber and Thermo-plastic ElastomersTensionD471 Test Method for Rubber PropertyEffect of LiquidsD518 Test Method for Rubber DeteriorationSurfaceCracking3D624 Test Method for Tear Strength of Conventional Vul-canized Rubber and Thermoplastic ElastomersD746 Test Method for Brittleness Tem
8、perature of Plasticsand Elastomers by ImpactD792 Test Methods for Density and Specific Gravity (Rela-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 Flexi
9、ng ApparatusD1149 Test Methods for Rubber DeteriorationCrackingin an Ozone Controlled EnvironmentD2000 Classification System for Rubber Products in Auto-motive ApplicationsD2240 Test Method for Rubber PropertyDurometerHardnessD3183 Practice for RubberPreparation of Pieces for TestPurposes from Produ
10、ctsE577 Guide for Dimensional Coordination of RectilinearBuilding Parts and SystemsE631 Terminology of Building ConstructionsE1399 Test Method for Cyclic Movement and Measuringthe Minimum and Maximum Joint Widths of ArchitecturalJoint Systems3. Terminology3.1 DefinitionsTerms defined in Terminology
11、E631 willprevail for terms not defined in this specification.3.2 Definitions of Terms Specific to This Standard:3.2.1 architectural compression seala preformed extru-sion, manufactured from a fully cured elastomeric alloy, havingan internal baffle system produced continuously and longitu-dinally thr
12、oughout the material without flanges or means ofsecuring it mechanically.1This specification is under the jurisdiction of ASTM Committee E06 onPerformance of Buildings and is the direct responsibility of Subcommittee E06.21on Serviceability.Current edition approved Nov. 1, 2009. Published January 20
13、10. Originallyapproved in 1994. Last previous edition approved in 2005 as E1612 94 (2005).DOI: 10.1520/E1612-94R09.2For 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 t
14、he standards Document Summary page onthe ASTM website.3Withdrawn. The last approved version of this historical standard is referencedon www.astm.org.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.3.2.2 architectural joint systemany
15、filler or cover, exceptpoured or formed in place sealants, used to span, cover, 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.Thi
16、s alloy shall be classified under Classification SystemD2000 as either of 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 com
17、pression set as inaccordance with Test Methods D395, Method B, 22 h at 125C(257F) 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 co
18、nform to thematerial requirements prescribed in Table 2.5.3 The movement capabilities shall be established usingTest Method E1399.6. Dimensions, Mass, and Permissible Variations6.1 The size, shape, internal structure, and tolerances shallbe as agreed upon by the purchaser and the producer orsupplier
19、.7. Workmanship, Color, and Appearance7.1 The architectural compression 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 by
20、the purchaser and the producer or supplier.7.3 The color of the seal 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 an
21、d nosing material(s).8.1.3 Used in interior or exterior applications.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 representativespecim
22、ens under common test conditions. This specificationwill produce data 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 E1399.8.3 This specification compares similar arch
23、itectural com-pression seals but is not intended to reflect the 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 compre
24、ssion seal underactual service conditions, including the effects of cycledtemperature on the compression seal.8.4.2 Loading capability of the system and the effects of aload on the functional parameters established by this specifi-cation.8.4.3 Shear and rotational movements of the specimen.8.4.4 Any
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