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AS 1085.12-2002 (R2013) Railway track material Insulated joint assemblies 现行 发布日期 :  2002-08-01 实施日期 : 

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AS 1085.12-1999 Railway permanent way materials Insulated joint assemblies 现行 发布日期 :  1999-07-05 实施日期 : 

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This specification covers the material requirements for preformed elastomeric strip seals and the corresponding steel locking edge rail used in expansion joint sealing. The scope of this specification is limited to preformed non-reinforced strip seals that mechanically lock into structural steel locking lugs. The sealing element can consist of a single layer strip or have multiple webs depending on individual project requirements. When used on highway bridges, limits on maximum joint opening and minimum steel thicknesses need to be addressed. The adhesive-lubricant used to install the preformed seal into the steel locking edge rail shall be a one part moisture curing polyurethane compound. The elastomeric seals shall conform to the physical properties prescribed for (1) tensile strength, (2) elongation at break, (3) hardness, (4) oven aging, (5) oil swell, (6) ozone resistance, (7) low temperature stiffening, and (8) compression set. Requirements for preformed elastomeric seal dimensions, sampling, and test methods to determine compliance with the specified physical properties are given.1.1 This specification covers the material requirements for preformed elastomeric strip seals and the corresponding steel locking edge rail used in expansion joint sealing. The scope of this specification is limited to preformed non-reinforced strip seals that mechanically lock into structural steel locking lugs. The sealing element can consist of a single layer strip or have multiple webs depending on individual project requirements. The structural steel locking edge rail shall be anchored into the structure in accordance with the purchaser's specific details. While the scope of this specification is limited to the materials used in fabrication of strip sealing systems, it is recommended that a practical means of testing the watertightness aspects of the individual systems either in the field or at a testing laboratory be developed. When used on highway bridges, limits on maximum joint opening and minimum steel thicknesses need to be addressed.1.2 The values stated in the inch-pound system shall be considered as standard.1.3 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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1.1 This specification covers machine-made reinforced thermosetting epoxy resin pipe and fittings nominal pipe size (NPS) 2 in. (50 mm) through 12 in. (304 mm) diameter to be used for continuous service in condensate return lines for the specific maximum temperature and pressure covered by this specification, 250°F (121°C) and 125 psig (862 kPa). 1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are provided for information purposes only. 1.3 The dimensionless designator NPS has been substituted in this specification for such traditional terms as "nominal diameter", "size", and "nominal size". 1.4 The following safety hazards caveat pertains only to the test method portion, Section 10, of this specification: 1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Note 1-There is no similar or equivalent ISO standard.

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4.1 Types of architectural joint systems included in this test method are the following:4.1.1 Metallic systems;4.1.2 Compression seals:4.1.2.1 With frames, and4.1.2.2 Without frames,4.1.3 Strip seals;4.1.4 Preformed sealant systems (see Appendix X1):4.1.4.1 With frames, and4.1.4.2 Without frames,4.1.5 Preformed foams and sponges:4.1.5.1 Self-Expanding, and4.1.5.2 Nonexpanding,4.1.6 Fire barriers:4.1.6.1 Used as joint systems, and4.1.6.2 Used as a part of the joint system, and4.1.7 Elastomeric membrane systems:4.1.7.1 With nosing material(s), and4.1.7.2 Without nosing material(s).4.2 This test method will assist users, producers, building officials, code authorities, and others in verifying some performance characteristics of representative specimens of architectural joint systems under common test conditions. The following performance characteristics are verifiable:4.2.1 The maximum joint width,4.2.2 The minimum joint width, and4.2.3 The movement capability.4.3 This test compares similar architectural joint systems by cycling but does not accurately reflect the system's application. Similar refers to the same type of architectural system within the same subsection under 4.1.4.4 This test method does not provide information on:4.4.1 Durability of the architectural joint system under actual service conditions, including the effects of cycled temperature on the joint system,4.4.2 Loading capability of the system and the effects of a load on the functional parameters established by this test method,4.4.3 Rotational, vertical, and horizontal shear capabilities of the specimen,4.4.4 Any other attributes of the specimen, such as fire resistance, wear resistance, chemical resistance, air infiltration, watertightness, and so forth, and4.4.5 Testing or compatibility of substrates.4.5 This test method is only to be used as one element in the selection of an architectural joint system for a particular application. It is not intended as an independent pass/fail acceptance procedure. In conjunction with this test method, other test methods are to be used to evaluate the importance of other service conditions such as durability, structural loading, and compatibility.1.1 This test method covers testing procedures for architectural joint systems. This test method is intended for the following uses for architectural joint systems:1.1.1 To verify movement capability information supplied to the user by the producer,1.1.2 To standardize comparison of movement capability by relating it to specified nominal joint widths,1.1.3 To determine the cyclic movement capability between specified minimum and maximum joint widths without visual deleterious effects, and1.1.4 To provide the user with graphic information, drawings or pictures in the test report, depicting them at minimum, maximum, and nominal joint widths during cycling.1.2 This test method is intended to be used only as part of a specification or acceptance criterion due to the limited movements tested.1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined.1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

定价: 590元 / 折扣价: 502 加购物车

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