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Standard Specification for Preformed Architectural Strip Seals for Buildings and Parking Structures (Includes all amendments And changes 9/7/2017).
Automatische name übersetzung:
Standard-Spezifikation für Architectural Vorgeformte Streifen Dichtungen für Gebäude und Tiefgaragen
NORM herausgegeben am 1.9.2013
Bezeichnung normen: ASTM E1783/E1783M-96(2013)e1
Anmerkung: UNGÜLTIG
Ausgabedatum normen: 1.9.2013
SKU: NS-43024
Zahl der Seiten: 5
Gewicht ca.: 15 g (0.03 Pfund)
Land: Amerikanische technische Norm
Kategorie: Technische Normen ASTM
Keywords:
architectural, buildings, joints, parking structures, seals, strip seals, ICS Number Code 91.100.50 (Binders. Sealing materials), 93.080.20 (Road construction materials)
| Significance and Use | ||||||||||||||||||||||||||||||||||||
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1.1 This specification covers the physical requirements for the fully cured elastomeric alloy and the movement capabilities of preformed architectural compression seals used for sealing expansion joints in buildings and parking structures. The preformed architectural strip seal is an elastomeric extrusion. This extrusion is either a membrane or tubular having an internal baffle system produced continuously and longitudinally throughout the material. These extrusions are secured in or over a joint by locking rails or an end dam nosing material. The architectural strip seal is compressed and expanded by this mechanical or chemical attachment. 1.2 This specification covers all
colors of architectural strip seals.
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 may not be exact
equivalents; therefore, each system shall be used independently of
the other. Combining values from the two systems may result in
non-conformance with the standard.
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 and health practices and determine the applicability of regulatory limitations prior to use. |
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| 1. Scope | ||||||||||||||||||||||||||||||||||||
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9.1 Architectural strip seals included in this specification shall be those: 9.1.1 Extruded as a membrane, 9.1.2 Extruded as tubular, 9.1.3 With frames, 9.1.4 With flanges mechanically secured, 9.1.5 With flanges chemically secured, 9.1.6 Used in interior or exterior applications, and 9.1.7 Used in any construction of the building. 9.2 This specification will give users, producers, building officials, code authorities, and others a basis for verifying material and performance characteristics of representative specimens under common test conditions. This specification will produce data on the following: 9.2.1 The physical properties of the fully cured elastomeric alloy, and 9.2.2 The movement capability in relation to the nominal joint width as defined under Test Method E1399/E1399M. 9.3 This specification compares similar architectural strip seals but is not intended to reflect the system's application. “Similar” refers to the same type of architectural strip seal within the same subsection under 9.4 This specification does not provide information on the following: 9.4.1 Durability of the architectural strip seal under actual service conditions, including the effects of cycled temperature on the strip seal; 9.4.2 Loading capability of the system and the effects of a load on the functional parameters established by this specification; 9.4.3 Shear and rotational movements of the specimen; 9.4.4 Any other attributes of the specimen, such as fire resistance, wear resistance, chemical resistance, air infiltration, watertightness, and so forth; and 9.4.5 Testing or compatibility of
substrates.
9.5 This specification is intended to be used as only one element in the selection of an architectural strip seal for a particular application. It is not intended as an independent pass or fail acceptance procedure. Other standards shall be used in conjunction with this specification to evaluate the importance of other service conditions such as durability, structural loading, and compatibility. |
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| 2. Referenced Documents | ||||||||||||||||||||||||||||||||||||
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Historisch
1.7.2011
Historisch
1.6.2010
Historisch
1.8.2010
Historisch
1.6.2011
Historisch
1.1.2014
Historisch
1.6.2013
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