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Standard Specification for Uncoated Stress-Relieved Steel Wire for Prestressed Concrete
Automaticky přeložený název:
Standard Specification pro bez povrchové úpravy pnutí ocelového drátu pro předpjatého betonu
NORMA vydána dne 1.11.2010
Označení normy: ASTM A421/A421M-10
Poznámka: NEPLATNÁ
Datum vydání normy: 1.11.2010
Kód zboží: NS-2448
Počet stran: 4
Přibližná hmotnost: 12 g (0.03 liber)
Země: Americká technická norma
Kategorie: Technické normy ASTM
Keywords:
cold-drawn wire, low-relaxation wire, prestressed concrete, steel wire (tendon), stress-relieved wire, Concrete reinforcement--specifications, Prestressed concrete, Steel wire (prestressed concrete), Cold-drawn steel wire--specifications, Steel wire (tendon), Stress-relieved steel wire, Uncoated steel, ICS Number Code 77.140.15 (Steels for reinforcement of concrete), 77.140.65 (Steel wire, wir ropes and link chains)
1. Scope | ||||||||||
1.1 This specification covers two types of uncoated stress-relieved round high-carbon steel wire commonly used in prestressed linear concrete construction, as follows: 1.1.1 Type BA wire is used for applications in which cold-end deformation is used for anchoring purposes (Button Anchorage), and 1.1.2 Type WA wire is used for application in which the ends are anchored by wedges, and no cold-end deformation of the wire is involved (Wedge Anchorage). 1.2 A supplementary requirement (S1) is provided for use where low-relaxation wire and relaxation testing for that product is required by the purchaser. The supplementary requirement applies only when specified in the purchase order. 1.3 This specification is applicable for orders in either inch-pounds units (as Specification A421) or in SI units (as Specification A421M). 1.4 The values stated in either inch-pound or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. 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. |
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2. Referenced Documents | ||||||||||
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