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Standard Specification for Deformed and Plain Stainless Steel Wire and Welded Wire for Concrete Reinforcement
Automatische name übersetzung:
Standard-Spezifikation für verformt und Plain Edelstahl-Draht und Baustahl für Stahlbeton
NORM herausgegeben am 1.6.2014
Bezeichnung normen: ASTM A1022/A1022M-14
Anmerkung: UNGÜLTIG
Ausgabedatum normen: 1.6.2014
SKU: NS-1116
Zahl der Seiten: 10
Gewicht ca.: 30 g (0.07 Pfund)
Land: Amerikanische technische Norm
Kategorie: Technische Normen ASTM
Keywords:
concrete reinforcement, corrosion resistance, deformations, magnetic properties, reinforced concrete, reinforcing steels, stainless steel welded wire reinforcement, stainless wire, steel wire, welded wire reinforcement, ICS Number Code 77.140.20 (Steels of high quality)
1. Scope | ||||||||||||
1.1 This specification covers stainless steel wire and welded wire reinforcement produced from hot-rolled stainless steel rod. The stainless steel wire is cold-worked, drawn or rolled, plain (non-deformed) or deformed or a combination of deformed and plain. It is used as concrete reinforcement for applications requiring resistance to corrosion or controlled magnetic permeability, or both. Common wire sizes and dimensions are found in this specification. Actual wire sizes are not restricted to those shown in the tables. 1.2 Supplement S1 describes high strength wire, which shall be furnished when specifically ordered. It shall be permissible to furnish high strength wire in place of regular wire if mutually agreed to by the purchaser and supplier. 1.2.1 A supplementary requirement (S2) of an optional nature is provided. It shall apply only when specified by the purchaser. In order to obtain a corrosion tested or controlled magnetic permeability product, steel conforming to Supplementary Requirement S2 should be ordered. 1.3 The chemical composition of the steel (stainless grade) shall be selected for suitability to the application involved by agreement between the manufacturer and the purchaser. Use Specification A276 for chemical requirements. The UNS designations are to be included with the type number and noted in brackets, that is, austenitic stainless steels as Type 304 [S30400], 304L [S30403], 316 [S31600], 316L [S31603], 316N [S31651], 316LN [S31653] and duplex stainless steels, Types 2205 [S32205] and 329 [S32900]. Note 1: Only austenitic and duplex stainless steels are
usually recommended for use as reinforcement in concrete because of
their high corrosion resistance. Austenitic stainless steels have
good general corrosion resistance, strength characteristics which
can be improved by cold working, good toughness and ductility
properties at low temperatures, and low magnetic permeability.
Duplex stainless steels have generally a corrosion resistance
greater than that of most austenitic steels and are magnetic. Other
stainless steels with different chemical compositions than the
series and types mentioned above, may be used for less restrictive
applications.
1.4 Wire for welded wire reinforcement is generally manufactured at 75 ksi [520 MPa] yield strength level. Other strength levels shall be by agreement between the purchaser and manufacturer. Note 2: The term used to refer to yield strength levels are
the same as those in ASTM Standards for welded wire
reinforcement.
1.5 The values stated in either inch-pound units 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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