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Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement (Includes all amendments And changes 6/5/2024).
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NORM herausgegeben am 1.12.2022
Bezeichnung normen: ASTM A706/A706M-22a
Anmerkung: UNGÜLTIG
Ausgabedatum normen: 1.12.2022
SKU: NS-1103030
Zahl der Seiten: 9
Gewicht ca.: 27 g (0.06 Pfund)
Land: Amerikanische technische Norm
Kategorie: Technische Normen ASTM
Keywords:
alloy steel, concrete reinforcement, deformations (protrusions), steel bars,, ICS Number Code 77.140.15 (Steels for reinforcement of concrete)
1. Scope | ||||||||||||||||||||
1.1?GeneralThis specification covers deformed and plain low-alloy steel bars in cut lengths and coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. 1.2?GradeBars are of three minimum yield strength levels: namely, 60 000 psi [420 MPa], 80 000 psi [550 MPa], and 100 000 psi [690 MPa] designated as Grade 60 [420], Grade 80 [550], and Grade 100 [690], respectively. 1.3?Plain bars, in sizes up to and including 21/2?in. [63.5 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply. Requirements providing for deformations and marking shall not be applicable. 1.4?Controlled Tensile PropertiesThis specification limits tensile properties (Table 2) to provide the desired yield/tensile properties for controlled tensile property applications. 1.5?WeldingThis specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When this steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of AWS D1.4/D1.4M is recommended. The AWS D1.4/D1.4M Welding Code describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements. Note 1:?As a result of the 117 000 psi minimum tensile
strength for Grade 100 [690], users of this specification should be
aware that ACI 318 Type 1 mechanical splice requirements of 125 %
of specified yield strength requirements in tension and
compression, found in many acceptance criteria, may result in an
invalid mechanical splice qualification or verification test when
the tensile strength of the bar is between 117 000 psi and 125 000
psi.
1.6?Annex A2 describes the methods for determination of uniform elongation (Elu). Annex A2 is mandatory when Supplementary Requirement S1 is specified by the purchaser (see 4.2.6). 1.7?Requirements for alternate bar sizes are presented in Annex A1. The requirements in Annex A1 only apply when specified by the purchaser (see 4.2.5). 1.8?The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes, excluding those in tables, shall not be considered as requirements of this specification. 1.9?This specification is applicable for orders in either inch-pound units (Specification A706) or in SI units [Specification A706M]. 1.10?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 this specification. 1.11?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. 1.12?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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2. Referenced Documents | ||||||||||||||||||||
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