CSA W47.1-09 pdf download

CSA W47.1-09 pdf download – Certification of companies for fusion welding of steel

CSA W47.1-09 pdf download – Certification of companies for fusion welding of steel.
2 Reference publications 2.1 This Standard refers to the following publications, and where such reference is made, it shall be to the edition listed below, including all amendments published thereto: CSA (Canadian Standards Association) CAN/CSA-G30.1 8-M92 (R2007) Billet-steel bars for concrete reinforcement G40.20/G40.21 -04 (R2009) General requirements for rolled or welded structural quality steel/Structural quality steel W48-06 Filler metals and allied materials for metal arc welding W59-03 (R2008) Welded steel construction (metal arc welding) CAN/CSA-W1 1 7.2-06 Safety in welding, cutting, and allied processes W1 78.1 -08 Certification of welding inspection organizations ASTM International (American Society for Testing and Materials) A 370-08a Standard Test Methods and Definitions for Mechanical Testing of Steel Products E 1 0-07a Standard Test Method for Brinell Hardness of Metallic Materials
2.2 This Standard refers to the following publications, and where such reference is made, it shall be considered to refer to the latest edition and all amendments published to that edition up to the time when the referencing Standard is approved. AWS (American Welding Society) A3.0-01 Standard Definitions; Including Terms for Adhesive Bonding, Brazing, Soldering, Thermal Cutting, and Thermal Spraying A5 Series Filler Metal Specifications A5.1 2/A5.1 2M-98 (R2007) Specification for Tungsten and Tungsten-Alloy Electrodes for Arc Welding and Cutting A5.1 8/A5.1 8M-05 Specification for Carbon Steel Electrodes and Rods for Gas Shielded Arc Welding A5.23/A5.23M-07 Specification for Low-Alloy Steel Electrodes and Fluxes for Submerged Arc Welding A5.28/A5.28M-05 Specification for Low-Alloy Steel Electrodes and Rods for gas Shielded Arc Welding D1 .1 /D1 .1 M Structural Welding Code — Steel D1 .3/D1 .3M Structural Welding Code — Sheet Steel D1 .6/D1 .6M Structural Welding Code — Stainless Steel SCC (Standards Council of Canada) CAN-P-4E General Requirements for the Competence of Testing and Calibration Laboratories
3 Definitions Note: For further welding definitions, see AWS A3.0. The following definitions shall apply in this Standard: Accredited testing organization (ATO) — a testing organization that has been accredited by the Standards Council of Canada for mechanical testing in accordance with the requirements of CAN-P-4E. Advisory committee — a committee established by the Canadian Welding Bureau at the request of an individual wishing to appeal an administrative ruling of the Bureau. Advisory committees are established after consultation with the chair of the Technical Committee of this Standard and include three to five individuals with experience relevant to the nature of the appeal.
Arc spot welder — a welder who deposits arc spot welds on decking or sheet steel. Automatic welding — welding with equipment that performs the welding operation without adjustment of the controls by a welding operator. The equipment may or may not perform the loading and unloading of the work. Bureau — Canadian Welding Bureau. D Class — a category of welder qualification, e.g., the flat (F), horizontal (H), vertical (V), or overhead (O) welding positions. Classification — T, S, FW, ASW, or WT welding personnel as follows: (a) “T” refers to a welder’s and welding operator’s ability to weld from one side without backing and achieve complete penetration in the root pass, e.g., hollow section, pipe, and plate. (b) “S” refers to a welder’s and welding operator’s ability to weld plates and rolled or hollow sections for the full thickness of material, when welding from both sides with back gouging, or when welding from one side with backing, or for welding square groove welds from both sides, without backgouging, within the thickness limitations of the accepted welding procedure data sheets for the process used. (c) “FW” refers to a welder’s and welding operator’s ability to deposit fillet welds and tack welds. (d) “ASW” refers to a welder’s ability to deposit arc spot welds. (e) “WT” refers to a welder’s ability to deposit tack welds. Essential variables — the welding parameters and other data identified in Tables 1 1 and 1 2 and Clause 1 1 .4.3, that, when changed beyond the limits specified, necessitate requalification of the welding procedures (see Clause 1 1 .2).CSA W47.1-09 pdf download.

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