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SP0178-2007 <br /> Section 1: General <br /> 1.1 This standard presents standard practices for the pictorial representations of welds and grinding finishes <br /> design, fabrication, and surface finish of tanks and vessels and are not intended to be representative of the <br /> to be lined for immersion service. Tanks and vessels may integrity of the welds. The "weld condition prior to <br /> be lined for corrosion control or to prevent product finishing" is not a typical weld; it is only intended to <br /> contamination. illustrate defects in welds that must be corrected prior <br /> to lining. <br /> 1.1.1 Appendix A (mandatory) contains illustrations <br /> depicting both good and bad practices for tanks and 1.2 Good welding practices and welding codes govern the <br /> vessels to be lined for immersion service. integrity of the tank and vessel welds; this standard only <br /> addresses surface preparation of the welds for the purpose <br /> 1.1.2 Appendix B (nonmandatory) contains a list of of lining the tank or vessel for immersion service. <br /> recommended responsibilities of the purchaser (user), <br /> designer, fabricator, lining applicator, and inspector to 1.3 Other design and construction codes or standards may <br /> ensure that an acceptable lining application is be used to complement the details given here. When <br /> achieved. applicable, the requirements of such other codes or <br /> standards shall be considered. A partial list of such codes <br /> 1.1.3 Appendix C (nonmandatory) contains written and standards can be found in the Bibliography. <br /> and graphic descriptions of five degrees of surface <br /> preparation of welds in tanks and vessels that may be 1.4 These standard practices may be used in the design, <br /> specified prior to lining. The written descriptions of the fabrication, and surface finish of tanks and vessels for <br /> five degrees of surface preparation of welds in services other than immersion, such as dry bulk storage of <br /> Appendix C take precedence over the graphics and the solid materials. <br /> companion visual comparator. The graphics are only <br /> Section 2: Definitions <br /> Lining: A coating or layer of sheet material adhered to or in flame-sprayed linings, fiber-reinforced plastic linings, or <br /> intimate contact with the interior surface of a container used similar lining materials. <br /> to protect the container against corrosion by its contents <br /> and/or to protect the contents of the container from Surface Finish: The degree of smoothness of a surface <br /> contamination by the container material. For the purposes produced by the removal of sharp edges and the <br /> of this standard, lining refers to a surface barrier, usually a appropriate surface preparation of welds and other rough <br /> thin film less than 500 pm (20 mil)thick applied as either a areas. The term surface finish is also used to characterize <br /> lining or a coating. In common usage, the terms coating the degree of smoothness that is necessary to attain a <br /> and lining are interchangeable,but in this standard,only the surface to which the lining can be applied satisfactorily in <br /> term lining is used.The requirements contained herein may accordance with the lining specification. <br /> or may not apply to heavier, thick-film linings, sheet linings, <br /> trowel-applied and pumped-into-place finishes, plasma, <br /> Section 3: Design Practices <br /> 3.1 Accessibility tanks or vessels designed to be buried below <br /> grade. <br /> 3.1.1 All surfaces of the tank or vessel interior shall be <br /> readily accessible for surface preparation and lining 3.1.3 Additional manways and openings should be <br /> application(see Figures Al through Al 0,Appendix A). provided as needed to facilitate ventilation. These <br /> must meet safety requirements. <br /> 3.1.2 The manway diameter for working entrance and <br /> safety reasons during the lining application shall be as 3.2 Joints <br /> large as practical for the tank or vessel being lined. <br /> 3.2.1 Continuous butt-welded joints shall be used <br /> 3.1.2.1 If possible, at least one manway shall be whenever possible(see Figure A5,Appendix A). <br /> located near ground (working) level, except in <br /> NACE International 1 <br /> 184 <br />