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Standard Specification for High-Strength Low-Alloy Nickel, Copper, Phosphorus Steel H-Piles and Sheet Piling with Atmospheric Corrosion Resistance for Use in Marine Environments
Automaticky preložený názov:
Štandardné špecifikácie pre vysokopevnostné nízkolegovanej nikel , meď, fosfor Steel H - pilóty a štetovnicové steny s odolnosťou voči atmosférickej korózii pre použitie v morskom prostredí
NORMA vydaná dňa 1.12.2005
Označenie normy: ASTM A690/A690M-05
Poznámka: NEPLATNÁ
Dátum vydania normy: 1.12.2005
Kód tovaru: NS-3705
Počet strán: 2
Približná hmotnosť: 6 g (0.01 libier)
Krajina: Americká technická norma
Kategória: Technické normy ASTM
Keywords:
bulkheads, corrosion resistance, dock walls, excavations, high-strength, H-piles, low-alloy, marine environments, sea walls, sheet piling, steel, structural steel, ICS Number Code 93.140 (Construction of waterways, ports and dykes)
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1.1 This specification covers high-strength low-alloy steel H-piles and sheet piling of structural quality for use in the construction of dock walls, sea walls, bulkheads, excavations, and like applications in marine environments. 1.2 The steel has approximately two to three times greater resistance to seawater "Splash Zone" corrosion than ordinary carbon steel (Specifications A36/A36M and A328/ A328M) where exposed to the washing action of rain and the drying action of the wind or sun, or both. Where the steel is not boldly exposed, the usual provisions for the protection of ordinary carbon steel should be considered. 1.3 When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized. See Appendix X3 of Specification A6/A6M for information on weldability. 1.4 The values stated in either inch-pound units or SI units are to be regarded as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with the specification. |
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| 2. Referenced Documents | ||||||||
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