ISO 630-6:2014 構造用鋼  —  パート6：建築用の耐震改良構造用鋼の技術的納入条件 | ページ 2

Foreword

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The committee responsible for this document is ISO/TC 17, Steels, Subcommittee SC 3, Steels for structural purposes.

This first edition of ISO 630-6 cancels and replaces ISO 24314:2006, of which it constitutes a technical revision.

ISO 630 consists of the following parts, under the general title Structural steels:

• Part 1: General technical delivery conditions for hot rolled products
• Part 2: Technical delivery conditions for non alloy structural steels for general purpose
• Part 3: Technical delivery conditions for fine grain structural steels
• Part 4: Technical delivery conditions for high yield strength quenched and tempered structural steels
• Part 5: Technical delivery conditions for structural steels with improved atmospheric corrosion resistance
• Part 6: Technical delivery conditions for seismic-proof improved structural steels for building

1 Scope

This part of ISO 630 specifies qualities for seismic-proof improved structural steels. This part of ISO 630 applies to steel plates with thicknesses of 6 mm or over and up to 125 mm, wide flats and hot-rolled sections up to 140 mm, which are used in the usual delivery conditions as given in 6.2 and normally intended for welded or bolted structures.

This part of ISO 630 does not include the following structural steels, certain of which are covered by other International Standards:

• sheet and strip – refer to ISO TC 17/SC 12, Continuous mill flat rolled products;
• tubular products – refer to ISO TC 5/SC 1, Steel tubes.

2 Normative references

The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies.

3 Terms and definitions

For the purposes of this document, the following terms and definitions apply.

Bibliography