JISA8603-12010コンクリートミキサ-第1部用語及び仕様項目.pdf

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1、A8603-1：2010目次ページ序文························································································································································································11適用範囲····················································································

2、······················································································12引用規格··········································································································································································13用語及び定義·······················

3、··········································································································································14コンクリートミキサの主要構造································································································································54.1重力式ミキサの

4、主要構造·········································································································································54.2強制練りミキサの主要構造·····································································································································55コ

5、ンクリートミキサの仕様項目································································································································55.1一般仕様················································································································································

6、······················55.2寸法···············································································································································································65.3その他の仕様················································································

7、··············································································7附属書A（参考）コンクリートミキサの構造及び寸法の例··················································································10附属書JA（参考）JISと対応国際規格との対比表·····························