JISA8603-22010コンクリートミキサ-第2部練混ぜ性能試験方法.pdf

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1、A8603-2：2010目次ページ序文························································································································································································11適用範囲······················································

2、····················································································································12引用規格·············································································································································

3、·····························13用語及び定義·································································································································································24対象ミキサの要求事項·····················································

4、···························································································25練混ぜ性能試験·····························································································································································25.1一般

5、···············································································································································································25.2コンクリートの準備···········································································

6、·······································································35.3試料採取······································································································································································35.4構成材料の量の差の試験···

7、······································································································································66試験結果の評価························································································································

8、···································107試験報告書····················································································································