混凝土強(qiáng)度-回彈法-碳化深度-自動計算

上傳人：h*** IP屬地：山東上傳時間：2024-06-06 格式：XLS 頁數(shù)：6 大?。?8.50KB 積分：6 舉報 版權(quán)申訴

已閱讀5頁，還剩1頁未讀，繼續(xù)免費閱讀

版權(quán)說明：本文檔由用戶提供并上傳，收益歸屬內(nèi)容提供方，若內(nèi)容存在侵權(quán)，請進(jìn)行舉報或認(rèn)領(lǐng)

31#樓-3層砼強(qiáng)度回彈記錄表,,,,,,,,,,,,,,,,,,,,,,,,,,,

樓層,構(gòu)件類型,強(qiáng)度設(shè)計等級,測區(qū)編號,回彈值,,,,,,,,,,,,,,,,平均值,測量角度,澆筑面,碳化深度,強(qiáng)度換算值,泵送下修正值,修正后值,強(qiáng)度推定值

,,,,1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,,,,,,,,

負(fù)3F,柱,60,1,,,,,,,,30,30,35,29,32,37,,32,,31.8,水平,側(cè)面,,24.6,4.5,29.1,26.9

,,,2,40,31,30,27,29,26,33,34,30,28,32,31,29,,,,30.3,水平,側(cè)面,,22.4,4.5,26.9,

,,30,,29,30,26,28,25,27,28,27,30,32,28,27,26,,28,26,27.6,水平,側(cè)面,,18.8,4.5,23.3,23.3

,,,,31,26,32,36,29,29,28,31,30,29,28,25,26,26,35,30,29.1,水平,側(cè)面,,20.7,4.5,25.2,

,柱,40,1,30,34,28,30,27,35,33,30,36,32,30,28,32,30,37,34,31.5,水平,側(cè)面,,24.2,4.5,28.7,28.7

,,,2,32,36,36,36,35,35,35,34,39,38,35,34,35,34,34,34,34.9,水平,側(cè)面,,29.4,4.5,33.9,

,,30,1,46,30,29,30,39,28,30,27,30,27,27,32,30,30,29,26,29.3,水平,側(cè)面,,21.0,4.5,25.5,24.5

,,,2,26,29,35,30,32,27,27,29,32,30,29,27,28,27,27,30,28.6,水平,側(cè)面,,20.0,4.5,24.5,

,柱,40,1,32,28,26,28,26,26,25,26,28,26,30,24,26,26,25,31,26.6,水平,側(cè)面,,17.4,4.5,21.9,21.9

,,,2,34,36,30,29,37,28,31,40,31,33,32,27,33,37,31,30,32.1,水平,側(cè)面,,25.1,4.5,29.6,

,,30,1,34,31,30,31,33,31,31,31,31,36,29,31,43,30,30,31,31.1,水平,側(cè)面,,23.6,4.5,28.1,28.1

,,,2,32,37,38,41,39,37,45,35,39,35,34,41,35,36,48,36,37.3,水平,側(cè)面,,33.6,4.5,38.1,

,柱,40,1,,,,,,,,,,,,,,,,,#NUM!,水平,側(cè)面,,#NUM!,#NUM!,#NUM!,#NUM!