最新GBT50107混凝土抗压强度统计评定表(excel自动计算) (1).xls

水水泥泥混混凝凝土土抗抗压压强强度度统统计计评评定定表表工程名称：清丰县2010年度财政扶贫项目第二标段分项（部）名称：道路面层施工单位：河南城建建设集团有限公司共 页，第 页部位混凝土面层砼方量（m³）浇筑台班（个）养护方法标养试块组数抗折强度（MPa）合格 判定系数计算数据（MPa） 设计强度平均值均方差最小值nFcukMfcuSfcuFcumin1 2Fcuk0.95 Fcuk1.15 FcukMfcu 1 Sfcu2 Fcuk4C 2538.1330.123.7528.75每 组 强 度 值 Fcui （MPa）123456789101112131415161718192012330.860.630.131948.6 3672906000000000000000000按GBJ107规定公式计算评定非非统统计计法法 合格 判定 系数n10-1415-1920评 定 结 论合格1、统计方法： n10组时，Mfcu 1SfcuFcuk ； Fcumin2Fcuk 。1 1.151.050.952、非统计方法：n=K8,G8>=T8),“合格“,“不合格“)IF(AND(E8>=O8,G8>=M8),“合格“,“不合格“)合格 IF(E18=“统计法“,D26,K26) IF(E18=“统计法“,IF(AND(Q8>=K8,G8>=T8),“合格“,“不合格“),IF(AND(E8>=O8,G8>=M8),“合格“,“不合格“)共 页，第 页2 Fcuk29.75181920123456789101100000000000000001225129613691444152116000000012251296136914441521160000000122512961369144415211600000001225129613691444152116000000012251296136914441521160000000000000水水泥泥混混凝凝土土抗抗压压强强度度统统计计评评定定表表计算数据（MPa）Mfcu 1 Sfcu34.721每 组 强 度 值 Fcui （MPa）合格IF(E18=“统计法“,IF(AND(Q8>=K8,G8>=T8),“合格“,“不合格“),IF(AND(E8>=O8,G8>=M8),“合格“,“不合格“)121314151617181920000000000000000000000000000000000000000000000000000000000000000桩基 41.839.94340.538.235.84346.94432.939.940.942.64138.838.33233.439.240.235.236.336.73735.437.237.833.533.633.733.13331.535.939.436.444.247.64645.338.533.233.844423844.547.344.835.748.349.950.837.236.736.545.549.450.332.834.132.434.939.836.738.340.336.345.145.845.539.240.936.234.733.432.135.137.937.636.542.743.646.34447.537.835.537.738.738.537.437.635.936.137.937.233.645.343.439.749.648.650.144.936.234.339.444.147.737.234.330.437.23836.638.538.837.142.438.7404947.44134.335.135.838.239.338.644.535.135.346.342.637.536.131.933.744.139.233.830.5