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1、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：新梅豪布斯卡工程（住宅楼）分项（部）名称：一层至屋面机房二次结构施工单位：江苏弘盛建设工程集团有限公司共 页，第 页部位主体砼方量（m）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nFcukMfcuSfcuFcumin12Fcuk0.95 Fcuk1.15 FcukMfcu 1 Sfcu2 Fcuk17C 2530.442.34026.81.050.852527.98521.25每 组 强 度 值 Fcui（MPa）12345678910111213141516171819
2、2030.234.730.927.232.926.827.327.73430.332.431.431.831.129.929.529.4按GBJ107规定公式计算评定：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 。11.151.050.952、非统计方法：n10组时，Mfcu1.15 Fcuk ；Fcumin0.95 Fcuk 。20.900.85汇总计算人：陈寿林校核人：李名洲项目技术负责人：彭健填报日期：2012/8/28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：分项
3、（部）名称：2#3#4#天面层施工单位：共 页，第 页部位砼方量（m）浇筑台班（个）养护方法试块组数抗折强度（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nFcukMfcuSfcuFcumin12Fcuk0.95 Fcuk1.15 FcukMfcu 1 Sfcu2 Fcuk20C 2526.150.739250.950.852525.44321.25每 组 强 度 值 Fcui（MPa）123456789101112131415161718192025.726.126.526.526.626.126.225.325.626.626.22528.126.32526.325.5
4、2726.825.5按GBJ107规定公式计算评定：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 。11.151.050.952、非统计方法：n10组时，Mfcu1.15 Fcuk ；Fcumin0.95 Fcuk 。20.900.85汇总计算人：校核人：项目技术负责人：填报日期：合格判定系数评定结论1234567891011121314151617181920912 1204955740 1082718745767 1156918 1050986 101196789487086400000000
5、000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000012345678910111213141516171819206606817027027086816866406557086866257906926256926507297186500000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
6、0000000000000000000000000000000000000000000000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：分项（部）名称：基础施工单位：桩号部位砼方量（m）浇筑台班（个）养护方法试块组数抗折强度（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nFcukMfcuSfcuFcumin120.9 Fcuk0.95 Fcuk1.15 FcukMfcu 1 Sfcu4C 3550.55048.333.2540.25每 组 强 度 值 Fcui（MPa）1234567891011121314151648.351.151.351.5按GB
7、J107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1、统计方法：n10组时，Mfcu 1SfcuFcuk ；Fcumin2Fcuk 。11.151.050.952、非统计方法：n10组时，Mfcu1.15 Fcuk ；Fcumin0.95 Fcuk 。20.900.85汇总计算人：校核人：项目技术负责人：填报日期：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：分项（部）名称：基础施工单位：桩号部位砼方量（m）浇筑台班（个）养护方法试块组数抗折强度（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nFcukMfcuSfcu
8、Fcumin12Fcuk0.95 Fcuk1.15 FcukMfcu 1 Sfcu11C 4057.5275.185481.150.904051.565每 组 强 度 值 Fcui（MPa）1234567891011121314151661.75863.853.754.653.566.359.356.34857.6按GBJ107规定公式计算评定：统统计计法法合格判定系数n10-1415-1920评定结论1、统计方法：n10组时，Mfcu 1SfcuFcuk ；Fcumin2Fcuk 。11.151.050.952、非统计方法：n10组时，Mfcu1.15 Fcuk ；Fcumin0.95 Fc
9、uk 。20.900.85汇总计算人：校核人：项目技术负责人：填报日期：合格判定系数评定结论共 页，第 页2 Fcuk171819201234567892332.892611.212631.692652.2500000000000000000000000000000000000000000000000000000000000合格养护方法Mfcu 1 Sfcu共 页，第 页2 Fcuk36171819201234567893806.8933644070.442883.692981.162862.254395.693516.493169.690000000000000000000000000000
10、00000000000000000000000000合格填报日期：养护方法Mfcu 1 Sfcu51.565填报日期：合格101112131415161718192000000000000000000000000000000000000000000000000000000000000000000000000000000101112131415161718192023043317.76000000000000000000000000000000000000000000000000000000000000000000000000000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
11、：分项（部）名称：施工单位：桩号部位砼方量（m）浇筑台班（个）养护方法试块组数抗折强度（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nFcukMfcuSfcuFcumin120.9 Fcuk0.95 Fcuk1.15 FcukMfcu 1 Sfcu30C 3537.5001.737351.600.8531.534.721每 组 强 度 值 Fcui（MPa）12345678910111213141516353637383940353637383940353637383940353637383940353637383940按GBJ107规定公式计算评定：统统计计法法合格判定系
12、数n10-1415-2425评定结论1、统计方法：n10组时，Mfcu 1Sfcu0.9 Fcuk ；Fcumin2Fcuk 。11.701.651.602、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 Fcuk29.751718192012345678900000000000000122512961369144400000122512961369
13、1444000001225129613691444000001225129613691444000001225129613691444000000000合格养护方法Mfcu 1 Sfcu34.721填报日期：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)101112131415161718192000000000000152116000000000001521160000000000015211600000000000152116000000000001521160000000000000000000000桩
14、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
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