砼試塊強度統(tǒng)計評定記錄魯ZJ—022工程名稱山東大學(xué)東校區(qū)區(qū)綜合科研研樓強度等級C40施工單位中國建筑工程總總公司養(yǎng)護方法同條件養(yǎng)護統(tǒng)計期2006年9月15日至20066年9月17日結(jié)構(gòu)部位C區(qū)樁基樁身試塊組強度標(biāo)準(zhǔn)值fcu,k(MPa)平均值mfcu(MPa)標(biāo)準(zhǔn)差sfcu(MPa)最小值fcu,min(MPa)合格判定系數(shù)λ1λ2594041.911.1840.21.60.85每組強度值MPa42.442.744.042.341.140.242.641.940.743.742.143.242.242.240.541.440.642.540.940.441.443.241.841.540.643.341.841.240.841.143.141.441.041.043.140.242.942.940.740.841.042.543.341.440.940.740.740.843.042.645.043.042.540.343.542.442.742.542.6評定界限□統(tǒng)計方法□非統(tǒng)計方法0.90fcuu,kMfcu-λ1××Sfcuuλ2×fcu,kk1.15fcuu，k0.95fcuu，k3640.00234判定式Mfcu-λ1××Sfcuu≥0.955fccu,kfcu,min≥≥λ2×fcuu,kMfcu≥1.115fccu,kfcu,min≥≥0.955fcuu,k結(jié)果40.02>33840.2>344結(jié)論：經(jīng)審核該該工程樁基基樁身混凝凝土強度統(tǒng)統(tǒng)計評定符符合規(guī)范要要求，評定定合格批準(zhǔn)審核統(tǒng)計報告日期2006年9月月18日山東省建設(shè)工程質(zhì)量監(jiān)督總站監(jiān)制砼試塊強度統(tǒng)計評定記錄魯ZJ—022工程名稱山東大學(xué)東校區(qū)區(qū)綜合科研研樓強度等級C40施工單位中國建筑工程總總公司養(yǎng)護方法同條件養(yǎng)護統(tǒng)計期2006年99月17日至20066年10月04日結(jié)構(gòu)部位B區(qū)樁基樁身試塊組強度標(biāo)準(zhǔn)值fcu,k(MPa)平均值mfcu(MPa)標(biāo)準(zhǔn)差sfcu(MPa)最小值fcu,min(MPa)合格判定系數(shù)λ1λ2604042.530.8940.71.60.85每組強度值MPa43.243.241.340.743.442.441.443.141.641.542.942.141.543.443.543.543.243.244.044.343.142.943.442.443.442.143.443.344.643.942.441.742.042.641.441.741.443.441.841.442.642.942.641.443.141.742.043.042.741.841.143.241.842.941.242.442.643.441.542.2評定界限□統(tǒng)計方法□非統(tǒng)計方法0.90fcuu,kMfcu-λ1××Sfcuuλ2×fcu,kk1.15fcuu，k0.95fcuu，k3641.1134判定式Mfcu-λ1××Sfcuu≥0.955fccu,kfcu,min≥≥λ2×fcuu,kMfcu≥1.115fccu,kfcu,min≥≥0.955fcuu,k結(jié)果41.11>33840.7>344結(jié)論：經(jīng)審核該工程樁樁基樁身混混凝土強度度統(tǒng)計評定定符合規(guī)范范要求，評評定合格批準(zhǔn)審核統(tǒng)計報告日期年月日山東省建設(shè)工程質(zhì)量監(jiān)督總站監(jiān)制砼試塊強度統(tǒng)計評定記錄魯ZJ—022工程名稱山東大學(xué)東校區(qū)區(qū)綜合科研研樓強度等級C40施工單位中國建筑工程總總公司養(yǎng)護方法同條件養(yǎng)護統(tǒng)計期2006年110月04日至20066年10月05日結(jié)構(gòu)部位B區(qū)樁基樁身試塊組強度標(biāo)準(zhǔn)值fcu,k(MPa)平均值mfcu(MPa)標(biāo)準(zhǔn)差sfcu(MPa)最小值fcu,min(MPa)合格判定系數(shù)λ1λ2524042.461.2040.51.60.85每組強度值MPa42.741.743.344.142.844.241.842.242.841.841.042.741.143.043.844.040.943.742.441.943.042.541.041.743.242.743.342.743.643.243.640.644.043.541.441.042.541.543.942.541.542.240.540.741.440.944.042.443.542.342.043.4評定界限□統(tǒng)計方法□非統(tǒng)計方法0.90fcuu,kMfcu-λ1××Sfcuuλ2×fcu,kk1.15fcuu，k0.95fcuu，k3640.5434判定式Mfcu-λ1××Sfcuu≥0.955fccu,kfcu,min≥≥λ2×fcuu,kMfcu≥1.115fccu,kfcu,min≥≥0.955fcuu,